Addendum No 1 with Attachments Lincoln Dallis.pdf

10/06/2023 36432-19 ADD-1-1

ADDENDUM NO. 1

LINCOLN STREET – DALLIS STREET INTERSECTION IMPROVEMENT

CITY OF LAGRANGE

LAGRANGE, GEORGIA

SPECIFICATIONS

Delete Specification 00 41 00 – Bid Form and replace with Specification 00 41 00 – Bid Form dated October 2, 2023 included with this addendum. The October 2, 2023 version of the Bid Form shall be used for submittal of Bids unless notified otherwise.

DRAWINGS

Delete Sheets 01-0001, 02-0001, 03-0001, & 06-0001 and replace with Sheets 01-0001, 02- 0001, 03-0001, & 06-0001 included with this addendum.

Delete Sheets G0.01, C1.00, L2.00, L3.00, & I1.00 from the Landscape Improvements section and replace with Sheets G0.01, C1.00, L2.00, L3.00, & I1.00 included with this addendum.

Add Sheets C2.00, C2.10, C3.00, C3.10, C4.00, C4.10, C4.20, & C4.30 to the Landscape Improvements section.

Bidder Must Acknowledge Receipt of this Addendum on Bid Form

October 6, 2023

Barge Design Solutions, Inc.

2839 Paces Ferry Road SE, Suite 850 Atlanta, Georgia 30066

(770) 628-7645

Section 00 41 00 Bid Form

10/02/23 36432-19

LINCOLN STREET – DALLIS STREET INTERSECTION IMPROVEMENT

ARTICLE 1 – BID RECIPIENT

1.01 This Bid is submitted to:

City of LaGrange 200 Ridley Avenue LaGrange, Georgia 30240

1.02 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

ARTICLE 2 – BIDDER’S ACKNOWLEDGEMENTS

2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for period of time after the Bid opening as stated in the Advertisement for Bids, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

ARTICLE 3 – BIDDER’S REPRESENTATIONS

3.01 In submitting this Bid, Bidder represents that:

A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of which is hereby acknowledged.

Addendum No. Addendum Date

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress and performance of the Work.

00 41 00 - 2

10/02/23 36432-19

D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in SC-4.02 as containing reliable "technical data," and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in SC-4.06 as containing reliable "technical data."

E. Bidder has considered the information known to Bidder; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder’s safety precautions and programs.

F. Based on the information and observations referred to in Paragraph 3.01.E above, Bidder does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by Engineer is acceptable to Bidder.

I. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

J. Where this Bid Form contains the provision for a bid based on a lump sum price, the Bidder shall be responsible for having prepared its own estimate of the quantities necessary for the satisfactory completion of the Work specified in these Contract Documents and for having based the lump sum price bid on its estimate of quantities.

ARTICLE 4 – BIDDER’S CERTIFICATION

4.01 Bidder certifies that:

A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation;

B. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid;

C. Bidder has not solicited or induced any individual or entity to refrain from bidding; and

00 41 00 - 3

10/02//23 36432-19

D. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D:

1. “corrupt practice” means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process;

2. “fraudulent practice” means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition;

3. “collusive practice” means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish bid prices at artificial, non-competitive levels; and

4. “coercive practice” means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.

00 41 00 - 4

10/02/23 36432-19

ARTICLE 5 – BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

Item No.

Description Estimated

Qty.

Unit Unit Price Total Price

1.

Furnishing all products, materials and equipment and performing all labor necessary to complete the Lincoln and Dallis Street Landscape Improvements, including all work shown on the Drawings and/or specified and not included in Items below, the total amount of::

Lump Sum $

2. ADA Ramps 4 EA $ $

3. Traffic Control

Lump Sum

4. Construction Allowance

Lump Sum

5. Grading Complete Lump Sum $

6. Gr Aggr Base Crs, 10 IN, Incl Matl 380 SY $ $

7.

Recycled Asph Conc 12.5 MM SP, GP 2 Only, Incl Bitum Matl & H Lime

2680 SY

8.

Recycled Asph Conc 19 MM Superpave, GP 1 Or 2,Incl Bitum Matl & H Lime

10 SY

9.

Recycled Asph Conc 25 MM Superpave, GP 1 Or 2,Incl Bitum Matl & H Lime

10 SY

10. Mill Asph Conc Pvmt, Variable Depth 2680 SY $ $

11.

Conc Sidewalk, 4 IN 40 SY $ $

12.

Conc Curb & Gutter, 6 IN X 30 IN, TP

750 LF

13.

Pvmt Reinf Fabric Strips, TP 2, 18 IN Width

750 LF

14.

Storm Drain Pipe, 18 IN, H 1-10 70 LF $ $

15.

Flowable Fill 5 CY $ $

16.

Catch Basin, GP 1 2 EA $ $

17.

Remove Sign 3 EA $ $

18.

Hwy Signs, TP 1 Mat'l, Refl Sheeting, TP 3

SF

19.

Ground-Mounted Breakaway Sign Support

7 EA

20.

Thermoplastic Solid Traffic Stripe, 5 IN, White

1600 LF

21.

Thermoplastic Solid Traffic Stripe, 5 IN, Yellow

1100 LF

22.

Thermoplastic Solid Traffic Stripe, 24 IN, White

LF

23.

Thermoplastic Solid Traffic Stripe, 8 IN, White

300 LF

00 41 00 - 5

10/02/23 36432-19

24.

Rem Exist Traf Strip & Markings, All Kinds & Type

550 LF

25.

Temporary Grassing 0.5 AC $ $

26.

Mulch 3 TN $ $

27.

Construction Exit 1 EA $ $

28.

Construct & Remove Compost Filter Sock

39 LF

29.

Construct & Remove Inlet Sediment Traps

7 EA

30.

Maintenance of Temporary Silt Fence, TP A

175 LF

31.

Maintenance of Construction Exit 1 EA $ $

32.

Maintenance of Inlet Sediment Traps 7 EA $ $

33.

Temporary Silt Fence, Type A 350 LF $ $

34.

Barrior Fence (Orange), 4 FT 600 LF $ $

35.

Permanent Grassing 0.5 AC $ $

36.

Agricultural Lime 3 TN $ $

37.

Fertilizer Mixed Grade 0.5 TN $ $

38.

Fertilizer Nitrogen Content 50 LB $ $

39.

Sod 100 SY $ $

40.

Cash Allowances a.

Soils and Concrete Testing Allowance $ 2,500.00

***ADDITIONAL WORK IF ORDERED BY THE ENGINEER***

34.

Removal of Unsuitable Material and Replacement with a.

Crushed Stone 50 CY $ $ b.

Suitable Earth Material 50 CY $ $

BID TOTAL, ITEMS 1 THROUGH 34, INCLUSIVE, THE AMOUNT OF

DOLLARS ($ ).

Bidder acknowledges Unit Prices have been determined in accordance with Paragraph 11.03.C of the General Conditions.

Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities, determined as provided in the Contract Documents.

00 41 00 - 6

10/02/23 36432-19

ARTICLE 6 – TIME OF COMPLETION

6.01 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

6.02 Bidder accepts the provisions of the Agreement as to liquidated damages.

ARTICLE 7 – ATTACHMENTS TO THIS BID

7.01 The following documents are submitted with and made a condition of this Bid:

A. Bid Bond

B. Statement of Bidders Qualifications

C. Non-Collusion Affidavit of Prime Bidder

D. Corporate Certificate

E. Georgia Security and Immigration Compliance Act Affidavits

F. Contractor's License Certification

ARTICLE 8 – DEFINED TERMS

8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions.

00 41 00 - 7

10/02/23 36432-19

ARTICLE 9 – BID SUBMITTAL

9.01 This Bid submitted by:

An Individual

Name (typed or printed):

By: (SEAL) (Individual’s signature)

Doing business as:

Attest:

(Notary)

Name (typed or printed):

A Partnership

Partnership Name: (SEAL)

By:

(Signature of general partner – attach evidence of authority to sign)

Name (typed or printed):

Attest:

(Signature of another Partner)

00 41 00 - 8

A Corporation

Corporation Name: (SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):

By:

(Signature)

Title:

(CORPORATE SEAL)

Attest:

(Signature of Corporate Secretary)

A Joint Venture

Name of Joint Venturer:

First Joint Venturer Name: (SEAL)

By:

(Signature of first joint venture partner)

Title:

Second Joint Venturer Name: (SEAL)

By:

(Signature of second joint venture partner)

Name (typed or printed):

Title:

(Each joint venturer must sign. The manner of signing for each individual partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

00 41 00 - 9

All Bidders shall complete the following:

Bidder’s Business address:

Phone: Facsimile:

Primary Contact:

Primary Contact E-mail:

Submitted on: , 20_____.

This document was prepared in part from material (EJCDC C-410 Suggested Bid Form for Construction Contracts) which is copyrighted as indicated below:

Copyright © 2007 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794

(703) 684-2882 www.nspe.org

American Council of Engineering Companies

1015 15th Street N.W., Washington, DC 20005

(202) 347-7474 www.acec.org

American Society of Civil Engineers

1801 Alexander Bell Drive, Reston, VA 20191-4400

(800) 548-2723 www.asce.org

Associated General Contractors of America

2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308

(703) 548-3118 www.agc.org

The copyright for this EJCDC document is owned jointly by the four EJCDC sponsoring organizations and held in trust for their benefit by NSPE

MILES

REVISIONS

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

LENGTH OF PROJECT

OF 1988.

AMERICAN VERTICAL DATUM (NAVD)

1983)/94 WEST ZONE, AND THE NORTH

COORDINATE SYSTEM OF 1984 (NAD

USING THE HORIZONTAL GEORGIA

THIS PROJECT HAS BEEN PREPARED

PREPARED BY:

100% IN CONG. DIST. NO. 3.

TROUP COUNTY AND IS

THIS PROJECT IS 100% IN

01-0001

THE DEPARTMENT OF TRANSPORTATION.

STATE HIGHWAY DEPARTMENT OF GEORGIA, AND SHALL BE DEEMED TO MEAN

DEPARTMENT ", OR " DEPARTMENT " WHEN THE CONTEXT THEREOF MEANS THE

HIGHWAY DEPARTMENT ", GEORGIA STATE HIGHWAY DEPARTMENT ", " HIGHWAY

WITH THIS DOCUMENT, TO " STATE HIGHWAY DEPARTMENT OF GEORGIA ", "STATE

DOCUMENTS, DRAWINGS, OR PHOTOGRAPHS USED, OR TO BE USED IN CONNECTION

ALL REFERENCES IN THIS DOCUMENT, WHICH INCLUDES ALL PAPERS, WRITINGS,

NOTE :

SUBSECTIONS 102.04, 102.05, AND 104.03 OF THE SPECIFICATIONS.

OF TRANSPORTATION IN ANY WAY. THE ATTENTION OF BIDDER IS SPECIFICALLY DIRECTED TO

SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO NOT BIND THE DEPARTMENT

FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE

INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS OR IN ANYWAY

DALLIS STREET

N/A

N/A

CITY OF LAGRANGE

TROUP COUNTY

INTERSECTION IMPROVEMENT

LINCOLN STREET - DALLIS STREET

ROJECT LOCATIONP

STA. 40+95.00

GARFIELD

LIMIT OF CONSTRUCTION

E 2026486.8842 N 1101407.0117

STA. 10+89.33 BROWNWOOD

E 2026537.2017

N 1101407.0984

STA. 11+39.67

BROWNWOOD

END ALIGNMENT

STA. 24+47.00

DALLIS

LIMIT OF CONSTRUCTION

E 2026690.7246

N 1101909.4893

STA. 22+55.00

DALLIS

END PROJECT

E 2026497.7650

N 1101407.0984

STA. 33+00.00

LINCOLN

END ALIGNMENT

STA. 31+70.00

LINCOLN

LIMIT OF CONSTRUCTION

STA. 30+00.00 LINCOLN =

BEGIN ALIGNMENT

BEGIN PROJECT

E 2026398.1137

N 1101416.9520

STA. 10+00.00

BROWNWOOD

BEGIN ALIGNMENT

E 2026358.9867

N 1101819.8000

STA. 40+00.00

GARFIELD

BEGIN ALIGNMENT.

0.126

0.126

0.191

LOCATION SKETCH (N.T.S.)

GARFIELD STREET: LOCAL ROAD

LINCOLN STREET: LOCAL ROAD

DALLIS STREET: MINOR COLLECTOR

FUNCTIONAL CLASS:

STA. 20+16.00

DALLIS/LINCOLN

LIMIT OF CONSTRUCTION

STA. 20+00.00 DALLIS/LINCOLN =

E 2026576.2390 N 1101766.6469

STA. 23+72.36 DALLIS/LINCOLN

STA. 23+72.36 DALLIS=

PLANS COMPLETED 9-20-2023

10/02/2023

INV OUT 719.51 18"CON(S)

TOP 722.08

(SEE GDOT STD. 1033D)

PROP. CATCH BASIN

INV. OUT 721.84 18"CON(E)

TOP 724.23

PROP. CATCHBASIN A-01

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

GRWCOV

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E F

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E F

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E F

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E F

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E F

R

E F

R

E F

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CONCOV

12/7/2018

DRAWING No.

200 400

SCALE IN FEET

0 100

10-05-2023

DESCRIPTIONDESCRIPTION

INDEX

02-0001

DRAWING NO. DRAWING NO.

LINCOLN STREET - DALLIS STREET

INTERSECTION IMPROVEMENT

COVER SHEET01-0001

02-0001

03-0001

06-0001

08-0001

07-0001

15-0001

16-0001

21-0001

23-0001 TO 23-0006

13-0001 TO 13-0002

24-0001 TO 24-0003

26-0001 TO 26-0002

INDEX

REVISION SUMMARY

GENERAL NOTES

TYPICAL SECTIONS

MAINLINE ROADWAY PLANS

MAINLINE ROADWAY PROFILE

SIDEROAD PROFILES

DRAINAGE AREA MAP

ROADWAY CROSS SECTIONS

UTILITY PLANS

SIGNING AND MARKING PLANS

04-0001 TO 04-0002

54-0001 TO 54-0004

05-0001 TO 05-0002

52-0001 TO 52-0007 EROSION CONTROL LEGEND

BMP LOCATIONS DETAILS

56-0001 TO 56-0003 BMP CONSTRUCTION STANDARDS AND DETAILS

19-0001 TO 19-0002

20-0001 TO 20-0002

CONSTRUCTION STAGING

CONSTRUCTION STAGING DETAILS

SUMMARY OF QUANTITIES

QUANTITIES REQUIRED BY AMENDMENT

QUANTITIES REQUIRED ON CONSTRUCTION

LANDSCAPE PLANS

COVER SHEET

EXISTING CONDITIONS AND DEMOLITION PLAN

SITE LAYOUT PLAN

SITE LANDSCAPE PLAN

OVERALL SITE IRRIGATION PLAN

LANDSCAPE NOTES

LANDSCAPE DETAILS

HARDSCAPE DETAILS

HARDSCAPE DETAILS

G0.01

C0.01

L1.00

C1.00

L2.00

L3.00

I1.00

L7.00

L7.01

L7.02

L7.03

GENERAL NOTES

GRADING AND DRAINAGE PLANC2.00

C2.10

C3.00

C3.10

STORM PROFILES

EROSION CONTROL PLAN

EROSION CONTROL DETAILS

C4.00

C4.10

C4.20

SITE DETAILS (1)

SITE DETAILS (2)

SITE DETAILS (3)

C4.30 SITE DETAILS (4)

SITE MATERIALS AND FURNISHINGS PLAN

10/02/23

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

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TIME$$$

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GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

REVISION

REVISION SUMMARY

03-0001

DRAWING NO.DATE DATE DRAWING NO. REVISION

INTERSECTION IMPROVEMENT

LINCOLN STREET - DALLIS STREET

C1.00

C2.00

C2.10

C3.00

C3.10

C4.00

C4.10

C4.20

C4.30

G0.01

01-0001

02-0001

10/02/23

10/02/23

10/02/23

10/02/23

10/02/23

10/02/23

10/02/23

10/02/23

10/02/23

10/02/23

10/02/23

10/02/23 SHEET ADDED

COMPLETION DATE ADDED

I1.00

L3.00

L2.0010/02/23

10/02/23

10/02/23 NOTE ADDED

ITEM ROTATED

UPDATED NOTE

INDEX REVISED

SHEET ADDED

SHEET ADDED

SHEET ADDED

SHEET ADDED

SHEET ADDED

SHEET ADDED

SHEET ADDED

SHEET ADDED

INDEX REVISED

10/02/23

10/02/23 06-0001 QUANTITIES 610-6515, 653-1502, 165-0105 REVISED

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

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TIME$$$

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GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

SUMMARY OF QUANTITIES

SUMMARY QUANTITIES

06-0001

INTERSECTION IMPROVEMENT

LINCOLN STREET - DALLIS STREET

10/02/23

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

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TIME$$$

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GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

LANDSCAPE IMPROVEMENTS

LINCOLN STREET - DALLIS STREET

LI

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CITY OF LAGRANGE, GA

Know what'sbelow Callbefore you dig.

www.call811.com

Know what'sbelow Callbefore you dig.

www.call811.com

Copyright 2023, Barge Design Solutions, Inc. ALL RIGHTS RESERVED

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CITY OF

MEG KELSEY, CITY MANAGER

WILLIE EDMONDSON, MAYOR

VICINITY MAP

N.T.S.

SITE

LAGRANGE, GA

PROJECT TEAM

OWNER

CITY OF LAGRANGE

200 RIDLEY AVENUE

LaGRANGE, GA 31902 706-883-2013

CONTACT: MEG KELSEY, CITY MANAGER

CIVIL ENGINEER & LANDSCAPE ARCHITECT

BARGE DESIGN SOLUTIONS

1201 FRONT AVENUE, SUITE F

COLUMBUS, GEORGIA, 31901

PHONE: (706) 321-4583

CONTACT: DAVID BISHOP, PE

1201 Front Avenue // Suite F // Columbus, GA 31901 Phone (706) 321-4590

3643219 PROJECT No.

SEPTEMBER 2023

SHEET INDEX

SHEET TITLE

G0.01 COVER SHEET

C0.01 EXISTING CONDITIONS AND DEMOLITION PLAN

L1.00 SITE LAYOUT PLAN

C1.00 GENERAL NOTES

C2.00 GRADING AND DRAINAGE PLAN

C2.10 STORM PROFILES

C3.00 EROSION CONTROL PLAN

C3.10 EROSION CONTROL DETAILS

C4.00 SITE DETAILS (1)

C4.10 SITE DETAILS (2)

C4.20 SITE DETAILS (3)

C4.30 SITE DETAILS (4)

L2.00 SITE MATERIALS AND FURNISHINGS PLAN

L3.00 SITE LANDSCAPE PLAN

I1.00 OVERALL SITE IRRIGATION PLAN

L7.00 LANDSCAPE NOTES

L7.01 LANDSCAPE DETAILS

L7.02 HARDSCAPE DETAILS

L7.03 HARDSCAPE DETAILS

720720

725 725 725

720720

725 725 725

FILE NO.

I1.00 3643219

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www.call811.com

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

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IRRIGATION LEGEND:

AREAS TO BE IRRIGATED

IRRIGATION NOTES:

1. IRRIGATION PLANS ARE NOT INCLUDED AS PART OF THESE

LANDSCAPE PLANS. IRRIGATION PLANS AND SPECIFICATIONS

ARE TO BE SUBMITTED BY SUBCONTRACTOR AND APPROVED BY

LANDSCAPE ARCHITECT AND OWNER. SEE AREAS TO BE

IRRIGATED ON THIS SHEET.

2. THE PROPOSED AREA OF IRRIGATION IS TO BE ALL LANDSCAPE

BEDS & TREES.

3. ALL PRODUCTS SHALL HAVE CUT SHEETS SUBMITTED TO THE

LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

4. CONTRACTOR TO SUBMIT DETAILED IRRIGATION LAYOUT PLANS

TO LANDSCAPE ARCHITECT INDICATING:

A. LOCATION, TYPE AND COVERAGE OF HEADS (SPRAY ARC)

B. ZONE MAP WITH FLOW RATES

C. DETAILED IRRIGATION PROGRAMMING SCHEDULE TO

ENSURE MAXIMUM PERFORMANCE OF THE SYSTEM.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING GPM

RATE AND PSI FOR SYSTEM CALCULATIONS.

6. PROPOSED IRRIGATION SYSTEM SHALL PROVIDE COMPUTER

CONTROLLER TO BE APPROVED BY LANDSCAPE ARCHITECT.

7. IRRIGATION CONTROLLER TO BE EQUIPPED WITH SMART

WEATHER STATION.

8. ALL IRRIGATION IS TO BE DRIP IRRIGATION OR SPRAY AS

NEEDED.

9. ALL NEWLY INSTALLED PLANT MATERIALS SHALL BE FULLY

IRRIGATED TO ENSURE PLANT HEALTH AND GROWTH SUCCESS.

10. THE IRRIGATION CONTRACTOR SHALL COORDINATE LAYOUT AND

INSTALLATION WITH THE GENERAL CONTRACTORS ON THE SITE.

STRUCTURES OR PAVEMENT NOTED ON THE PLAN, BUT NOT IN

PLACE, SHOULD BE STAKED. THE IRRIGATION SYSTEMS SHOULD

NOT INTERFERE WITH FUTURE PLACEMENT OF THESE PAVED

SURFACES OR STRUCTURES.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY

CONSTRUCTION PERMITS AND FEES.

12. CONTRACTOR SHALL INSTALL 4" SCHEDULE 40 PVC PIPE

SLEEVES A MINIMUM DEPTH OF 18" BELOW FINISH GRADE. CAP

ENDS AND EXTEND SLEEVES 2'-0" BEYOND EDGE OF PAVEMENT.

LAY HEAVY DUTY SLEEVES IN 3" GRAVEL BED MINIMUM.

BACKFILL WITH GRAVEL AND COMPACT. TO WITHSTAND URBAN

CONDITIONS. SLEEVES SHALL BE INSTALLED BY IRRIGATION

CONTRACTOR. REFERENCE DIAGRAMMATIC SLEEVING PLAN ON

THIS SHEET FOR SUGGESTED LOCATION OF SLEEVES. ADD

ADDITIONAL SLEEVES AS NEEDED.

13. GENERAL CONTRACTOR SHALL PROVIDE 120-VOLT POWER

SOURCE FOR CONTROLLER. CONTROLLER LOCATION AND

MOUNTAIN TO BE COORDINATED WITH OWNER.

14. INSTALL ADDITIONAL AUTOMATIC DRAIN VALVES AS REQUIRED

TO DRAIN ALL LINES FOR PROTECTION AGAINST WINTER FREEZE

DAMAGE. LOCATE MANUAL DRAIN VALVES AT LOW POINT ON

MAIN. ALL WATER FLUSHED FROM THE SYSTEM SHALL BE

DIRECTED IMMEDIATELY INTO SITE DRAINS. IRRIGATION WATER

SHALL NOT ENTER CURB OR STREET DRAINS.

15. 24V WIRING TO BE MINIMUM AWG 12/1, SUITABLE FOR DIRECT

BURIAL PER CODE, COLOR CODED. BURY WITH SLACK, BENEATH

OR ADJACENT TO PIPE FOR PROTECTION. SPLICE WITH SHEARS

MODEL DS-100 DRI-SPLICE, OR APPROVED EQUAL.

16. INSTALL AUTOMATIC CONTROL VALVES IN AMETEK VALVE BOXES

OF APPROPRIATE SIZE, VB-10 OR VB-12, OR APPROVED EQUAL.

17. COMPLETE WORK IN COMPLIANCE WITH LOCAL AND STATE

CODES FOR USE OF RECLAIMED WATER. PROVIDE ALL

NECESSARY PERMITS AT THE COST OF THE IRRIGATION

CONTRACTOR.

18. UPON COMPLETION OF IRRIGATION SYSTEM, CONTRACTOR

SHALL TEST AND ADJUST SYSTEM WITH LANDSCAPE ARCHITECT

PRESENT PRIOR TO BURYING LINES.

19. CONTRACTOR TO MAKE 1 MONTH, 6 MONTH AND 9 MONTH

MAINTENANCE VISITS WITH OWNER TO VERIFY ADEQUATE

PERFORMANCE AND OPERATION OF SYSTEM. IF DEFICIENT,

NECESSARY ADJUSTMENTS TO BE MADE AT NO COST.

20. DISCREPANCIES BETWEEN THE FIELD LAYOUT AND CONTRACT

DOCUMENTS SHOULD BE REPORTED AS SOON AS POSSIBLE TO

THE OWNER AND LANDSCAPE ARCHITECT IN CASE REVISIONS

ARE NECESSARY. INADEQUATE IRRIGATION COVER SHOULD BE

NOTED AND CORRECTED BEFORE THE IRRIGATION CONTRACTOR

LEAVES THE SITE.

21. CONTRACTOR TO COORDINATE ALL METER AND BACKFLOW

INFORMATION, LOCATION, AND SIZE. A BOOSTER PUMP SHALL

BE SUPPLIED AS NECESSARY TO PROVIDE ADEQUATE

PRESSURE.

SLEEVING (TYP.)

C M

CONTROLLER, METER, AND

WATER CONNECTION TO BE

COORDINATED WITH OWNER,

SEE NOTES THIS SHEET

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CONTRACTOR TO PROVIDE AT

MINIMUM 2 HOSE PIPE

CONNECTIONS FOR FUTURE

WATER ACCESS

DALLIS ST./LINCOLN ST.

WATER METER BOX/VALVE TO BE

RELOCATED BY IRRIGATION

CONTRACTOR AS NECESSARY TO

ACCOMODATE PROPOSED

IMPROVEMENTS

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SF-101

SF-101

SF-101

SF-104

SF-104

SF-102

SF-103

SF-103

SF-103

L7.02

SYMBOL DESCRIPTION DETAIL

BROOM FINISH CONCRETE 1/L7.02

CONCRETE PAVER 6/L7.02

SLATESCAPE AGGREGATE 8/L7.02

SYMBOL DESCRIPTION DETAIL

TRASH RECEPTACLE 1/L7.03

BIKE RACK 2/L7.03

CURVED SEAT WALL 9/L7.02

STRAIGHT SEAT WALL 9/L7.02

SF-101

SF-102

SF-103

SF-104

FILE NO.

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www.call811.com

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

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SITE FURNISHING NOTES:

1. THE CONTRACTOR IS TO PROVIDE THE FOLLOWING SUBMITTALS:

A. ALL MANUFACTURER'S DATA INCLUDING DIRECTIONS OR

RECOMMENDATIONS FOR INSTALLATION, METHODS,

PROCEDURES AND MAINTENANCE.

B. COMPLETE SHOP DRAWINGS FOR ALL SITE FURNISHINGS

INDICATING ALL DETAILS OF FABRICATION AND

INSTALLATION INCLUDING SIZES, SHAPES, FINISHES,

COLORS, THICKNESS, MATERIAL QUALITY AND ALL OTHER

RELATED WORK APPLICABLE TO THE SITE FURNISHINGS.

C. SUBMIT COLOR SAMPLES FOR APPROVAL.

2. ALL SPECIFIED PRODUCTS ARE TO BE PROVIDED AS SPECIFIED

OR “APPROVED EQUIVALENT”.

A. ALL REFERENCES TO VENDORS AND “APPROVED

MANUFACTURERS” ARE INCLUDED FOR DESCRIPTION OF

QUALITY AND CONTENT OF THE DESIGNATED

EQUIPMENT/MATERIALS AS BASIS OF DESIGN.

EQUIVALENT ITEMS MAY BE ACCEPTED IF THEY MEET ALL

STANDARDS OF QUALITY AND PURPOSE FOR THE

INTENDED USE, AS DETERMINED BY THE COUNTY.

B. PROPOSED SUBSTITUTIONS OF PRODUCTS SHALL BE

EVALUATED BASED ON PRODUCT CONSTRUCTION,

APPEARANCE AND PERFORMANCE. THE CONTRACTOR

WILL BE RESPONSIBLE FOR SUBMITTING ALL

DOCUMENTATION SUPPORTING PROPOSED PRODUCTS

NOT LESS THAN 30 DAYS AFTER NOTICE TO PROCEED OF

PROJECT. THE ACCEPTANCE OR REJECTION OF

PRODUCTS OFFERED AS EQUAL OR SUBSTITUTION SHALL

BE AT THE SOLE DISCRETION OF THE OWNER'S

REPRESENTATIVE. IF THE COUNTY DETERMINES THAT

THE EQUIVALENT SUBMITTED IS NOT AN EQUAL BY

MATERIAL, QUALITY WARRANTY OR ETC.; THE

CONTRACTOR SHALL PROVIDE SPECIFIED FURNISHINGS

LISTED WITHIN THE CONTRACT DOCUMENTS. NO SECOND

SUBMITTAL OF PROPOSED EQUIVALENT WILL BE

REVIEWED OR ACCEPTED.

3. DELIVER ALL MATERIALS WITH MANUFACTURER'S TAGS AND

LABELS INTACT IN CLEAN, DRY AND PROTECTED LOCATIONS.

4. STORE AND HANDLE ALL SITE FURNISHINGS SO AS TO AVOID

DAMAGE.

5. ALL SITE FURNISHINGS SHALL BE PROVIDED BY THE

CONTRACTOR INCLUDING ORDERING, SHIPPING, DELIVERY,

UNPACKING, AND INSTALLING ACCORDING TO MANUFACTURER'S

SPECIFICATIONS AND AS DETAILED ON THE DRAWINGS. THE

CONTRACTOR SHALL VERIFY INSTALLATION PROCEDURE WITH

THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLING.

6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S

REPRESENTATIVE THE DELIVERY OF ALL SITE FURNISHINGS AND

SHALL BE COMPLETELY RESPONSIBLE FOR SHIPPING,

UNPACKING, REMOVING PACKAGING, DISCARDING PALLET AND

PACKAGING MATERIALS, AND ALL HANDLING AFTER DELIVERY

TO PLACE SITE FURNISHINGS IN LOCATIONS DESIGNATED ON

THE PLANS.

7. ALL SITE FURNISHINGS LOCATIONS ARE TO BE APPROVED BY

OWNER'S REPRESENTATIVE PRIOR TO BEING PLACED ON SITE.

8. ALL SITE FURNISHINGS SHALL BE GUARANTEED BY THE

CONTRACTOR FREE OF DEFECTS, CRACKS, CHIPS, STAINS AND

SHALL BE COMPLETELY CLEAN AND FREE OF DAMAGES UPON

FINAL PLACEMENT AND APPROVAL.

9. THE GENERAL CONTRACTOR SHALL SUPPLY A LIST OF SITE

FURNISHING WITH QUANTITIES TO THE OWNER'S

REPRESENTATIVE PRIOR TO ORDERING. QUANTITIES ON THE

PLAN SHALL OVERRULE ANY LISTS (IF APPLICABLE) STATED ON

THIS SHEET.

SITE FURNISHING LEGEND:

SITE MATERIALS LEGEND:

SIGNAGE AND SIGN LIGHTING

- NOT IN CONTRACT,

PROVIDED BY OTHERS

FOUNTAIN, SEE

DETAIL 3/L7.03

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NOTES:

1. SEE SHEET L.300 FOR LANDSCAPE LAYOUT

2. SEE SHEET L7.02-L7.03 FOR HARDSCAPE DETAILS

3. FOUNTAIN LIGHTING TO BE FL-12-RGBW BY PROECO PRODUCTS.

316 STAINLESS STEEL FRONT COVER & HOUSING, 12 WATTS, SIZE 3"

W x 3.1"H TEMPERED GLASS (3MM THICK). OPERATING CURRENT 24V

DC WITH CONSTANT CURRENT LED DRIVER. LENS - CLEAR, BEAD,

FROSTED. BEAM ANGLE 30 DEGREES. CABLE LENGTH TO BE

SPECIFIED UPON ORDER. IP-68 RATING. SURFACE MOUNTED

SYSTEM.

L7.02

SEE PAVER AS ADD ALTERNATE ITEM. PROVIDE INTEGRAL

COLORED STAMPED CONCRETE WITH SOLDIER COURSE

(COLOR CHARCOAL) AND HERRINGBONE PATTERN (COLOR

BURNT AMBER) - SUBMIT SHOP DRAWINGS FOR APPROVAL

PROVIDE 4 FOUNTAIN LIGHTS

SEE NOTES THIS SHEET

DALLIS ST./LINCOLN ST.

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CS2

IVM8

DVJ17

IVM7

ARC9

DVJ15

ARC19

CAC26

CS3

HSO19

HSO79

CAC15

ARC26

AF1

HSO24

CAC9

ARC9

HSO27

AF1AJ1

LI3

TAS104

TD1

HSO68

HSO27

115 SF RIVER ROCK (4"-6")

TREES QTY BOTANICAL NAME COMMON NAME CONDITION SIZE HEIGHT COMMENTS

AJ 1 Acer japonicum 'Mai Kujaku' Dancing Peacock Japanese Maple 15 Gal. 1.5" Cal. 8`-10` HT. Straight dominant leader, Full crown, Well branched AF 2 Acer x freemanii 'Celebration' Celebration Maple Cont./B&B 2"-2 1/2" Cal. 12`-14` HT. Straight dominant leader, Full crown, Well branched CS 5 Camelia Sasanqua 'Yuletide' Sasanqua Camelia Cont./B&B 5`-6` HT. Straight dominant leader, Full crown, Well branched LI 3 Lagerstroemia indica x fauriei 'Natchez' Natchez Crape Myrtle Cont./B&B Multi-stemmed 1"Cal. 8`-10` HT. Multi-stemmed, 3-4 canes TD 1 Taxodium distichum 'Lindsey's Skyward' Lindey's Skyward Bald Cypress Cont./B&B 2"-2 1/2" Cal. 12`-14` HT. Straight dominant leader, Full crown, Well branched

SHRUBS QTY BOTANICAL NAME COMMON NAME CONDITION SIZE SPACING COMMENTS

ARC 64 Abelia x `Rose Creek` Rose Creek Abelia Container 3 GAL. As Shown Full, Dense, Well rooted in pot DVJ 32 Distylium x 'Vintage Jade' Vintage Jade Distylium Container 3 GAL. As Shown Full, Dense, Well rooted in pot IVM 15 Itea virginica 'Merlot' Merlot Sweetspire Container 3 Gal. As Shown Full, Dense, Well rooted in pot

GRASSES QTY BOTANICAL NAME COMMON NAME CONDITION SIZE SPACING COMMENTS

CAC 50 Calamagrostis x acutiflora 'Karl Foerster' Karl Foerster Grass Container 3 Gal. As Shown Full, Dense, Well rooted in pot

SEASONAL DRY-STACK ROCK QTY BOTANICAL NAME COMMON NAME CONDITION SIZE SPACING COMMENTS ROCK 115 sf Seasonal Dry-Stack Rock .

GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONDITION COMMENTS COMMENTS

HSO 244 Hemerocallis x 'Stella de Oro' Stella de Oro Daylily #1 15" O.C.

TAS 81 Trachelospermum asiaticum Asiatic Jasmine SP4 12" O.C.

ZOJ 1,341 sf Zoysia japonica `El Toro` El Toro Zoysia Grass Sod SF

PLANT SCHEDULE

FILE NO.

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20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

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1. SEE ALL DISTURBED AREAS OUTSIDE LIMITS OF WORK THAT ARE

NOT DESIGNATED MULCH OR LANDSCAPE AREAS.

2. SEE SHEET L2.00 FOR SITE MATERIALS AND FURNISHINGS PLAN.

3. SEE SHEET L7.01 FOR LANDSCAPE DETAILS.

DALLIS ST./LINCOLN ST.

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Callbefore you dig.

www.call811.com

20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

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GENERAL GRADING AND STORM DRAINAGE NOTES:

PIPE NOTES:

1. IF USING HDPE: HDPE PIPE SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M-294

AND AASHTO MP7, TYPE S&D. CONNECTION SHALL USE A RUBBER GASKET, WHICH

CONFORMS TO ASTM F-47. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM

RECOMMENDED PRACTICE D-2321, AASHTO SECTION 30, OR WITH SECTION 550 OF THE

GEORGIA DOT STANDARD SPECIFICATION CONSTRUCTION OF ROAD AND BRIDGES,

2. IF USING RCP PIPE ALL RCP PIPE JOINTS SHALL BE BELL & SPIGOT TYPES WITH RUBBER

GASKET CONFORMING TO ASTM C-443. THE PIPE SHALL BE MANUFACTURED IN

ACCORDANCE WITH AASHTO M-170 AND/OR ASTM C-76. CLASS OF PIPE AND WALL

THICKNESS SHALL BE IN ACCORDANCE WITH 1030-D, GA. DOT SPECIFICATION, TABLE

NO. 1. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 550 OF THE GEORGIA

DOT DOT STANDARD SPECIFICATIONS, CONSTRUCTION OF ROAD AND BRIDGES.

HDPE PIPE REQUIREMENTS

1. HDPE PIPE N-12 ST IB PIPE (PER AASHTO) SHALL HAVE A SMOOTH INTERIOR AND

ANNULAR EXTERIOR CORRUGATIONS.

2. 4-10 INCH (100 TO 250 MM) SHALL MEET AASHTO M252, TYPE S.

3. 12-60 INCH (300 TO 1500 MM) SHALL MEET AASHTO M294, TYPE S OR ASTM F2306.

4. MANNING’S “N” VALUE FOR USE IN DESIGN SHALL BE 0.012.

STORM SEWER PIPE INSTALLATION NOTES:

JOINT PERFORMANCE

PIPE SHALL BE JOINED USING A BELL & SPIGOT JOINT MEETING AASHTO M252, AASHTO M294, OR

ASTM F2306. THE JOINT SHALL BE SOIL-TIGHT AND GASKETS, WHEN APPLICABLE, SHALL MEET

THE REQUIREMENTS OF ASTM F477. GASKETS SHALL BE INSTALLED BY THE PIPE

MANUFACTURER AND COVERED WITH A REMOVABLE WRAP TO ENSURE THE GASKET IS FREE

FROM DEBRIS. A JOINT LUBRICANT SUPPLIED BY THE MANUFACTURER SHALL BE USED ON THE

GASKET AND BELL DURING ASSEMBLY.

FITTINGS

FITTINGS SHALL CONFORM TO AASHTO M252, AASHTO M294 OR ASTM F2306. BELL AND SPIGOT

CONNECTIONS SHALL UTILIZE A SPUN-ON OR WELDED BELL AND VALLEY OR SADDLE GASKET

MEETING THE SOIL-TIGHT JOINT PERFORMANCE REQUIREMENTS OF AASHTO M252, AASHTO

M294 OR ASTM F2306

MATERIAL PROPERTIES

VIRGIN MATERIAL FOR PIPE AND FITTING PRODUCTION SHALL BE HIGH DENSITY POLYETHYLENE

CONFORMING WITH THE MINIMUM REQUIREMENTS OF CELL CLASSIFICATION 424420C FOR 4-

THROUGH 10-INCH (100 TO 250 MM) DIAMETERS, OR 435400C FOR 12- THROUGH 60-INCH (300 TO

1500 MM) DIAMETERS, AS DEFINED AND DESCRIBED IN THE LATEST VERSION OF ASTM D3350, EXCEPT THAT CARBON BLACK CONTENT SHOULD NOT EXCEED 4%. THE 12- THROUGH 60-INCH

(300 TO 1500 MM) VIRGIN PIPE MATERIAL SHALL COMPLY WITH THE NOTCHED CONSTANT

LIGAMENT-STRESS (NCLS) TEST AS SPECIFIED IN SECTION 9.5 AND 5.1 OF AASHTO M294 AND

ASTM F2306 RESPECTFULLY.

INSTALLATION

INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 AND ADS’S PUBLISHED

INSTALLATION GUIDELINES, WITH THE EXCEPTION THAT MINIMUM COVER IN TRAFFICKED AREAS

FOR 4 - THROUGH 48-INCH (100 TO 1200 MM) DIAMETERS SHALL BE ONE FOOT (0.3 M), AND FOR

54- AND 60-INCH (1350 AND 1500 MM) DIAMETERS, SHALL BE 2 FT (0.6 M) IN SINGLE RUN

APPLICATIONS. BACKFILL FOR MINIMUM COVER SITUATIONS SHALL CONSIST OF CLASS 1, CLASS

2 (MINIMUM 90% SPD) OR CLASS

3 (MINIMUM 90% SPD) MATERIAL. MAXIMUM FILL HEIGHTS DEPEND ON EMBEDMENT MATERIAL

AND COMPACTION LEVEL; PLEASE REFER TO TECHNICAL NOTE 2.01. CONTACT YOUR LOCAL ADS

REPRESENTATIVE OR VISIT OUR WEBSITE AT WWW.ADS-PIPE.COM FOR A COPY OF THE LATEST

INSTALLATION GUIDELINES.

MANHOLE REQUIREMENTS

1. PRECAST CONCRETE MANHOLE BARREL AND ECCENTRIC TOP SECTIONS SHALL

CONFORM TO SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MANHOLE

SECTIONS, ASTM DESIGNATION C478, EXCEPT AS OTHERWISE SPECIFIED BELOW. THE

METHOD OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS AND THE FOLLOWING

ADDITIONAL REQUIREMENTS:

2. BARREL SECTIONS SHALL HAVE TONGUE AND GROOVE JOINTS. JOINTS SHALL HAVE

ROUND RUBBER GASKETS SET IN SPECIALLY PROVIDED INDENTION. THE ROUND RUBBER

"O"-RING GASKET SHALL CONFORM TO ASTM C443 STANDARD SPECIFICATIONS. FLEXIBLE

PLASTIC GASKETS (RAM-NEK OR EQUAL) MEETING FEDERAL SPECIFICATIONS SS-S210A

"SEALING COMPOUND, PREFORMED PLASTIC FOR PIPE JOINTS", TYPE I, ROPE FORM AND

AASHTO DESIGNATION M-198 751, TYPE B, FLEXIBLE PLASTIC GASKET (BITUMEN) ARE

ALSO ACCEPTABLE.

3. TYPE I CEMENT SHALL BE USED, EXCEPT AS OTHERWISE APPROVED.

4. THE DATE OF MANUFACTURE AND THE NAME OR TRADEMARK OF THE MANUFACTURER

SHALL BE CLEARLY MARKED ON THE INSIDE OF EACH PRECAST SECTION. EACH SECTION

OF THE MANHOLE MUST BE INSPECTED AND STAMPED BY AN ACCREDITED TESTING

LABORATORY.

5. SECTIONS SHALL BE CURED BY AN APPROVED METHOD FOR AT LEAST 28 DAYS.

6. TOP SECTIONS SHALL BE ECCENTRIC EXCEPT PRECAST CONCRETE SLABS SHALL BE

USED WHERE COVER OVER THE TOP OF THE PIPE IS LESS THAN FOUR FEET FOR ALL

MANHOLES.

7. PRECAST CONCRETE SLABS OVER TOP SECTION, WHERE REQUIRED, SHALL BE CAPABLE

OF SUPPORTING THE OVERBURDEN PLUS A LIVE LOAD EQUIVALENT TO AASHTO H-20

LOADING.

8. MANHOLE STEPS SHALL BE CAST INTO THE PRECAST SECTIONS AND SHALL CONFORM TO

ASTM SPECIFICATION C478. STEPS SHALL BE PLASTIC STEP BY M. A. INDUSTRIES, INC., OR

EQUAL.

9. HOLES IN PRECAST SECTIONS TO RECEIVE SEWER PIPE SHALL BE PRECAST AT THE

FACTORY AT THE REQUIRED LOCATIONS. ALL PRECAST HOLES SHALL HAVE KOR-N-SEAL

(OR EQUAL) RUBBER BOOTS.

10. THE TOPS OF BASES SHALL BE SUITABLY SHAPED TO MATE WITH THE PRECAST BARREL

SECTION.

11. CAST IRON FRAMES AND COVERS SHALL BE EAST JORDAN IRON WORKS MODEL V-1480,

STANDARD; V-2480, BOLTDOWN WATERTIGHT; U.S. FOUNDRY MODEL 360-E, STANDARD;

360-E/ORS, BOLTDOWN WATERTIGHT; OR EQUAL.

12. MANHOLES AND OTHER PRECAST STRUCTURES SHALL BE CONSTRUCTED TO THE

DIMENSIONS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED IN THESE

SPECIFICATIONS.

13. THE BASE SHALL BE CAST-IN-PLACE CONCRETE PLACED ON A THOROUGHLY COMPACTED

GRAVEL SUB-BASE. THE TOPS OF THE CAST-IN-PLACE BASES SHALL BE SHAPED TO MATE

WITH THE PRECAST BARREL SECTION, AND SHALL BE ADJUSTED TO FINISH OR SPECIFIED

GRADE.

14. PRECAST BASES, CONFORMING TO ALL REQUIREMENTS OF ASTM C478 AND ABOVE

LISTED REQUIREMENTS FOR PRECAST SECTIONS, MAY BE USED.

15. PRECAST CONCRETE STRUCTURE SECTIONS SHALL BE SET TO BE VERTICAL AND WITH

SECTIONS IN TRUE ALIGNMENT WITH A 1/4" MAXIMUM TOLERANCE TO BE ALLOWED.

16. HOLES IN THE CONCRETE PIPE SECTIONS REQUIRED FOR HANDLING OR OTHER

PURPOSES SHALL BE PLUGGED WITH A NON-SHRINKING GROUT.

17. WHERE HOLES MUST BE CUT IN THE PRECAST SECTIONS TO ACCOMMODATE PIPES,

CORING SHALL BE DONE PRIOR TO SETTING THEM IN PLACE.

18. CAST IRON FRAMES SHALL BE PLACED, SHIMMED, AND SET IN PORTLAND CEMENT

MORTAR TO THE REQUIRED GRADE. NO MORE THAN THREE COURSES OF LEVELING

RINGS SHALL BE USED.

EROSION CONTROL NOTES

1. NO VEGETATION IS TO BE DISTURBED EXCEPT AS NECESSARY FOR GRADING PURPOSES.

2. TOPSOIL IS TO BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED, AND

REDISTRIBUTED OVER GRADED AREAS TO A MINIMUM DEPTH OF 6". THE SOIL IS TO BE

STOCKPILED IN THE LOCATIONS AS DESIGNATED BY THE OWNER.

3. ALL GRADED AREAS INCLUDING 3:1 SLOPES ARE TO BE STABILIZED WITH GEO-TEXTILE

MATTING WITHIN 7 DAYS OF FINAL GRADING. ANY AREAS LEFT UNDISTURBED FOR 7 DAYS

SHALL HAVE ADEQUATE STABILIZATION.

4. ALL DIMENSIONS AND LOCATIONS OF TEMPORARY SOIL EROSION AND WATER POLLUTION

CONTROL DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS DESIGNATED BY THE ENGINEER.

5. WHEN THE TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES ARE NO

LONGER REQUIRED FOR THE INTENDED PURPOSE, IN THE OPINION OF THE ENGINEER, THEY

SHALL BE REMOVED.

6. NO WORK IS TO BE STARTED UNTIL MANDATORY PRE-CONSTRUCTION MEETING WITH THE

OWNER.

7. INSTALL SILT FENCE AROUND THE BASE OF ANY STOCK PILES.

8. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA,

THE EQUIPMENT MAINTENANCE AND CLEANING AREA, CONTRACTOR'S EMPLOYEE PARKING

AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, CONCRETE TRUCK WASHOUT AREA,

OFFICE TRAILERS, AND TOILET FACILITIES. CONTRACTOR TO COORDINATE EXACT LOCATION

WITH PROJECT ENGINEER AND CITY ENGINEER DURING PRECONSTRUCTION MEETING.

9. ALL UNDISTURBED AREAS INCLUDING WETLAND/STREAM BUFFERS, SHALL BE FIELD MARKED

AND KEPT FREE OF CONSTRUCTION EQUIPMENT.

10. CURRENT VERSIONS OF THE STORM WATER POLLUTION PREVENTION PLAN, NOTICE OF

INTENT, AND NOTICE OF COVERAGE SHALL BE KEPT ON SITE AND IS TO BE ACCESSIBLE FOR

THE DURATION OF THE PROJECT.

11. APPLY PERMANENT GEO-TEXTILE MATTING WHENEVER GRADING OPERATIONS ARE

COMPLETED AND ALL CONSTRUCTION OPERATIONS WILL NOT IMPACT THE DISTURBED

AREA. APPLY PERMANENT GEO-TEXTILE MATTING TO ALL NON-CONSTRUCTION AREAS THAT

SHOW SIGNS OF EXCESSIVE EROSION.

12. EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH

GSWCC'S EROSION AND SEDIMENT CONTROL HANDBOOK AND GSWCC'S CONSTRUCTION

ACTIVITY PERMIT REQUIREMENTS. THE DEVICES SHOWN ON THE DRAWINGS ARE THE

MINIMUM REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION CONTROL

DEVICES AS NEEDED.

13. CONTRACTOR TO PROVIDE AN AREA FOR CONCRETE WASH DOWN AND EQUIPMENT

FUELING IN ACCORDANCE WITH GSWCC. CONTRACTOR TO COORDINATE EXACT LOCATION

WITH NPDES DEPARTMENT DURING PRECONSTRUCTION MEETING. CONTROL OF OTHER

SITE WASTES SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LITTER, AND

SANITARY WASTES THAT MAY CAUSE ADVERSE IMPACTS TO WATER QUALITY IS ALSO

REQUIRED BY THE GRADING PERMITTEE. LOCATION OF AND/OR NOTES REFERRING TO

THESE BMP'S SHALL BE SHOWN ON THE EPSC PLAN.

14. THE SITE SHALL BE STABILIZED WITHIN 14 DAYS AFTER CONSTRUCTION HAS

TEMPORARILY/PERMANENTLY CEASED.

15. VEGETATION AND EROSION PREVENTION AND SEDIMENT CONTROL MEASURES THAT ARE

AFFECTED BY CONSTRUCTION SHALL BE REPAIRED OR REPLACED WITHIN 7 DAYS.

UTILITY NOTES

1. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND INVERTS OF ALL EXISTING UTILITY

LINES AND STRUCTURES (INCLUDING STORM DRAINAGE PIPES OR STRUCTURES) BEFORE

THE COMMENCEMENT OF CONSTRUCTION.

2. CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS, AND PAY ANY

APPLICABLE FEES.

3. IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS FOUND IN THE DRAWINGS, OR IF

PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL BE

REQUIRED TO NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK. IF ENGINEER

IS NOT NOTIFIED, THE CONTRACTOR SHALL TAKE RESPONSIBILITY FOR THE COST OF ANY

REVISION.

4. THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, TAKE

CARE TO PROTECT UTILITIES THAT ARE TO REMAIN, REPAIR ANY DAMAGE ACCORDING TO

LOCAL STANDARDS AND AT THE CONTRACTOR'S EXPENSE, AND COORDINATE ALL

CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.

5. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN THE USE OF EQUIPMENT IN AND

AROUND OVERHEAD AND UNDERGROUND ELECTRICAL WIRES AND SERVICES. IF AT ANY

TIME IN THE PURSUIT OF THIS WORK THE CONTRACTOR MUST WORK IN THE CLOSE

PROXIMITY OF THE ABOVE NOTED WIRES, THE ELECTRIC COMPANY SHALL BE CONTRACTED

PRIOR TO SUCH WORK AND THE PROPER SAFETY MEASURES IN THE PROJECT AREA

SHOULD BE MADE BY THE CONTRACTOR PRIOR TO THE INITIATION OF CONSTRUCTION.

6. THE OWNER AND ENGINEER DO NOT ASSUME RESPONSIBILITY FOR THE POSSIBILITY THAT,

DURING CONSTRUCTION, UTILITIES OTHER THAN THOSE SHOWN MAY BE ENCOUNTERED OR

THAT ACTUAL LOCATION OF THOSE SHOWN MAY BE DIFFERENT FROM LOCATIONS

DESIGNATED ON THE CONTRACT DRAWINGS. IN AREAS WHERE IT IS NECESSARY THAT

EXACT LOCATIONS BE KNOWN OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL, AT

HIS OWN EXPENSE, FURNISH ALL LABOR AND TOOLS NECESSARY TO EITHER VERIFY AND

SUBSTANTIATE OR DEFINITELY ESTABLISH THE POSITION OF UNDERGROUND UTILITY LINES.

GENERAL NOTES

PROJECT DESCRIPTION:

THESE DRAWINGS ARE PART OF AN OVERALL UPGRADE TO THE EXISTING CONVEYANCE STORM

WATER DRAINAGE SYSTEM THAT PRIMARILY SERVES THE PARK CONSTRUCTION.

1. THE FOLLOWING NOTES ARE APPLICABLE TO ALL CIVIL DOCUMENTS.

2. THE CONTRACTOR SHALL USE MATERIALS AND EMPLOY CONSTRUCTION METHODS IN

ORDER TO COMPLY WITH THE DRAWINGS AND SPECIFICATIONS. WHERE A CONFLICT

OCCURS, THE STRICTEST DESIGN SHALL GOVERN. ENGINEER'S REVIEW OF SHOP

DRAWINGS, PRODUCT DATA, ETC. DOES NOT RELIEVE THE CONTRACTOR FROM COMPLYING

WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INFORM THE OWNER AND

ENGINEER IN WRITING OF ANY SPECIFIC DEVIATIONS AND OBTAIN OWNER'S AND

ENGINEER'S WRITTEN APPROVAL OF THE SPECIFIC DEVIATION.

3. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND OBTAIN ALL PERMITS AND

BOND, IF REQUIRED, PRIOR TO BEGINNING WORK.

4. THE SITE LAYOUT IS BASED ON THE CONTROL POINTS AS NOTED.

5. DO NOT SCALE DRAWING AS THEY ARE REPRODUCTION AND SUBJECT TO DISTORTION.

6. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE

STARTING ANY WORK. DAMAGES TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE

REPAIRED ACCORDING TO LOCAL STANDARDS AND SPECIFICATIONS AT THE CONTRACTOR'S

EXPENSE. COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY.

7. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATIONS AND LIAISON WITH UTILITY

COMPANIES IN THE PROCESS OF LOCATING, RELOCATION AND TIE-IN TO PUBLIC UTILITIES.

ALSO, CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL INSPECTORS A MINIMUM 48

HOURS PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY WITH GOVERNING AGENCY

8. ALL DAMAGE TO EXISTING ASPHALT PAVEMENT TO REMAIN, WHICH RESULTS FROM NEW

CONSTRUCTION, SHALL BE REPLACED WITH LIKE MATERIALS AT CONTRACTOR'S EXPENSE.

9. THESES PLANS, PREPARED BY BARGE DESIGN SOLUTIONS., DO NOT EXTEND TO OR

INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR

ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE

SEAL OF BARGE DESIGN SOLUTIONS REGISTERED PROFESSIONAL ENGINEER HEREON DOES

NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE

INCORPORATED INTO THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE

OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY BE REQUIRED BY U.S.

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND /OR LOCAL

REGULATIONS.

10. ALL HANDICAP PARKING SPACES ARE TO RECEIVE A HANDICAP SIGN AND HANDICAP

SYMBOL PAINTED ON THE PAVEMENT. STALLS ADJACENT TO 8' WIDE STRIPED AISLES ARE

TO RECEIVE A "VAN ACCESSIBLE" SIGN IN ADDITION TO THE ABOVE.

11. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS

DURING CONSTRUCTION.

12. UNLESS NOTED, SUBMIT SHOP DRAWINGS OF ALL FABRICATED MATERIALS FOR REVIEW.

DESIGN DRAWINGS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS.

13. ALL REQUIRED TESTING REPORTS SHALL BE AVAILABLE AT THE JOB SITE.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT

INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE

COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE

FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION

TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY

A STATE OF GA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED AND

PAID FOR BY THE CONTRACTOR.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING VEGETATION

DURING CONSTRUCTION. THE COST TO REPLACE OR RESTORE VEGETATION SHALL BE THE

CONTRACTOR'S RESPONSIBILITY.

16. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ON COPY OF THE

CURRENT CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, SPECIAL

CONDITIONS AND COPIES OF ANY REQUIRED PERMITS.

17. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A

LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL

AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL

ABANDONMENT PERMITS REQUIRED.

18. ANY WELLS DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO

THE OWNER AND THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER

DISCOVERY IS MADE. REMEDIATION OF THE WELL WILL BE DETERMINED AT THAT TIME.

GRADING NOTES

1. ALL STORMWATER PIPES, STRUCTURES, AND APPURTENANCES SHALL BE INSTALLED IN

ACCORDANCE WITH STANDARD SPECIFICATIONS AND DETAILS.

2. NO TREES ARE TO BE REMOVED AND/OR VEGETATION DISTURBED EXCEPT AS NECESSARY

FOR GRADING PURPOSES AND ONLY AS APPROVED BY OWNER'S REPRESENTATIVE AND

CITY ENGINEER. SEE LANDSCAPE PLANS FOR TREES TO REMAIN.

3. STRIP ALL TOPSOIL AND OTHER DELETERIOUS MATERIALS AS PER SOIL CONSULTANT'S

GEOTECH REPORT, TO ACCOMPLISH GRADING AS INDICATED ON THE PLANS. STOCKPILE

TOPSOIL IN AREA(S) DESIGNATED BY THE OWNER FOR REUSE IN LANDSCAPE ISLANDS AND /

OR GREEN SPACE AREAS.

4. ALL TOPSOIL, FILL MATERIAL, EXISTING FOUNDATIONS, UTILITIES, UNDER GROUND TANKS, PAVEMENT,BASE AND ANY OTHER DELETERIOUS MATERIALS SHALL BE COMPLETELY

REMOVED FROM WITHIN THE BEARING ZONE BELOW THE STRUCTURE.

5. IN NO CASE SHALL SLOPE HEIGHT, SLOPE INCLINATION, OR EXCAVATION DEPTH, INCLUDING

TRENCH CONSTRUCTION, EXCEED THOSE SPECIFIED IN LOCAL, STATE AND FEDERAL

REGULATIONS, SPECIFICALLY THE CURRENT OSHA HEALTH AND SAFETY STANDARDS FOR

EXCAVATIONS (29 CRF PART 1926) SHALL BE FOLLOWED

6. ALL GRADED AREAS, INCLUDING SLOPES, ARE TO BE MULCHED AND SEEDED AS SOON AS

POSSIBLE AFTER GRADING IS COMPLETED.

7. CONSTRUCT EROSION CONTROL AS SHOWN ON DRAWINGS PRIOR TO BEGINNING GRADING

OPERATIONS.

8. ALL NEW STRUCTURES AND EXISTING STRUCTURES SHALL HAVE SEDIMENT REMOVED

PRIOR TO ACCEPTANCE.

9. SILT BARRIERS SHALL BE CLEANED OF ACCUMULATED SEDIMENT WHEN APPROXIMATELY

50% FILLED WITH SUCH SEDIMENT.

10. ALL DIMENSIONS AND LOCATIONS OF TEMPORARY EROSION AND WATER POLLUTION

CONTROL DEVICES SHALL BE SUBJECT TO ADJUSTMENT AS DESIGNATED BY THE OWNER'S

REPRESENTATIVE.

11. WHEN THE TEMPORARY SOIL EROSION AND WATER POLLUTION DEVICES ARE NO LONGER

REQUIRED FOR THE INTENDED PURPOSE IN THE OPINION OF THE OWNER'S

REPRESENTATIVE THEY SHALL BE REMOVED.

12. REPLACE SILT BARRIERS WHEN CONDITIONS WARRANT AND AS DIRECTED BY THE OWNER'S

REPRESENTATIVE AND CITY ENGINEER.

13. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS PRIOR TO BEGINNING WORK.

14. CONTOUR LINES AND SPOT ELEVATIONS ARE THE RESULT OF A DETAILED ENGINEERING

GRADING DESIGN AND REFLECT A PLANNED INTENT WITH REGARD TO DRAINAGE AND

MOVEMENT OF MATERIALS. CONTOUR LINES AND SPOT ELEVATIONS ARE BASED ON

ESTABLISHED PROJECT BENCHMARK, WHICH THE CONTRACTOR SHALL VERIFY WITH

TOPOGRAPHY SURVEY. SHOULD THE CONTRACTOR HAVE ANY QUESTION OF THE INTENT

OR ANY PROBLEMS WITH CONTINUITY OF GRADES, THE ENGINEER SHOULD BE CONTACTED

IMMEDIATELY PRIOR TO BEGINNING WORK.

15. ALL UN-SURFACED AREA DISTURBED BY…