Addendum No 2 with Attachments Lincoln Dallis.pdf

PDF 4 MB Posted Sep 28, 2023

Attached to: Lincoln Street Project
Solicitation number: PE-74150-NONST-2024-000000002
Issued by: Terrell County, Georgia

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Written by GovTribe AI · Aug 26, 2024

This document is an Addendum to the bid documents for the Lincoln Street - Dallis Street Intersection Improvement project in LaGrange, Georgia. The addendum provides updates to the bid schedule, including replacing the Bid Form, deleting and replacing various plan sheets, and providing responses to questions received. The bid due date has been changed to November 6, 2023, while the time and location of the bid opening remain the same. The work includes landscape improvements to be bid as a lump sum, as well as various roadway and utility items to be bid per unit prices. The contract includes a concrete paver alternate for the fountain area. Pricing terms include a soils and concrete testing allowance, and unit prices for removal of unsuitable material. There are no specific set-asides or incumbent mentioned in the documents provided.

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File	Type	Posted
Addendum No 1 with Attachments Lincoln Dallis.pdf	PDF	Sep 28, 2023
00 11 16B _ Advertisement for Bids Lincoln St.pdf	PDF	Sep 28, 2023

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10/26/2023 36432-19 ADD-2-1

ADDENDUM NO. 2

LINCOLN STREET – DALLIS STREET INTERSECTION IMPROVEMENT

CITY OF LAGRANGE

LAGRANGE, GEORGIA

* * * SPECIAL NOTICE * * *

THE BID DATE FOR THIS PROJECT HAS BEEN CHANGED TO NOVEMBER 6, 2023. THE

TIME AND LOCATION OF THE BID OPENING HAS NOT CHANGED.

ADDITIONAL INFORMATION DOCUMENTS

The following document:

• Questions and Responses No. 1 is being provided with this addendum for information purposes only. The document listed above is not, and will not, be considered as part of the Contract Documents.

SPECIFICATIONS

Delete Specification 00 41 00 – Bid Form and replace with Specification 00 41 00 – Bid Form dated October 26, 2023 included with this addendum. The October 26, 2023 version of the Bid Form shall be used for submittal of Bids unless notified otherwise.

DRAWINGS

Delete Sheets 01-0001, 03-0001, 06-0001, 13-0001, 13-0002, 19-0001, 19-0002, 24-0002, & 24-0003 and replace with Sheets 01-0001, 03-0001, 06-0001, 13-0001, 13-0002, 19-0001, 19- 0002, 24-0002, & 24-0003 included with this addendum.

Delete Sheets L3.00, L7.03, & I1.00 from the Landscape Improvements section and replace with Sheets L3.00, L7.03, & I1.00 included with this addendum.

Bidder Must Acknowledge Receipt of this Addendum on Bid Form

October 26, 2023

Barge Design Solutions, Inc.

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

(770) 628-7645

10/26/2023 36432-19 QR 1-1

QUESTIONS AND RESPONSES NO. 1

LINCOLN STREET – DALLIS STREET INTERSECTION IMPROVEMENT

CITY OF LAGRANGE

LAGRANGE, GEORGIA

1. Q: There isn’t a line item for the work associated with the fountain or landscaping on the bid form. Will the bid form be updated by addendum?

R: Furnishing of all products, materials and equipment, and labor necessary to complete the Lincoln Street – Dallis Street Landscape Improvements, including all work shown on the Drawings and/or specified shall be bid as Lump Sum.

2. Q: The Bid Form will need a line item for the site furnishings listed on L2.00 correct?

3. Q: I’m coming up with 583 square yards of sidewalks, the bid form has the quantity as 40 square yards.

R: The 40 square yards of sidewalk in the bid form represents the proposed sidewalk along the west side of Lincoln Street from STA 31+04.62 to STA 31+67.50 shown on Drawing 13-0002 of the roadway construction plans. All other proposed sidewalk is to included in the lump sum cost of the landscape improvement plans.

4. Q: On sheet L.300, there is the island area in the center that is shaded with a pattern that is not labeled. Can you inform me as to what the shading is to be?

R: This shaded area represents slatescape aggregate. See Detail 8 on Drawing L7.02.

5. Q: Are all the seat walls / benches CIP concrete walls?

R: All walls are CIP concrete. See Detail 9 on Drawing L7.02.

6. Q: Is the fountain wall CIP concrete or split-face block?

R: The fountain wall is split-face block – 18” plus cap.

7. Q: Should there bid a line item on the bid form for the reinforced concrete pipe and related structures?

R: All proposed drainage pipes and structures shown in the Landscape Improvements section shall be included in the lump sum cost for Basis of Bid Item Numbers 1A and 1B (Alternate-1).

8. Q: Sheet l2.00 references an alternate for brick pavers at the fountain. There is no line item for this on the bid form.

R: A new line item for a concrete paver alternate has been added to the Basis of Bid in Section 5.01 of Specification 00 41 00.

October 26, 2023

Barge Design Solutions, Inc.

2839 Paces Ferry Road SE, Suite 850

Atlanta, Georgia 30066

(770) 628-7645

Section 00 41 00 Bid Form

10/26/23 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

10/26/23 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

10/26/23 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

10/26/23 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

1A.

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. Traffic Control Lump Sum $

3. Grading Complete Lump Sum $

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

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

2680 SY

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

10 SY

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

10 SY

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

9..

Conc Sidewalk, 4 IN 40 SY $ $

10.

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

750 LF

11.

Pvmt Reinf Fabric Strips, TP 2, 18 IN Width

750 LF

12.

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

13.

Flowable Fill 5 CY $ $

14.

Catch Basin, GP 1 2 EA $ $

15.

Remove Sign 3 EA $ $

16.

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

17.

Ground-Mounted Breakaway Sign Support

7 EA

18.

Thermoplastic Solid Traffic Stripe, 5 IN, White

1600 LF

19.

Thermoplastic Solid Traffic Stripe, 5 IN, Yellow

1100 LF

20.

Thermoplastic Solid Traffic Stripe, 24 IN, White

21.

Thermoplastic Solid Traffic Stripe, 8 IN, White

300 LF

22.

Rem Exist Traf Strip & Markings, All Kinds & Type

550 LF

23.

Temporary Grassing 0.5 AC $ $

24.

Mulch 3 TN $ $

00 41 00 - 5

10/26/23 36432-19

25.

Construction Exit 1 EA $ $

26.

Construct & Remove Compost Filter Sock

39 LF

27.

Construct & Remove Inlet Sediment Traps

7 EA

28.

Maintenance of Temporary Silt Fence, TP A

175 LF

29.

Maintenance of Construction Exit 1 EA $ $

30.

Maintenance of Inlet Sediment Traps 7 EA $ $

31.

Temporary Silt Fence, Type A 350 LF $ $

32.

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

33.

Permanent Grassing 0.5 AC $ $

34.

Agricultural Lime 3 TN $ $

35.

Fertilizer Mixed Grade 0.5 TN $ $

36.

Fertilizer Nitrogen Content 50 LB $ $

37.

Sod 100 SY $ $

38.

Cash Allowances a.

Soils and Concrete Testing Allowance $ 2,500.00

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

39.

Removal of Unsuitable Material and Replacement with a.

Crushed Stone 50 CY $ $ b.

Suitable Earth Material 50 CY $ $

40.

Alternate 1 – Concrete Pavers in lieu of Stamped Concrete for Landscape Improvements.

Lump Sum $

BID TOTAL, ITEMS 1 THROUGH 40, 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

10/26/23 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

10/26/23 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:

(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

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

0.191

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

E F

CONCOV

12/7/2018

DRAWING No.

200 400

SCALE IN FEET

0 100

10-05-2023

10/24/2023

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 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

INDEX REVISED

10/02/23

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

10/24/23 06-0001 QUANTITIES 005-0023 AND 205-0100 REMOVED

10/24/23

13-0001

13-0002

10/24/23 ADDED NOTES FOR SIDEWALKS AND WHEELCHAIR RAMPS

ADDED NOTES FOR SIDEWALKS AND WHEELCHAIR RAMPS

ADDED NOTE FOR WHEELCHAIR RAMPS

19-0002

19-000110/24/23

10/24/23

24-0003

24-0002

10/24/23

ADDED NOTE FOR WHEELCHAIR RAMPS

10/24/23

I1.00

L3.00

L7.03

FOUNTAIN UTILITY BOX LOCATION, WATER METER AND SERVICE LINE TO FOUNTAIN SHOWN

ADJUSTMENT TO PLANTING TO MAKE ROOM FOR UTILITY BOX INFRASTRUCTURE

ADA RAMP DETAIL 5/L7.03 INDICATING TRUNCATED DOME PAVER ADDED

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

E F

TIME$$$

E F

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

10-25-2023

SUMMARY OF QUANTITIES

SUMMARY QUANTITIES

06-0001

INTERSECTION IMPROVEMENT

LINCOLN STREET - DALLIS STREET

10/02/23

10/24/23

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

E F

TIME$$$

E F

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

SUMMARY QUANTITIES

06-

CONSTRUCTION PLAN

LINCOLN STREET - DALLIS STREET

INTERSECTION IMPROVEMENT

13-0001

COST ESTIMATE.

LANDSCAPING LUMP SUM

TO BE INCLUDED IN

ALL WHEELCHAIR RAMPS

NOTE:

10/24/23

18'

12' 18'

18'

34.5'

37.5'

R 5

18'

32.86'

INV OUT 719.51 18"CON(S)

TOP 722.08

(SEE GDOT STD. 1033D)

PROP. CATCH BASIN

SEE LANDSCAPE PLANS

PC 22+70.22

PI 23+41.90

E 2,026,552.7244

CURVE D10

N 1,101,742.5091

R 280.00

L 140.35

T 71.68

E 2,026,495.4215

N 1,101,405.8653

CURVE B10

PI 10+97.94

R 250.00

L 35.74

T 17.90

P T

8P C

BEGIN ALIGNMENT

E 2026398.1137

N 1101416.9520

STA. 10+00.00

BROWNWOOD ST.

BEGIN ALIGNMENT

E 2026537.2017

N 1101407.0984

STA. 11+39.67

BROWNWOOD ST.

END ALIGNMENTE 2026486.8842

N 1101407.0117

STA. 10+89.33 BROWNWOOD

STA. 20+00.00 DALLIS/LINCOLN =

OFF -31.87

STA. 20+68.58

(TIE TO EXISTING)

DALLIS/LINCOLN ST.

END TYPE 2 C&G

OFF -42.30

STA. 21+10.33

(TIE TO EXISTING)

DALLIS/LINCOLN ST.

BEGIN TYPE 2 C&G

OFF -26.44

STA. 20+14.88

DALLIS/LINCOLN ST.

BEGIN TYPE 2 C&G

STA. 20+16.00

DALLIS/LINCOLN ST.

BEGIN MILL & OVERLAY

LIMIT OF CONSTRUCTION

PLANS FOR DETAIL

SEE LANDSCAPE

EL. 721.39

E 2026465.533 N 1101440.715

CONTROL PT 2

FENCE POST

BROWNWOOD AVE.

FENCE POST

.5 REBAR

INV OUT 718.03 15"CON(SW)

TOP 722.38

TOP 721.24

INV OUT 714.85 24"CON(NW)

INV IN 718.26 12"CON(NE)

INV OUT 720.47 8"CON(N)

TOP 722.38

E W

A L

A S

P H

A L T

P A

R K

E W

A L

SIDEWALK

INV IN 718.07 6"CLAY(E)

INV IN 717.54 6"CLAY(N)

INV OUT 717.46 6"CLAY(S)

TOP 724.56

INV IN 717.06 4"CLAY(S)

INV IN 715.72 6"CLAY(N)

INV OUT 715.45 6"CLAY(W)

TOP 722.16

N/F

CALLAWAY FOUNDATION INC.

DB 1377 PG 694

PB 54 PG 258

N/F

DASH FOR LAGRANGE INC.

DB 2126 PG 576

PB 11 PG 235

DB 776 PG 161

N/F

DASH FOR LAGRANGE INC.

DB 1873 PG 71

PB 48 PG 172

DB 1755 PG 78

PB 2 PG 99

N/F

CALLAWAY FOUNDATION INC

PB 67 PG 146

N/F

HUDGINS RICHARD L SR & BESSIE

DB 1117 PG 157

PB 67 PG 146

SIDEWALK

OF STRUCTURE

APPROXIMATE LOCATION

DEPTH INV 718.91

APPROXIMATE BOTTOM

TOP 721.28

D A

C O

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

E F

TIME$$$

E F

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

SCALE IN FEET

0 40 80

MATCH LINE STA. 22+95.30 DRAWING NO. 13-0002

CONSTRUCTION PLAN

LINCOLN STREET - DALLIS STREET

INTERSECTION IMPROVEMENT

13-0002

EGENDL

SOD

CONCRETE SIDEWALK

FULL DEPTH PAVEMENT

OTHERS

TO BE DONE BY

C+G AND CATCHBASIN

COST ESTIMATE.

LANDSCAPING LUMP SUM

TO BE INCLUDED IN

ALL WHEELCHAIR RAMPS

NOTE:

10/24/23

12' 12'

18'

12'

INV. OUT 721.84 18"CON(E)

TOP 724.23

PROP. CATCHBASIN A-01

SEE LANDSCAPE PLANS

P C

PT 31+17.14

CURVE L10

PI 30+93.38

N 1,101,813.0003

E 2,026,495.1804

R 50.00

L 53.18

T 29.41

P C

P T

E 2,026,552.7244

CURVE D10

PI 23+41.90

N 1,101,742.5091

R 280.00

L 140.35

T 71.68

N 1,101,796.7355

CURVE G10

E 2,026,480.7702

R 25.00

L 19.88

T 10.50

E 2026504.4937 N 1101813.2439

STA. 41+51.73 GARFIELD

STA. 30+86.13 LINCOLN =

BEGIN ALIGNMENT

PI 41+23.95

OFF -15.18

STA. 40+97.83

(TIE TO EXISTING)

GARFIELD ST.

BEGIN TYPE 2 C&G

OFF -17.24

STA. 31+70.00

(TIE TO EXISTING)

LINCOLN ST.

END TYPE 2 C&G

OFF 17.01

STA. 31+70.00

(TIE TO EXISTING)

LINCOLN ST.

END TYPE 2 C&G

OFF -17.89

STA. 24+46.05

(TIE TO EXISTING)

DALLIS ST.

BEGIN TYPE 2 C&G

STA. 31+70.00

LINCOLN ST.

END MILL & OVERLAY

LIMIT OF CONSTRUCTION

STA. 24+47.00

DALLIS ST.

END MILL & OVERLAY

LIMIT OF CONSTRUCTION

E 2026358.9867

N 1101819.8000

STA. 40+00.00

GARFIELD ST.

BEGIN ALIGNMENT

E 2026497.7650

N 1101407.0984

STA. 33+00.00

LINCOLN ST.

END ALIGNMENT

E 2026690.7246

N 1101909.4893

STA. 25+55.00

DALLIS ST.

END ALIGNMENT

STA. 40+98.00

GARFIELD ST.

END MILL & OVERLAY

LIMIT OF CONSTRUCTION

OFF.-17.24

STA. 31+67.50

(TIE INTO EXISTING)

LINCOLN ST.

BEGIN SIDEWALK

OFF.-14.50

STA. 31+04.62

(TIE INTO EXISTING)

LINCOLN ST.

END SIDEWALK

STA. 30+00.00 LINCOLN =

E 2026576.2390 N 1101766.6469

STA. 23+72.36 DALLIS/LINCOLN

STA. 23+72.36 DALLIS=

PLANS FOR DETAIL

SEE LANDSCAPE

PLANS FOR DETAIL

SEE LANDSCAPE

PLANS FOR DETAIL

SEE LANDSCAPE

OFF 13.88

STA. 41+14.43

(TIE TO EXISTING)

GARFIELD ST.

END TYPE 2 C&G

EL. 727.51

E 2026600.368

N 1101761.613

CONTROL PT 1

EL. 725.52

E 2026522.072

N 1101815.696

CONTROL PT 3

21"

36"

.5 REBAR

724.25

.5 REBAR

PK NAIL

.5 REBAR

D A L L

S T

C O

GARFIELD ST.

E W

A L K

SIDEWALK

ASPHALT

PARKING

SIDEWALK

TOP 726.55

INV OUT 719.12 6"CLAY(S)

INV IN 719.34 6"CLAY(N)

TOP 717.69

TOP OF WALL

ELE 724.73

INV IN 721.52 18"CON(NE)

INV OUT 721.74 24"CON(SW)

CATCH BASIN TO REMAIN)

(GRATE TO BE REMOVED,

STMH TOP 724.12

TOP 724.59

INV IN 724.47 18"CON(N)

INV OUT 724.28 18"CON(S)

TOP 727.16

INV IN 724.91 10"CLAY(NE)

INV OUT 724.74 10"CON(S)

TOP 727.96

INV IN 721.00 24"CON(N)

INV OUT 720.77 18"CON(NW)

TOP 724.50

INV OUT 725.61 10"CLAY(SW)

TOP 728.46

N/F

THOMPSON IRVING B JR & JOSEPH

DB 766 PG 160

PB 7 PG 182

N/F

DASH FOR LAGRANGE INC

DB 1617 PG 383

N/F

THOMPSON IRVING B JR & JOSEPH

DB 768 PG 552

N/F

BEACON BREWING LLC & C'S SONS LLC

DB 1905 PG 343

PB 79 PG 223

N/F

CALLAWAY FOUNDATION INC.

DB 1377 PG 694

PB 54 PG 258

POTENTIAL BLIND JUNCTION

INV OUT 720.48 15"CON(S)

(TO BE REMOVED)

TOP 724.01

12"DIP(NW)

INV OUT 714.84

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

E F

TIME$$$

E F

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

SCALE IN FEET

0 40 80

MATCH LINE STA. 22+95.30 DRAWING NO. 13-0001

CONSTRUCTION STAGING PLANCONSTRUCTION PLAN

INTERSECTION IMPROVEMENT

13-0001

STAGING 1 HATCHING

STAGING NOTES

19-0001

INTERSECTION FOR TRAFFIC.

7. REMOVE DETOUR SIGNS AND REOPEN

6. APPLY ALL PROPOSED PAVEMENT MARKINGS.

20-0002)

DALLIS ST. WITH A FLAGGER. (SEE DETAIL ON SHT.

PARKING AREAS WHILE MAINTAINING TRAFFIC ON

5. MILL AND OVERLAY DALLIS ST. AND ADJACENT

MAINTAINING TRAFFIC ON DALLIS ST.

4. MILL AND OVERLAY INTERSECTION WHILE

GDOT STD. 9032B)

3. CONSTRUCT ALL TYPE 2 CURB AND GUTTER. (SEE

ST., AND DALLIS ST.

2. CLOSE INTERSECTION OF LINCOLN ST., GARFEILD

20-0001)

1. INSTALL ALL SIGNS IN DETOUR PLAN. (SEE SHT.

PERM CONST

SIDEWALK

MILL AND OVERLAY

10/24/23

18'

12' 18'

18'

34.5'

37.5'

R 5

18'

32.86'

INV OUT 719.51 18"CON(S)

TOP 722.08

(SEE GDOT STD. 1033D)

PROP. CATCH BASIN

SEE LANDSCAPE PLANS

PC 22+70.22

PI 23+41.90

E 2,026,552.7244

CURVE D10

N 1,101,742.5091

R 280.00

L 140.35

T 71.68

E 2,026,495.4215

N 1,101,405.8653

CURVE B10

PI 10+97.94

R 250.00

L 35.74

T 17.90

P T

8P C

BEGIN ALIGNMENT

E 2026398.1137

N 1101416.9520

STA. 10+00.00

BROWNWOOD ST.

BEGIN ALIGNMENT

E 2026537.2017

N 1101407.0984

STA. 11+39.67

BROWNWOOD ST.

END ALIGNMENTE 2026486.8842

N 1101407.0117

STA. 10+89.33 BROWNWOOD

STA. 20+00.00 DALLIS/LINCOLN =

OFF -31.87

STA. 20+68.58

(TIE TO EXISTING)

DALLIS/LINCOLN ST.

END TYPE 2 C&G

OFF -42.30

STA. 21+10.33

(TIE TO EXISTING)

DALLIS/LINCOLN ST.

BEGIN TYPE 2 C&G

OFF -26.44

STA. 20+14.88

DALLIS/LINCOLN ST.

BEGIN TYPE 2 C&G

STA. 20+16.00

DALLIS/LINCOLN ST.

BEGIN MILL & OVERLAY

LIMIT OF CONSTRUCTION

PLANS FOR DETAIL

SEE LANDSCAPE

EL. 721.39

E 2026465.533 N 1101440.715

CONTROL PT 2

BROWNWOOD AVE.

INV OUT 718.03 15"CON(SW)

TOP 722.38

TOP 721.24

INV OUT 714.85 24"CON(NW)

INV IN 718.26 12"CON(NE)

INV OUT 720.47 8"CON(N)

TOP 722.38

E W

A L

A S

P H

R K

E W

A L

SIDEWALK

OF STRUCTURE

APPROXIMATE LOCATION

DEPTH INV 718.91

APPROXIMATE BOTTOM

TOP 721.28

D A

C O

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

E F

TIME$$$

E F

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

SCALE IN FEET

0 40 80

MATCH LINE STA. 22+95.30 DRAWING NO. 19-0002

CONSTRUCTION STAGING PROFILE

19-0002

PERM CONST

SIDEWALK

MILL AND OVERLAY

PAVEMENT REMOVAL

STAGING HATCHING

STAGING NOTES

LINCOLN STREET - DALLIS STREET

INTERSECTION IMPROVEMENT

INTERSECTION FOR TRAFFIC.

8. REMOVE DETOUR SIGNS AND REOPEN

7. APPLY ALL PROPOSED PAVEMENT MARKINGS.

20-0002)

DALLIS ST. WITH A FLAGGER. (SEE DETAIL ON SHT.

PARKING AREAS WHILE MAINTAINING TRAFFIC ON

6. MILL AND OVERLAY DALLIS ST. AND ADJACENT

MAINTAINING TRAFFIC ON DALLIS ST.

5. MILL AND OVERLAY INTERSECTION WHILE

GDOT STD. 9032B)

4. CONSTRUCT ALL TYPE 2 CURB AND GUTTER. (SEE

3. CONSTRUCT DRAINAGE STRUCTURE ON LINCOLN ST.

ST., AND DALLIS ST.

2. CLOSE INTERSECTION OF LINCOLN ST., GARFEILD

20-0001)

1. INSTALL ALL SIGNS IN DETOUR PLAN. (SEE SHT.

OTHERS

TO BE DONE BY

C+G AND CATCHBASIN

10/24/23

12' 12'

18'

12'

SIGN

REMOVE EX.

INV. OUT 721.84 18"CON(E)

TOP 724.23

PROP. CATCHBASIN A-01

SIGN

REMOVE EX.

SEE LANDSCAPE PLANS

SIGN

REMOVE EX.

P C

PT 31+17.14

CURVE L10

PI 30+93.38

N 1,101,813.0003

E 2,026,495.1804

R 50.00

L 53.18

T 29.41

P C

P T

E 2,026,552.7244

CURVE D10

PI 23+41.90

N 1,101,742.5091

R 280.00

L 140.35

T 71.68

N 1,101,796.7355

CURVE G10

E 2,026,480.7702

R 25.00

L 19.88

T 10.50

E 2026504.4937 N 1101813.2439

STA. 41+51.73 GARFIELD

STA. 30+86.13 LINCOLN =

BEGIN ALIGNMENT

PI 41+23.95

OFF -15.18

STA. 40+97.83

(TIE TO EXISTING)

GARFIELD ST.

BEGIN TYPE 2 C&G

OFF -17.24

STA. 31+70.00

(TIE TO EXISTING)

LINCOLN ST.

END TYPE 2 C&G

OFF 17.01

STA. 31+70.00

(TIE TO EXISTING)

LINCOLN ST.

END TYPE 2 C&G

OFF -17.89

STA. 24+46.05

(TIE TO EXISTING)

DALLIS ST.

BEGIN TYPE 2 C&G

STA. 31+70.00

LINCOLN ST.

END MILL & OVERLAY

LIMIT OF CONSTRUCTION

STA. 24+47.00

DALLIS ST.

END MILL & OVERLAY

LIMIT OF CONSTRUCTION

E 2026358.9867

N 1101819.8000

STA. 40+00.00

GARFIELD ST.

BEGIN ALIGNMENT

E 2026497.7650

N 1101407.0984

STA. 33+00.00

LINCOLN ST.

END ALIGNMENT

E 2026690.7246

N 1101909.4893

STA. 25+55.00

DALLIS ST.

END ALIGNMENT

STA. 40+98.00

GARFIELD ST.

END MILL & OVERLAY

LIMIT OF CONSTRUCTION

OFF.-17.24

STA. 31+67.50

(TIE INTO EXISTING)

LINCOLN ST.

BEGIN SIDEWALK

OFF.-14.50

STA. 31+04.62

(TIE INTO EXISTING)

LINCOLN ST.

END SIDEWALK

STA. 30+00.00 LINCOLN =

E 2026576.2390 N 1101766.6469

STA. 23+72.36 DALLIS/LINCOLN

STA. 23+72.36 DALLIS=

PLANS FOR DETAIL

SEE LANDSCAPE

PLANS FOR DETAIL

SEE LANDSCAPE

PLANS FOR DETAIL

SEE LANDSCAPE

OFF 13.88

STA. 41+14.43

(TIE TO EXISTING)

GARFIELD ST.

END TYPE 2 C&G

21"

36"

.5 REBAR

724.25

.5 REBAR

PK NAIL

.5 REBAR

D A L L

S T

C O

GARFIELD ST.

E W

A L K

SIDEWALK

ASPHALT

PARKING

SIDEWALK

TOP 717.69

TOP OF WALL

ELE 724.73

INV IN 721.52 18"CON(NE)

INV OUT 721.74 24"CON(SW)

CATCH BASIN TO REMAIN)

(GRATE TO BE REMOVED,

STMH TOP 724.12

TOP 724.59

INV IN 724.47 18"CON(N)

INV OUT 724.28 18"CON(S)

TOP 727.16

INV IN 724.91 10"CLAY(NE)

INV OUT 724.74 10"CON(S)

TOP 727.96

INV IN 721.00 24"CON(N)

INV OUT 720.77 18"CON(NW)

TOP 724.50

INV OUT 725.61 10"CLAY(SW)

TOP 728.46

POTENTIAL BLIND JUNCTION

INV OUT 720.48 15"CON(S)

(TO BE REMOVED)

TOP 724.01

12"DIP(NW)

INV OUT 714.84

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

E F

TIME$$$

E F

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

SCALE IN FEET

0 40 80

MATCH LINE STA. 22+95.30 DRAWING NO. 19-0001

UTILITY PLANS

INTERSECTION IMPROVEMENT

24-0002

BY OTHERS

TO BE RELOCATED

BY OTHERS

TO BE RELOCATED

10/24/23

18'

12' 18'

18'

34.5'

37.5'

R 5

18'

32.86'

INV OUT 719.51 18"CON(S)

TOP 722.08

(SEE GDOT STD. 1033D)

PROP. CATCH BASIN

SEE LANDSCAPE PLANS

PC 22+70.22

PI 23+41.90

E 2,026,552.7244

CURVE D10

N 1,101,742.5091

R 280.00

L 140.35

T 71.68

E 2,026,495.4215

N 1,101,405.8653

CURVE B10

PI 10+97.94

R 250.00

L 35.74

T 17.90

P T

8P C

BEGIN ALIGNMENT

E 2026398.1137

N 1101416.9520

STA. 10+00.00

BROWNWOOD ST.

BEGIN ALIGNMENT

E 2026537.2017

N 1101407.0984

STA. 11+39.67

BROWNWOOD ST.

END ALIGNMENTE 2026486.8842

N 1101407.0117

STA. 10+89.33 BROWNWOOD

STA. 20+00.00 DALLIS/LINCOLN =

OFF -31.87

STA. 20+68.58

(TIE TO EXISTING)

DALLIS/LINCOLN ST.

END TYPE 2 C&G

OFF -42.30

STA. 21+10.33

(TIE TO EXISTING)

DALLIS/LINCOLN ST.

BEGIN TYPE 2 C&G

OFF -26.44

STA. 20+14.88

DALLIS/LINCOLN ST.

BEGIN TYPE 2 C&G

STA. 20+16.00

DALLIS/LINCOLN ST.

BEGIN MILL & OVERLAY

LIMIT OF CONSTRUCTION

PLANS FOR DETAIL

SEE LANDSCAPE

EL. 721.39

E 2026465.533 N 1101440.715

CONTROL PT 2

FENCE POST

BROWNWOOD AVE.

FENCE POST

.5 REBAR

INV OUT 718.03 15"CON(SW)

TOP 722.38

TOP 721.24

INV OUT 714.85 24"CON(NW)

INV IN 718.26 12"CON(NE)

INV OUT 720.47 8"CON(N)

TOP 722.38

E W

A L

A S

P H

R K

E W

A L

SIDEWALK

INV IN 718.07 6"CLAY(E)

INV IN 717.54 6"CLAY(N)

INV OUT 717.46 6"CLAY(S)

TOP 724.56

INV IN 717.06 4"CLAY(S)

INV IN 715.72 6"CLAY(N)

INV OUT 715.45 6"CLAY(W)

TOP 722.16

N/F

CALLAWAY FOUNDATION INC.

DB 1377 PG 694

PB 54 PG 258

N/F

DASH FOR LAGRANGE INC.

DB 2126 PG 576

PB 11 PG 235

DB 776 PG 161

N/F

DASH FOR LAGRANGE INC.

DB 1873 PG 71

PB 48 PG 172

DB 1755 PG 78

PB 2 PG 99

N/F

CALLAWAY FOUNDATION INC

PB 67 PG 146

N/F

HUDGINS RICHARD L SR & BESSIE

DB 1117 PG 157

PB 67 PG 146

SIDEWALK

OF STRUCTURE

APPROXIMATE LOCATION

DEPTH INV 718.91

APPROXIMATE BOTTOM

TOP 721.28

D A

C O

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

E F

TIME$$$

E F

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

SCALE IN FEET

0 40 80

MATCH LINE STA. 22+95.30 DRAWING NO. 24-0003

UTILITY PLANS

INTERSECTION IMPROVEMENT

24-0003

BY OTHERS

TO BE RELOCATED

10/24/23

12' 12'

18'

12'

INV. OUT 721.84 18"CON(E)

TOP 724.23

PROP. CATCHBASIN A-01

SEE LANDSCAPE PLANS

P C

PT 31+17.14

CURVE L10

PI 30+93.38

N 1,101,813.0003

E 2,026,495.1804

R 50.00

L 53.18

T 29.41

P C

P T

E 2,026,552.7244

CURVE D10

PI 23+41.90

N 1,101,742.5091

R 280.00

L 140.35

T 71.68

N 1,101,796.7355

CURVE G10

E 2,026,480.7702

R 25.00

L 19.88

T 10.50

E 2026504.4937 N 1101813.2439

STA. 41+51.73 GARFIELD

STA. 30+86.13 LINCOLN =

BEGIN ALIGNMENT

PI 41+23.95

OFF -15.18

STA. 40+97.83

(TIE TO EXISTING)

GARFIELD ST.

BEGIN TYPE 2 C&G

OFF -17.24

STA. 31+70.00

(TIE TO EXISTING)

LINCOLN ST.

END TYPE 2 C&G

OFF 17.01

STA. 31+70.00

(TIE TO EXISTING)

LINCOLN ST.

END TYPE 2 C&G

OFF -17.89

STA. 24+46.05

(TIE TO EXISTING)

DALLIS ST.

BEGIN TYPE 2 C&G

STA. 31+70.00

LINCOLN ST.

END MILL & OVERLAY

LIMIT OF CONSTRUCTION

STA. 24+47.00

DALLIS ST.

END MILL & OVERLAY

LIMIT OF CONSTRUCTION

E 2026358.9867

N 1101819.8000

STA. 40+00.00

GARFIELD ST.

BEGIN ALIGNMENT

E 2026497.7650

N 1101407.0984

STA. 33+00.00

LINCOLN ST.

END ALIGNMENT

E 2026690.7246

N 1101909.4893

STA. 25+55.00

DALLIS ST.

END ALIGNMENT

STA. 40+98.00

GARFIELD ST.

END MILL & OVERLAY

LIMIT OF CONSTRUCTION

OFF.-17.24

STA. 31+67.50

(TIE INTO EXISTING)

LINCOLN ST.

BEGIN SIDEWALK

OFF.-14.50

STA. 31+04.62

(TIE INTO EXISTING)

LINCOLN ST.

END SIDEWALK

STA. 30+00.00 LINCOLN =

E 2026576.2390 N 1101766.6469

STA. 23+72.36 DALLIS/LINCOLN

STA. 23+72.36 DALLIS=

PLANS FOR DETAIL

SEE LANDSCAPE

PLANS FOR DETAIL

SEE LANDSCAPE

PLANS FOR DETAIL

SEE LANDSCAPE

OFF 13.88

STA. 41+14.43

(TIE TO EXISTING)

GARFIELD ST.

END TYPE 2 C&G

EL. 727.51

E 2026600.368

N 1101761.613

CONTROL PT 1

EL. 725.52

E 2026522.072

N 1101815.696

CONTROL PT 3

21"

36"

.5 REBAR

724.25

.5 REBAR

PK NAIL

.5 REBAR

D A L L

S T

C O

GARFIELD ST.

TOP 726.55

INV OUT 719.12 6"CLAY(S)

INV IN 719.34 6"CLAY(N)

TOP 717.69

TOP OF WALL

ELE 724.73

INV IN 721.52 18"CON(NE)

INV OUT 721.74 24"CON(SW)

CATCH BASIN TO REMAIN)

(GRATE TO BE REMOVED,

STMH TOP 724.12

TOP 724.59

INV IN 724.47 18"CON(N)

INV OUT 724.28 18"CON(S)

TOP 727.16

INV IN 724.91 10"CLAY(NE)

INV OUT 724.74 10"CON(S)

TOP 727.96

INV IN 721.00 24"CON(N)

INV OUT 720.77 18"CON(NW)

TOP 724.50

INV OUT 725.61 10"CLAY(SW)

TOP 728.46

N/F

THOMPSON IRVING B JR & JOSEPH

DB 766 PG 160

PB 7 PG 182

N/F

DASH FOR LAGRANGE INC

DB 1617 PG 383

N/F

THOMPSON IRVING B JR & JOSEPH

DB 768 PG 552

N/F

BEACON BREWING LLC & C'S SONS LLC

DB 1905 PG 343

PB 79 PG 223

N/F

CALLAWAY FOUNDATION INC.

DB 1377 PG 694

PB 54 PG 258

POTENTIAL BLIND JUNCTION

INV OUT 720.48 15"CON(S)

(TO BE REMOVED)

TOP 724.01

12"DIP(NW)

INV OUT 714.84

REVISION DATES

DATE$$$

$USER$

$PRF8$

$$PENTABLE$$

$DGN$

E F

TIME$$$

E F

GPLN10/23/2015

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

SCALE IN FEET

0 40 80

MATCH LINE STA. 22+95.30 DRAWING NO. 24-0002

10-25-202310-25-2023

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.

L3.00 3643219

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20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

C O

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PLANT SCHEDULE

L3.00

D S

DALLIS STREET

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STREET

NOTES:

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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EQ.

R7'-0"'

R8'-0"'

R5'-6"'

R24'-31 2"

14'-0"

7'-0"

8'-0"

7'-0"

8'-0"

R15'-0"

R16'-0"'

R24'-0"R25'-0"

L7.02 TYP.

L7.03LANDSCAPE BED

LANDSCAPE BED

'-7

R10'-0"'

L7.02 TYP.

FILE NO.

L7.03 3643219

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20' 40'

SCALE: 1 INCH = 20 FEET

10'20' 0'

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NTSL7.03

TRASH RECEPTACLE DETAIL1

L7.03

2 BIKE RACK ON AGGREGATE DETAIL

±4" ±4"

ATTACHMENT PER MANUFACTURER'S

RECOMMENDATIONS

HEAVY DUTY CONCRETE

L7.02

NOTES:

1. SEE SITE FURNISHINGS SCHEDULE ON SHEET L1.00 FOR PRODUCT

INFORMATION.

2. TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.

FINISH GRADE VARIES,

SEE PLANS

NTS

L7.03

4 FOUNTAIN PRECAST CAP PROFILE

NTSL7.03

3 FOUNTAIN AND PLAZA ENLARGEMENT PLAN

3/16" = 1' - 0"

(3) SPRAY NOZZLES/BUBBLER

(SPRAY HEIGHT TO BE

APPROXIMATELY 8" HIGH)

PRECAST CONCRETE CAP WITH

STUCCO FINISH, SEE DETAIL 4/L7.03

18" CAST-IN-PLACE CONCRETE

WALL BELOW

L7.03

8" 2"

2'-8"

FRONT SECTION

4" MIN. THICK OF COMPACTED 5 8" MINIS

SLATESCAPE

CONCRETE FOOTING, 3,000 PSI W/

FIBERMESH REINFORCEMENT, TYP.

2" THICK COMPACTED G.A.B., TYP.

95% STD. PROCTOR COMPACTED

SUBGRADE, TYP.

2" CHAMFER ON EXPOSED EDGES, TYP.

9" 4"

4" MIN. THICK OF COMPACTED 5 8" MINIS

SLATESCAPE

2" CHAMFER ON EXPOSED EDGES, TYP.

CONCRETE FOOTING, 3,000 PSI W/

FIBERMESH REINFORCEMENT, TYP.

3'-4 3/4"

2" THICK COMPACTED G.A.B., TYP.

95% STD. PROCTOR COMPACTED

SUBGRADE, TYP.

SIDE SECTION

VARIES

CAP JOINT, TYP.

" R

M M

H T

2 1/2"

BIKE RACK - SEE FURNISHING

SCHEDULE, L2.00

SIGNAGE - NOT IN

CONTRACT, PROVIDED

BY OTHERS

L7.02

1'-6"

CAST STONE CAP '4A';

SEE DETAIL 4A/L7.03

HEIGHT VARIES, SEE GRADING PLAN

3000 PSI CONCRETE FOOTER

WITH #4 REBAR 24"

LATERALLY AND 12" O.C.

LONGITUDINALLY, 3" MIN. COVER

FINISHED GRADE

VARIES, SEE PLAN

8' 4"

1'-2"1'-2"

EXTEND BLOCK 6"

MIN. BELOW GRADE

3" 3 1/

1'-6"

1" TYP

OVERHANG

#4 REBAR @ 16" O.C.

1/2" Ø x4" S.S. DOWEL CENTERED IN

EVERY OTHER BLOCK CELL,

ALTERNATE SIDES

CAST STONE WALL CAP

NTS4A

90°'

8"X8"X16" SPLIT FACE BLOCK

- GROUT ALL CELLS

1/4" DRIP EDGE, TYP.

1/2" GROUT JOINT, TYP.

1/4" RADIUS, TYP.

CAST STONE CAP W/ EQUALLY

SPACED JOINTS (4' MAX); SEE

MATERIALS SCHEDULE / L1.00

NOTE: CAST STONE CAP SURFACES SHALL BE TREATED

W/ PROSOCO SACRIFICIAL COATING SC-1 GRAFFITI

PROTECTION COATING OR APPROVED EQUIVALENT

COMPACTED GAB, TYP.

COMPACTED SUBGRADE TO

95% STD PROCTOR, TYP.

L7.02 3A

EXPANSION JOINT, TYP.

FOUNTAIN NOTES

1. FOUNTAIN INFORMATION IS FOR DESIGN INTENT ONLY. FOUNTAIN CONTRACTOR TO PROVIDE

SHOP DRAWINGS FOR THE CONSTRUCTION AND MECHANICAL SYSTEMS OF THE FOUNTAIN.

LANDSCAPE ARCHITECT TO REVIEW AND APPROVE PRIOR TO INSTALLATION.

2. FOUNTAIN BASIN IS TO BE WATERPROOFED.

3. SUBMIT SHOP DRAWINGS FOR ALL PRECAST COMPONENTS FOR REVIEW AND APPROVAL BY A/E.

4. CONTRACTOR TO PROVIDE UNDER WATER PLUME JET BUBBLER

- MODEL "NEW 101" BY CRYSTAL FOUNTAINS.

- FOR OPTIMUM EFFECT LOCATE 3" UNDER WATER LEVEL

- PROVIDE A NON-TURBULANT WATER SUPPLY

- WAVE SUPPRESSION DEVICE REQUIRED FOR SMALL CIRCULAR POOLS OR CONFINED AREAS

- A CONSTANT UNVARYING WATER LEVEL IS REQUIRED

CRYSTALFOUNTAINS.COM, 1-905-660-6674

5. CONTRACTOR TO PROVIDE NECESSARY WATER LEVEL SENSOR AND AUTOMATIC REFILL AS

REQUIRED. PROVIDE FLOAT FOR AUTOFILL AS REQUIRED.

6. FOUNTAIN SHOULD DRAIN EASILY, DISCHARGE WATER TO SEWER.

RAMP

NORMAL C

URB/G

UTT

ER S

NORMAL C

URB/G

UTT

ER S

La nd ing A rea Landing Area

" M ini mum

2.0 8%

M ax 2.08% Max 12 :1 MAX SLOPE

48" Minimum

BACK OF SIDEWALK SHALL BE

LOCATED AS SHOWN IN THE

PLANS OR AS DIRECTED BY

THE ENGINEER SO AS NOT

TO ENCROACH INTO THE

REQUIRED LANDING AREA.

12 :1 MAX

SLOPE

2.08% MAX

1-1.5% DES

NDIN

ARED

SID

ES 1:

MAX.

TRANSITION

CURB

TRANSITION

GUTTER TO

2% OR LESS90°

DETECTABLE WARNING

SURFACE TO BE TRUNCATED DOME

CONCRETE PAVER.

HOLLAND STONE BURNT AMBER

WITH HERRINGBONE PATTERN OR

APPROVED EQUAL.

ADA ACCESSIBLE RAMP -TYPE 'A'

N.T.S.L7.03

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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.)

CONTROLLER, 34" METER, AND

4" COPPER SERVICE LINE TO

BE COORDINATED WITH

OWNER, SEE NOTES THIS

SHEET

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STREET

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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APPROXIMATE LOCATION OF

FOUNTAIN UTILITY

BOX/CONTROLS

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File details come from the government source that posted it. Updated Aug 26, 2024.