REBID_Bid Project 2024 STM_38_ADDENDUM 1_1_03.pdf

PDF 3 MB Posted Feb 26, 2024

Attached to: 2024 STM-38 Donnie Simmons Way Culvert Upgrades (RE-BID)
Solicitation number: PE-61650-NONST-2024-000000013
Issued by: Brooks County, Georgia

About this file

Written by GovTribe AI · Apr 3, 2024

The document is an addendum to an invitation to bid for the Donnie Simmons Way Culvert Upgrades (Re-Bid) project, Bid Project #2024 STM-38, issued by the City of Statesboro, Georgia. The project includes the installation of a new 72" x 48" box culvert, catch basins, curb and gutter, water main utility relocations, and traffic striping. Sealed bids will be received until 3:00 PM EST on March 27, 2024 at the City of Statesboro Central Services Purchasing Office. The addendum includes attachments with a quote from a vendor, plans, and a pre-bid conference sign-in sheet. The addendum must be included in the submitted sealed bid for it to be considered.

The addendum provides details on pricing for the various culvert and piping components, including an 8% annual increase for each year of the project after 2024. The project is located in Bulloch County, Georgia. The City of Statesboro reserves the right to reject any or all bids and re-advertise if necessary.

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File	Type	Posted
Bid Project _2024 STM_38 BID DOCUMENTS_02_22_.pdf	PDF	Feb 26, 2024
Bid Rejection_Donnie Simmons Way_MEMO.pdf	PDF	Feb 26, 2024

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DATE OF ADDENDUM: 03/13/2024

ADDENDUM 1 OF 1

INVITATION TO BID: DONNIE SIMMONS WAY CULVERT UPGRADES (RE-BID)

BID PROJECT: 2024 STM-38 - DONNIE SIMMONS WAY CULVERT UPGRADES

BID DATE: WEDNESDAY, MARCH 27, 2024

BID LOCATION: CITY OF STATESBORO CENTRAL SERVICES PURCHASING OFFICE

BID ADDRESS: 22 WEST GRADY STREET, STATESBORO, GA 30458

ADDENDUM 1 OF 1

1) Diamond Concrete Products, LLC Quote

Attachment A – One (1) page

2) Are there actual plans that go with this? If so, please send.

Attachment B – Six (6) pages

3) Pre-Bid Conference Sign-In Sheet

Attachment C – One (1) page

This documentation must be included in your submitted sealed bid for the bid to be considered.

Receipt of Addendum 1 of 1 Acknowledged: Signature: _________________________

ATTACHMENT C

QUOTATION

Quantity-Ft/Ea Item Description Unit Price-Ft/Ea Amount

This quote is based on customer pick up only.

16.00 P1808-B-3 18" X 8' CLASS 3 RCP H 1-10 33.12 529.92

8.00 P2408-B-3 24" X 8' CLASS 3 RCP H 1-10 49.53 396.24

1.00 LUBE LUBE-30lb. Pail-qty as needed 63.00 63.00

Quote Number: 13888

Quote Date: Jan 2, 2024

Sales Rep

Quoted To:

Quote ValidCustomer ID Payment Terms

Page:

CASH WOODS, B

TOTAL 1,068.29

Sales Tax 79.13

Subtotal 989.16

Diamond Concrete Products, LLC P.O Box 1370 Rincon, GA 31326 United States

Voice:

Fax:

912-728-9485 912-728-9510 xxxxxxx Donnie Simmons Way Culvert Upgrades

#2024 STM-38

Statesboro CPU, GA

STANDARD GASKETS ARE INCLUDED WITH PRICING.

PRICES ARE DELIVERED F.O.B. IN FULL TRUCK LOAD QUANTITY,

JOBSITE ACCESSIBLE TO OUR TRUCKS.

Freight

60 DAYS FROM

QUOTE DATE

There will also be an 8% increase for each year of the project after 2024. Please note that this quote is valid for 60 days after quote dat

e. The price may increase on quoted material after 60 days.

With Account Net 30 Days

ATTACHMENT A

Know what's below.

www.Georgia811.com

Call before you dig.

THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON

THESE PLANS OR IN ANYWAY INDICATED THEREBY, WHETHER BY

DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED

UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE

INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE

SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED, AND DO

NOT BIND THE OWNER IN ANY WAY.

LENGTH OF PROJECT MILES

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

DESIGN DATA

TRAFFIC A.D.T.:

% TRUCKS:

SPEED DESIGN:

24 HR. % TRUCKS:

FUNCTIONAL CLASS:

0.02

0.00

0.02

0.00

0.05

750-1500 EX

750-1500 PR

N/A

30-MPH

LOCAL

THE PROJECT HAS BEEN PREPARED USING THE GEORGIA STATE

PLANE COORDINATE SYSTEM, EAST ZONE NAD83, AND THE NORTH

AMERICAN VERICAL DATUM OF 1988 (NAVD88).

VICINITY MAP

NOT TO SCALE

EMC ENGINEERING SERVICES, INC.

ENVIRONMENTAL- MARINE - CIVIL - SURVEY

PROJECT LOCATION: REVISION DESCRIPTION

ENVIRONMENTAL

CIVIL

MARINE

Prepared for

SITE DEVELOPMENT PLANS

FOR

EMC ENGINEERING SERVICES, INC.

PO BOX 2086

1211 MERCHANT WAY, SUITE 201

STATESBORO, GEORGIA 30458

PHONE: (912) 764-7022

FAX: (912) 233-4580

statesboro@emc-eng.com www.emc-eng.com

DATE

ALBANY • ATLANTA • AUGUSTA • BRUNSWICK • COLUMBUS • GREENVILLE

SAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINS

CITY OF STATESBORO

STATESBORO, BULLOCH CO., GEORGIA

1209th G.M. DISTRICT

EMC PROJECT# 21-2036

DONNIE SIMMONS WAY CULVERT REPLACEMENT

- - -AUGUST 2021

UTILITY LOCATION DISCLAIMER

THE UTILITIES ARE SHOWN AS PER THE LOCATION OF POLES, MANHOLES, VALVES,

PEDESTALS, ETC., EXISTING DRAWINGS AND INFORMATION PROVIDED BY UTILITY

PERSONNEL. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.

THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE

THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE

LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.

GEO R GIAEMC

EERING SERVICES, INC.

ORPORATE

SEAL

SITE 80

Sheet List Table

Sheet Number Sheet Title

01 COVER

02 EX. CONDITIONS, DEMOLITION AND INITIAL BMP PLAN

03 SITE PLAN

04 PROFILES

05 PROFILES

06 CONSTRUCTION DETAILS

ATTACHMENT B

AutoCAD SHX Text G:\21\21-2036 DONNIE SIMMONS WAY CULVERT CROSSING\DWG\21-2036C_B01.DWG 8/30/2021 1:57 PM 8/30/2021 1:57 PM8/30/2021 1:57 PM

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DONNIE SIMMONS WAY

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STOCKYARD RD

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MLK JR RD

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KENT ST

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WILLIAMS RD

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CARVER ST

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N MAIN ST

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DONNIE SIMMONS WAYPUBLIC R/W(ASPHALT SURFACE)

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DONNIE SIMMONS WAY CL:

STA:0+00.00

N:893815.116 E:771290.391

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DONNIE SIMMONS WAY CL:

STA:2+40.00

N:893789.688 E:771529.023

BEGIN Alignment

LITTLE LOTTS CL:

STA:0+00.00

N:893869.499 E:771401.174

END Alignment

LITTLE LOTTS CL:

STA:2+00.00

N:893673.534 E:771399.395

X X X X X X X

BEGIN MILLING

STA:0+70 END MILLING

BEGIN FULL

DEPTH REMOVAL

STA:0+90

END FULL

DEPTH REMOVAL

BEGIN MILLING

STA:1+50 END MILLING

STA:1+70

X X X X X X X

X X X X X X

X X X

REMOVE RCP CULVERTS

REMOVE BLOCK WALL

REMOVE HEADWALL

END SIDEWALK REMOVAL AT JOINT

BEGIN SIDEWALK

REMOVAL AT DRIVE

FULL DEPTH REMOVAL

INCLUDING ROAD, CURB &

GUTTER, AND STORM

INFRASTRUCTURE

50-LF 6" WATER MAIN

REMOVAL (SEE NOTE)

Sd2-P

UTILIZE ON ALL

DISTURBED AREAS

Du Ds1

Ds2

ROCK FILTER DAM

(TYPE 3, 18-IN)

TOP WIDTH: 6-FT

BOTTOM WIDTH: 14-FT

VELOCITY: 9.78 FT/SEC

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

SCALE:

DATE:

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

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05/05/2021

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1" = 10'

08/30/2021

10' 10'

10'

-SURVEY NOTES:

1. HORIZONTAL DATUM IS GEORGIA STATE PLANE COORDINATE SYSTEM OF 1985, EAST ZONE, NORTH

AMERICAN DATUM OF 1983 (NAD83).

2. VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

3. BASIS OF BEARINGS, HORIZONTAL CONTROL AND VERTICAL CONTROL WERE OBTAINED UTILIZING GPS

(GLOBAL POSITIONING SYSTEMS). THE EQUIPMENT USED TO OBTAIN THIS DATA WAS A CARLSON BRX6 GNSS RECEIVER [RTK ACCURACY (HORIZONTAL: 8MM + 1PPM RMS) (VERTICAL: 15MM + 1PPM RMS)] WITH A CARLSON RT3 DATA COLLECTOR RECEIVING RTK CORRECTIONS VIA A VERIZON JETPACK MIFI 6620L

FROM THE EGPS SOLUTIONS REAL TIME NETWORK. THE TECHNIQUE USED WAS RTK CORRECTED

MEASUREMENTS FROM A TRIMBLE VRS REAL TIME NETWORK OPERATED BY EGPS SOLUTIONS, INC.

4. STRUCTURES VISIBLE ON THE DATE OF SURVEY ARE SHOWN HEREON.

5. LOCATIONS ARE ACCURATE ONLY WHERE DIMENSIONED.

6. THIS PROPERTY IS LOCATED IN ZONE AE & ZONE X (SHADED), SPECIAL FLOOD HAZARD AREAS PER THE

FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP NO. 13031C 0208D;

EFFECTIVE DATE: AUGUST 5, 2010. THE FLOOD HAZARD LINES, AS SHOWN ON THIS SURVEY, HAVE BEEN TAKEN DIGITALLY FROM HTTP://HAZARDS-FEMA.MAPS.ARCGIS.COM, AND HAVE NOT BEEN VERIFIED IN

THE FIELD BY EMC ENGINEERING SERVICES, INC.

7. NO PERSON MAY COPY, REPRODUCE, DISTRIBUTE OR ALTER THIS SURVEY IN WHOLE OR IN PART

WITHOUT THE WRITTEN PERMISSION OF EMC ENGINEERING SERVICES, INC.

8. THE UTILITIES AS SHOWN ARE PER THE LOCATION OF POLES, MANHOLES, VALVES, PEDESTALS, ETC., EXISTING DRAWINGS AND INFORMATION PROVIDED BY UTILITY PERSONNEL. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS

ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE.

9. THIS SURVEY COMPLIES WITH BOTH THE RULES OF THE GEORGIA BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND THE OFFICIAL CODE OF GEORGIA ANNOTATED (OCGA) 15-6-67, IN THAT WHERE A CONFLICT EXISTS BETWEEN THOSE TWO SETS OF SPECIFICATIONS, THE REQUIREMENTS OF LAW PREVAIL.

10. ALL WETLANDS ARE UNDER THE JURISDICTION OF THE U.S. ARMY CORPS. OF ENGINEERS AND/OR THE STATE OF GEORGIA DEPARTMENT OF NATURAL RESOURCES. LOT OWNERS ARE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATION AND

APPROVAL.

11. THIS TOPOGRAPHIC SURVEY WAS PREPARED IN CONFORMITY WITH THE TECHNICAL STANDARDS FOR SURVEYS IN GEORGIA AS SET FORTH IN THE RULES OF THE GEORGIA BOARD OF REGISTRATION FOR

PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS DEFINED IN RULE 180-07-.07. THE

CERTIFICATION EXTENDS ONLY TO THE TOPOGRAPHIC ASPECTS OF THIS SURVEY. THIS TOPOGRAPHIC

SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS NOT TO BE RECORDED.

SURVEY DATA

EQUIPMENT USED: CARLSON CR2+ ROBOTIC TOTAL STATION, CARLSON BRX6 GNSS GPS/EGPS NETWORK

FIELD WORK COMPLETED ON: MAY 5, 2021

DEMOLITION NOTES:

1. ALL ITEMS REMOVED OR DEMOLISHED BY THE CONTRACTOR, WHICH ARE NOT LISTED BY THE SPECIAL

PROVISIONS, OR HEREIN, TO BE TURNED OVER TO THE OWNER, SHALL BECOME THE PROPERTY OF THE

CONTRACTOR & SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY FOR PROPER DISPOSAL.

2. DEMOLITION ACTIVITIES ARE NOT EXPECTED TO INCLUDE THE REMOVAL OF HAZARDOUS MATERIALS. IN

THE EVENT THAT THAT HAZARDOUS MATERIALS ARE ENCOUNTERED OR SUSPECTED, CONTRACTOR

SHALL NOTIFY ENGINEER IN WRITING OF THE MATERIAL AND LOCATION.

3. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES TO SCHEDULE ALL UTILITY &

SERVICE INTERRUPTIONS TO OCCUPIED PORTIONS OF THE SITE.

4. REQUIRED DEMOLITION IS NOTED ON PLANS, SECTIONS AND DETAILS. ADDITIONAL DEMOLITION AND REPAIR MAY BE REQUIRED. FAILURE TO NOTE SUCH WORK SHALL NOT BE THE BASIS FOR CONTRACT

MODIFICATIONS OR ADDITIONS.

5. WHERE ASPHALT OR CONCRETE DEMOLITION IS REQUIRED, CONTRACTOR SHALL USE A SAW CUT AT

THE LIMITS OF DEMOLITION OR NEAREST JOINT TO OBTAIN A CLEAN EDGE.

6. ALL PROPOSED AND EXISTING PAVEMENT AND CURB TO REMAIN SHALL BE PROTECTED. IF DAMAGED, IT SHALL BE REPLACED OR REPAIRED PROMPTLY TO MEET STATE AND LOCAL REQUIREMENTS AT THE

CONTRACTOR'S EXPENSE.

7. CONTRACTOR SHALL COORDINATE WITH THE CITY OF STATESBORO UTILITY DEPARTMENT PRIOR TO DISTURBING THE WATER MAIN. A BYPASS PLAN SHALL BE SUBMITTED TO THE CITY'S UTILITY DEPARTMENT PRIOR TO REMOVING THE WATERLINE. CONTRACTOR RESPONSIBLE FOR MAINTAINING

TEMPORARY SERVICE / FLOW THROUGHOUT THE DURATION OF THE PROJECT.

GENERAL NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION

STANDARDS AND SUPPLEMENTAL SPECIFICATIONS, CURRENT EDITION.

2. THE CONTRACTOR SHALL PROVIDE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTION

CENTER BY CALLING 811 IN ORDER TO LOCATE UTILITIES PRIOR TO STARTING ANY EXCAVATION OR

CONSTRUCTION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING DEMOLITION

AND/OR CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL BE RESPONSIBLE FOR THE PROPER FIT OF ALL COMPONENTS. SOME DIMENSIONS AND CONDITIONS MAY VARY. NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS.

5. CONTRACTOR IS REQUIRED TO NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS

ENCOUNTERED DURING CONSTRUCTION ACTIVITIES.

6. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL/STAGING PLAN FOR ENGINEER REVIEW PRIOR TO CONSTRUCTION. PLAN SHALL BE IN ACCORDANCE WITH APPLICABLE GDOT CONSTRUCTION STANDARD

DETAIL AND MANUAL ON UNIFORM TRAFFIC CONTROL, CURRENT EDITION.

7. THE CONTRACTOR SHALL NOTIFY THE LOCAL EMERGENCY MANAGEMENT AGENCY OF ANY DETOUR OR

PROLONGED ROAD CLOSURES.

8. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE ENGINEER OR HIS DESIGNATED

REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION.

9. ANY SURVEY MARKER OR MONUMENTS DISTURBED DURING CONSTRUCTION REQUIRES

RE-ESTABLISHMENT BY A LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE CONSTRUCTION STAKING AND MATERIAL

TESTING.

11. AT THE END OF EACH DAY'S WORK, REMOVE ANY DEBRIS THAT IS NOT WITHIN THE CONTRACTOR

CONSTRUCTION LIMITS.

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JEREMY ROBERT HART

No. PE41053

8/30/2021

A PERMANENT OR TEMPORARY STONE FILTER

DAM INSTALLED ACROSS SMALL STREAMS OR

DRAINAGEWAYS.

ROCK FILTER

DAMRd

Ds1

ESTABLISHING TEMPORARY PROTECTION FOR

DISTURBED AREAS WHERE SEEDLINGS MAY NOT

HAVE A SUITABLE GROWING SEASON TO

PRODUCE AN EROSION RETARDING COVER.

DISTURBED

AREA

STABILIZATION

(WITH MULCHING

ONLY)

Ds1

Ds2

ESTABLISHING A TEMPORARY VEGETATIVE

COVER WITH FAST GROWING SEEDINGS ON

DISTURBED AREAS.

DISTURBED

AREA

STABILIZATION

(WITH TEMP

SEEDING)

Ds2

CONTROLLING SURFACE AND AIR MOVEMENT OF

DUST ON CONSTRUCTION SITE, ROADWAYS AND

SIMILAR SITES.

DUST CONTROL

ON DISTURBED

AREAS

A TEMPORARY PROTECTIVE DEVICE FORMED AT

OR AROUND AN INLET TO A STORM DRAIN TO

TRAP SEDIMENT.

INLET

SEDIMENT TRAPSd2

GEORGIA UNIFORM CODING SYSTEM

ESPC VEGETATIVE PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

GEORGIA UNIFORM CODING SYSTEM

ESPC STRUCTURAL PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

SOIL EROSION AND SEDIMENT CONTROL NOTES:

1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION

CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

2. THE INSTALLATION OF EROSION CONTROL AND SEDIMENT CONTROL MEASURES AND PRACTICES SHALL

RUN PRIOR TO LAND-DISTURBING ACTIVITIES (Rd, Sd2-P).

3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE

APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT

SOURCE.

4. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

5. CONTRACTOR TO UTILIZE DUST CONTROL AND OTHER MEASURES AS NEEDED.

EXISTING ASPHALT

PROPOSED MILLING

EXISTING CONCRETE

PROPOSED DEMOLITION

HATCHING LEGEND

SURVEYOR'S CERTIFICATION

This Topographic Survey was prepared in conformity with The Technical Standards for Surveys in Georgia as set forth in the Rules of the Georgia Board of Registration for Professional Engineers and Land Surveyors and as defined in Rule 180-07-.07. The certification extends only to the topographic aspects of this survey. This topographic survey does not const i tu te a boundary survey and is not to be recorded.

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CURB INLET TOP:231.49 THROAT:230.55 IE:226.88 (E) TROUGH:222.75

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CURB INLET TOP:231.97 THROAT:231.06 IE:227.15 (W) TROUGH:223.96

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SSMH TOP:232.13 IE:228.41 (SE) IE:228.62 (W)

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SSMH TOP:229.55 IE:221.17 (E) IE:221.18 (S) IE:221.92 (NW)

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SSMH TOP:231.87

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6" PVC

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8" DIP

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8" DIP

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UNABLE TO DETERMINE WHERE PIPE GOES - NO APPARENT FLOW DETECTED

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IE:224.06

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24" RCP

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CONCRETE WINGWALL

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DIRT DRIVE

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ASPHALT SURFACE

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UNABLE TO DETERMINE WHERE PIPE GOES

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18" RCP

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CURB INLET TOP:231.30 THROAT:230.50 IE:225.10 (E) IE:223.37 (SW)

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RIP RAP

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CONCRETE HEADWALL

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PIPE IS EXPOSED IN DITCH

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OPEN DITCH

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OPEN DITCH

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OPEN DITCH

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OPEN DITCH

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CONCRETE WINGWALL

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ZONE AE

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ZONE X (SHADED)

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ZONE X

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24" RCP

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24" RCP

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24" RCP

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30" RCP

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24" RCP

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IE:223.58

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IE:225.44

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IE:223.72

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IE:221.96

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IE:223.51

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IE:221.88

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DIRECTION OF FLOW

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CONCRETE BLOCK WALL (3.3' TALL)

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CONCRETE BLOCK WALL (3.3' TALL)

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IE:225.15

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IE:226.49

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18" RCP

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15" RCP

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30" CURB & GUTTER

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30" CURB & GUTTER

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CONCRETE SIDEWALK

AutoCAD SHX Text N/F MAYOR & CITY COUNCIL OF STATESBORO PIN:S09 000043 000 PB 14, PG 175 DB 1820, PG 217

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N/F BULLOCH COUNTY BOARD OF EDUCATION (WILLIAM JAMES) PIN:S08 000003 000

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N/F W.D. KENT, C/O PRENTHIA JONES KENT PIN:S08 000017 000 DB 607, PG 165

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N/F SADIE SIERRA LANIER PIN:S08 000018 001 DB 2409, PG 591 PB 1, PG 345

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N/F GARY HENDLEY & CHARLESE CONLEY PIN:S09 000044 000 DB 2550, PG 7 PB 1, PG 228

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6" WATER MAIN

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GA SPC EAST ZONE NAD 83

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GRID NORTH

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GA REG. L. S. LIC. NO. 3343 DATE DATE

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PROFESSIONAL

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08/30/2021/30/202130/2021/2021

T.B.M.

DONNIE SIMMONS WAYPUBLIC R/W(ASPHALT SURFACE)

K E

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DONNIE SIMMONS WAY CL:

STA:0+00.00

N:893815.116 E:771290.391

END Alignment

DONNIE SIMMONS WAY CL:

STA:2+40.00

N:893789.688 E:771529.023

BEGIN Alignment

LITTLE LOTTS CL:

STA:0+00.00

N:893869.499 E:771401.174

END Alignment

LITTLE LOTTS CL:

STA:2+00.00

N:893673.534 E:771399.395

BEGIN OVERLAY

STA:0+90

BEGIN OVERLAY

STA:1+50

LOW POINT

STA:1+32

ST-01 (GASTD 2404)

STA:1+20 OFF:-28' L

TOP:230.13

IE: 223.55

ST-02 (GASTD 2404)

STA:1+20 OFF:26' R

TOP:229.97

IE: 223.39

ST-05 (GASTD 1034D)

STA:1+32 OFF:15' R

RIM:230.60

IE OUT (W): 224.32

54 LF 72" x 48" RCB @ 0.30%

8 LF 24" RCP @ 2.00%

8 LF 18" RCP @ 2.00%

ST-03 (GASTD 1011A)

STA:1+09 OFF:-17' L

RIM:231.61

IE IN (W): 227.20

IE OUT (E): 224.41

CONNECTION

(SEE G&D NOTE 10)

IE: 224.25

STA: 1+23.49

STA: 1+46.51

STA: 1+75.00

STA: 1+08.83

229.97 223.39

223.34

223.28

222.31

220.01

223.34 223.34

231.53 231.18

231.30 231.42

231.02 230.65

231.05 231.15

230.77 230.60

231.83

231.05 231.21

231.88

231.99 CONNECTION

(SEE G&D NOTE 10)

IE: 224.25

CONNECTION

(SEE G&D NOTE 10)

IE: 224.15

0+00

0+80

0+00

0+80

BEGIN Alignment

SOUTHERN SEWER:

STA:0+00.00

N:893745.202 E:771365.540

END Alignment

SOUTHERN SEWER:

STA:0+80.00

N:893759.077 E:771444.328

STA: 0+35.58

STA: 0+31.10

BEGIN OVERLAY

STA:1+70

BEGIN OVERLAY

STA:0+70

BEGIN Alignment

NORTH STORM PGL:

STA:0+00.00

N:893822.913 E:771371.479

END Alignment

NORTH STORM PGL:

STA:0+80.00

N:893814.070 E:771450.978

6"W 6"W

Sd2-P

223.55

223.58

223.60

223.72

224.95

0' C

CLEAR ZONE CALCULATIONS:

30-MPH (ASSUMED ADT 750 - 1500)

12-14-FT FOR 1:5 TO 1:4 SLOPES

223.58

225.55

229.30 229.30230.13

225.39

229.14

SLOPE STABILIZATION MAT (Ss):

EROSION CONTROL BLANKET - COCONUT/STRAW

(NORTH AMERICAN GREEN ERONET SC150 OR

ENGINEER-APPROVED EQUAL)

RIP-RAP STREAM

BANK STABILIZATION

(TYPE 3, 18-IN)

St-01

228 229

REGRADE 40-LF

2-FT WIDE SWALE

Sd2-P

50-LF 6-IN C900

PVC WATER MAIN

CONNECT TO

EXISTING MAIN

CONNECT TO

EXISTING MAIN

UTILIZE ON ALL

DISTURBED AREAS

Du Ds1

Ds2 Ds3

RIP-RAP STREAM

BANK STABILIZATION

(TYPE 3, 18-IN)

St-01

MATCH EXISTING

PAVEMENT ELEVATION, TYP.

MATCH EXISTING

PAVEMENT ELEVATION, TYP.

10-IN WING WALL (2-FT LONG)

(DOWEL REINFORCING STEEL INTO

NEW & OLD WORK FOR CONNECTION)

3'5'

ST-04 (GASTD 1034D)

STA:1+32 OFF:-16' L

RIM:231.05

IE OUT (W): 224.43

8 LF 18" RCP @ 2.00%

CONCRETE APRON

W/ BAFFLE

(GASTD 2406)

6 22

225.39

229.14

223.90

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

GRAPHIC SCALE: 1" =

B ox

M er ch an t W ay

, S ui te

St at es bo ro

, G A

-7

Fa x:

) 2

-4 st at es bo ro em c-en g.

co m w w w

.e m c-en g.

co m

O N

N Y

• A

G U

• B R

U N

• C

• G

N N

R O

O M

• W

N S

E N

N D

N th G

.M . D

R O

, B U

C H

C O

D O

N N

O N

S W

Y O

21-2036

JRH

WPW

05/05/2021

BWL

1" = 10'

08/30/2021

10' 10'

10'

GRADING AND DRAINAGE NOTES:

1. IT IS THE CONTRACTORS OBLIGATION TO MAKE HIS/HER OWN INTERPRETATION OF ALL SURFACE AND SUBSURFACE DATA AS TO THE NATURE AND EXTENT OF THE MATERIALS TO BE EXCAVATED. THE INFORMATION SHOWN IN THE CONSTRUCTION DOCUMENTS DOES NOT IN ANY WAY GUARANTEE THE

AMOUNT OR NATURE OF THE MATERIAL WHICH MAY BE ENCOUNTERED.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND FURNISHING OF BORROW MATERIAL AS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT. FILL MATERIAL SHALL BE CLEAN AND FREE OF

ALL DEBRIS AND ORGANIC MATERIAL.

3. CONTRACTOR TO FILL AND/OR EXCAVATE AS REQUIRED FOR INSTALLATION OF ALL PROPOSED FEATURES. FINAL GRADES SHALL BE FLUSH WITH EDGE OF ASPHALT, SIDEWALK, AND/OR BACK OF CURB

AND GRADED TO ENSURE POSITIVE DRAINAGE. PONDING OF STORMWATER SHALL NOT OCCUR.

4. ALL DISTURBED AREAS OF THE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY

APPEALING SURFACE WITH A MINIMUM TOPSOIL LAYER OF FOUR INCHES.

5. FINISH GRADE ELEVATIONS INDICATE EDGE OF PAVEMENT/TOP OF PAVEMENT UNLESS OTHERWISE

NOTED.

6. REFER TO DETAILS FOR PAVEMENT TYPICAL SECTION.

7. SITE SHALL BE GRADED UNIFORMLY FOR POSITIVE DRAINAGE AS SHOWN FROM THE PROPOSED

ELEVATIONS, CONTOURS, AND THE DRAINAGE SLOPE ARROWS.

8. ALL NEW ASPHALT AND/OR CONCRETE PAVING SHALL HAVE A SMOOTH TRANSITION TO EXISTING

PAVEMENT.

9. CONTRACTOR TO RELOCATE & UTILIZER EXISTING RIP-RAP/CRUSHED CONCRETE, DUMPED BY THE

COUNTY AT ROAD CLOSURES, IN PROPOSED CULVERT OUTFALL RIP-RAP.

10. SIDE DRAIN / BOX CULVERT CONNECTION: BOX CULVERT SHALL BE CAST-IN-PLACE AROUND RCP SIDE

DRAIN PIPE, AND REINFORCING STEEL DOWELED INTO PIPE @ 12-IN SPACING AROUND THE

CIRCUMFERENCE.

SITE LAYOUT AND STAKING NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, BUFFERS, ETC. PRIOR TO COMMENCEMENT OF CONSTRUCTION.

2. ALL DIMENSIONS ARE MEASURED TO BACK OF CURB WHERE CURB & GUTTER IS PRESENT. ALL OTHER

DIMENSIONS ARE MEASURED TO EDGE OF PAVEMENT UNLESS NOTED OTHERWISE.

3. ALL SIGNS AND UTILITY MARKERS REMOVED/DISTURBED DURING CONSTRUCTION SHALL BE

REINSTALLED UNLESS NOTED OTHERWISE ON PLANS.

4. ALL STRIPING AND SIGNS SHALL CONFORM WITH THE STATE'S DEPARTMENT OF TRANSPORTATION AND

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION.

5. BLOCK WALL RECONSTRUCTION IS NOT WITHIN THE PROJECT SCOPE. IF DEEMED NECESSARY, CITY TO

RECONSTRUCT BLOCK WALL SEPARATELY.

A PAVED OR SHORT SECTION OF RIPRAP

CHANNEL AT THE OUTLET OF A STORM DRAIN

SYSTEM PREVENTING EROSION FROM THE

CONCENTRATED RUNOFF.

STORMDRAIN

OUTLET

PROTECTION

GEORGIA UNIFORM CODING SYSTEM

ESPC STRUCTURAL PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

Ds1

ESTABLISHING TEMPORARY PROTECTION FOR

DISTURBED AREAS WHERE SEEDLINGS MAY NOT

HAVE A SUITABLE GROWING SEASON TO

PRODUCE AN EROSION RETARDING COVER.

DISTURBED

AREA

STABILIZATION

(WITH MULCHING

ONLY)

Ds1

Ds2

ESTABLISHING A TEMPORARY VEGETATIVE

COVER WITH FAST GROWING SEEDINGS ON

DISTURBED AREAS.

DISTURBED

AREA

STABILIZATION

(WITH TEMP

SEEDING)

Ds2

Ds3

ESTABLISHING A PERMANENT VEGETATIVE

COVER SUCH AS TREES, SHRUBS, VINES,

GRASSES, OR LEGUMES ON DISTURBED AREAS.

DISTURBED

AREA

STABILIZATION

(WITH PERM

SEEDING)

Ds3

CONTROLLING SURFACE AND AIR MOVEMENT OF

DUST ON CONSTRUCTION SITE, ROADWAYS AND

SIMILAR SITES.

DUST CONTROL

ON DISTURBED

AREAS

A PROTECTIVE COVERING USED TO PREVENT

EROSION AND ESTABLISH TEMPORARY OR

PERMANENT VEGETATION ON STEEP SLOPES,

SHORE LINES, OR CHANNELS.

SLOPE

STABILIZATIONSs Ss

GEORGIA UNIFORM CODING SYSTEM

ESPC VEGETATIVE PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

SOIL EROSION AND SEDIMENT CONTROL NOTES:

1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION

CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT

SOURCE.

3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH

MULCH OR TEMPORARY SEEDING.

4. CONTRACTOR IS TO ESTABLISH PERMANENT VEGETATIVE COVER ON ALL DISTURBED UNPAVED SURFACES (St, Ss, Ds3).

5. ONCE PERMANENT STABILIZATION OF VEGETATIVE GROUND COVER IS ACHIEVED, CONTRACTOR IS TO

REMOVE ALL TEMPORARY SEDIMENT CONTROL MEASURES.

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JEREMY ROBERT HART

No. PE41053

8/30/2021

A TEMPORARY PROTECTIVE DEVICE FORMED AT

OR AROUND AN INLET TO A STORM DRAIN TO

TRAP SEDIMENT.

INLET

SEDIMENT TRAPSd2

POWER POLE

POLY(VINYL CHLORIDE) PIPE

REINFORCED CONCRETE PIPE

INVERT ELEVATION

SIGN - SINGLE POLE

WATER MAIN LINE

WATER VALVE

EXISTING FEATURES LEGEND

SANITARY SEWER LINE

OVERHEAD ELECTRIC

OVERHEAD TELEPHONE

DUCTILE IRON PIPE

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORM MANHOLE

NOT TO SCALE N.T.S.

UNDERGROUND GAS LINEBOLLARD

STORM DRAINAGE LINE

GUY WIRE ANCHOR

LIGHT POLE

UNDERGROUND CABLE

RIGHT-OF-WAY

GRATE INLET

GRATE INLET WITH HOOD

DOUBLE WING CURB INLET

WEIR INLET

STORM MANHOLE

FLARED END SECTION

TOPOGRAPHY

RIPRAP< <

CONTOUR & LABELS

DITCH/SWALE

150150.00 STORM SEWER

PROPOSED FEATURES LEGEND

EXISTING ASPHALT

PROPOSED ASPHALT OVERLAY

PROPOSED CONCRETE

EXISTING CONCRETE

PROPOSED RIP RAP

PROPOSED FULL DEPTH ASPHALT

HATCHING LEGEND

PROPOSED SLOPE STABILIZATION

AutoCAD SHX Text

SSMH TOP:232.13 IE:228.41 (SE) IE:228.62 (W)

AutoCAD SHX Text

SSMH TOP:229.55 IE:221.17 (E) IE:221.18 (S) IE:221.92 (NW)

AutoCAD SHX Text

SSMH TOP:231.87

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

UNABLE TO DETERMINE WHERE PIPE GOES - NO APPARENT FLOW DETECTED

AutoCAD SHX Text

IE:224.06

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

CONCRETE WINGWALL

AutoCAD SHX Text

DIRT DRIVE

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text

CURB INLET TOP:231.30 THROAT:230.50 IE:225.10 (E) IE:223.37 (SW)

AutoCAD SHX Text

PIPE IS EXPOSED IN DITCH

AutoCAD SHX Text

OPEN DITCH

AutoCAD SHX Text

OPEN DITCH

AutoCAD SHX Text

OPEN DITCH

AutoCAD SHX Text

OPEN DITCH

AutoCAD SHX Text

CONCRETE WINGWALL

AutoCAD SHX Text

ZONE AE

AutoCAD SHX Text

ZONE X (SHADED)

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ZONE X

AutoCAD SHX Text

ZONE X (SHADED)

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APPROX. FLOOD HAZARD LINE

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APPROX. FLOOD HAZARD LINE

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ZONE AE

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ZONE X (SHADED)

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ZONE X

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ZONE X (SHADED)

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24" RCP

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24" RCP

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DIRECTION OF FLOW

AutoCAD SHX Text

IE:225.15

AutoCAD SHX Text

IE:226.49

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18" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

30" CURB & GUTTER

AutoCAD SHX Text

30" CURB & GUTTER

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text N/F MAYOR & CITY COUNCIL OF STATESBORO PIN:S09 000043 000 PB 14, PG 175 DB 1820, PG 217

AutoCAD SHX Text

N/F BULLOCH COUNTY BOARD OF EDUCATION (WILLIAM JAMES) PIN:S08 000003 000

AutoCAD SHX Text

N/F W.D. KENT, C/O PRENTHIA JONES KENT PIN:S08 000017 000 DB 607, PG 165

AutoCAD SHX Text

N/F SADIE SIERRA LANIER PIN:S08 000018 001 DB 2409, PG 591 PB 1, PG 345

AutoCAD SHX Text

N/F GARY HENDLEY & CHARLESE CONLEY PIN:S09 000044 000 DB 2550, PG 7 PB 1, PG 228

AutoCAD SHX Text

6" WATER MAIN

AutoCAD SHX Text

GA SPC EAST ZONE NAD 83

AutoCAD SHX Text

GRID NORTH

AutoCAD SHX Text G:\21\21-2036 DONNIE SIMMONS WAY CULVERT CROSSING\DWG\21-2036C_B01.DWG 8/30/2021 1:58 PM 8/30/2021 1:58 PM8/30/2021 1:58 PM

AutoCAD SHX Text

PVC

AutoCAD SHX Text

RCP

AutoCAD SHX Text

IE:12.00

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

DIP

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text

SSMH

AutoCAD SHX Text D

AutoCAD SHX Text

STMH

AutoCAD SHX Text G

AutoCAD SHX Text

BLR

AutoCAD SHX Text

GWA

AutoCAD SHX Text

R/W

LITTLE LOTTS CL PROFILE

HORZ SCALE: 1" =10'

VERT SCALE: 1" =2'

0+00

1+00

2+00

I S

: 0

+0 6.

I E L:

I S

: 0

+4 3.

I E L:

I S

: 0

+9 7.

I E L:

I S

: 1

+7 5.

I E L:

-0.40%

-8.07%

-0.40% -0.30%

STA:1+08.83

ELEV:223.34

IE:224.15IE:224.25

STA:0+35.58

ELEV:223.58

STA:0+31.10

ELEV:223.60

6-IN PVC

18-IN RCP 18-IN RCP

PROPOSED GROUND

EXISTING BLOCK WALL

(TO BE REMOVED)

EXISTING BLOCK WALL

(TO BE REMOVED)

54 LF 72" X 48" RCB @ 0.30%RIP RAP (TYPE 3, 18-IN)

CONCRETE WINGWALL

RIP RAP (TYPE 3, 18-IN)

CONCRETE WINGWALL

12-IN STONE BASE UNDER CULVERT

COMPACTED SUBGRADE AT

95% PROCTOR DENSITY

UNDER RIP RAP, TYP.

COMPACTED SUBGRADE

AT 95% PROCTOR

DENSITY UNDER CULVERT

CONCRETE APRON

W/ BAFFLE

(GASTD 2406)

1.13'

DONNIE SIMMONS WAY CL PROFILE

HORZ SCALE: 1" =10'

VERT SCALE: 1" =2'

0+00

1+00

2+00

I S

: 0

+9 0.

I E L:

I S

: 1

+5 0.

I E L:

-0.42% 0.31%

14.71' (K:20.00)

PVI STA:1+30.86

EL:231.82

: 1 +2

: 2

: 1

+3 2.

: 2

PROPOSED GROUND

72" x 48" RCB

6-IN PVC WATER MAIN

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

GRAPHIC SCALE: 1" =

B ox

M er ch an t W ay

, S ui te

St at es bo ro

, G A

-7

Fa x:

) 2

-4 st at es bo ro em c-en g.

co m w w w

.e m c-en g.

co m

O N

N Y

• A

G U

• B R

U N

• C

• G

N N

R O

O M

• W

N S

E N

N D

S th G

.M . D

R O

, B U

C H

C O

D O

N N

O N

S W

Y O

21-2036

JRH

WPW

05/05/2021

BWL

1" = 10'

08/30/2021

10' 10'

10'

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JEREMY ROBERT HART

No. PE41053

8/30/2021

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

EXISTING GROUND

G:\21\21-2036 DONNIE SIMMONS WAY CULVERT CROSSING\DWG\21-2036C_B01.DWG 8/30/2021 1:58 PM 8/30/2021 1:58 PM8/30/2021 1:58 PM

SOUTHERN SEWER PROFILE

HORZ SCALE: 1" =10'

VERT SCALE: 1" =2'

NORTH STORM PGL PROFILE

HORZ SCALE: 1" =10'

VERT SCALE: 1" =2'

0+00

IE:224.25

8 LF 18" RCP @ 2.00%

8 LF 24" RCP @ 2.00%

IE:224.25

IE:223.51

0+00

PROPOSED GROUND PROPOSED GROUND

PROPOSED GROUND

ST-04 (GASTD 1034D)

STA:1+32 OFF:-16' L

RIM:231.05

IE OUT (W): 224.43

72" x 48" RCB

ST-03 (GASTD 1011A)

STA:1+09 OFF:-17' L

RIM:231.61

IE IN (W): 227.20

IE OUT (E): 224.41

COMPACTED SUBGRADE TO 95%

STANDARD PROCTOR DENSITY

RIP RAP (TYPE 3, 18-IN)

1.16'

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

GRAPHIC SCALE: 1" =

B ox

M er ch an t W ay

, S ui te

St at es bo ro

, G A

-7

Fa x:

) 2

-4 st at es bo ro em c-en g.

co m w w w

.e m c-en g.

co m

O N

N Y

• A

G U

• B R

U N

• C

• G

N N

R O

O M

• W

N S

E N

N D

S th G

.M . D

R O

, B U

C H

C O

D O

N N

O N

S W

Y O

21-2036

JRH

WPW

05/05/2021

BWL

1" = 10'

08/30/2021

10' 10'

10'

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JEREMY ROBERT HART

No. PE41053

8/30/2021

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

EXISTING GROUND

G:\21\21-2036 DONNIE SIMMONS WAY CULVERT CROSSING\DWG\21-2036C_B01.DWG 8/30/2021 1:58 PM 8/30/2021 1:58 PM8/30/2021 1:58 PM

SHEET

Pr ep ar ed fo r:

SURVEY DATE:

, I

N C

M C

E N

PROJECT NO.:

SURVEYED BY:

CHECKED BY:

DRAWN BY:

GRAPHIC SCALE: 1" =

B ox

M er ch an t W ay

, S ui te

St at es bo ro

, G A

-7

Fa x:

) 2

-4 st at es bo ro em c-en g.

co m w w w

.e m c-en g.

co m

O N

N Y

• A

G U

• B R

U N

• C

• G

N N

R O

O M

• W

N S

E N

N D

N C

O N

U C

N D

th G

.M . D

R O

, B U

C H

C O

D O

N N

O N

S W

Y O

21-2036

JRH

WPW

05/05/2021

BWL

1" = 20'

08/30/2021

20' 20'

20'

10'

SLO

2% M

AX.

CONCRETE SIDEWALK

NO SCALE

FORMED OR SAWED

CONTRACTION JOINT

(SHOULD MATCH C&G)1/2" PREMOLDED

EXPANSION JOINT

CONTINUOUS

LANDING

STEPS, AS NECESSARY,

7" MAX. RISE EACH STEP

SUBGRADE COMPACTION,

STEPS 98% STANDARD

(ASTM D-698)

SUBGRADE COMPACTION,

SIDEWALKS 97% STANDARD

(ASTM D-698)

EXPANSION JOINT

(SHOULD MATCH C&G)

C&G

P.E.J.

SEE PLANS

11" MIN

5' MIN

MATCH EXISTING

WALKWAY WIDTH

5' MIN (TYP)

NOTES:

1. ALL SIDEWALKS SHALL BE 4" THICK WITH 3000 PSI CLASS B FIBER REINFORCED CONCRETE.

2. CONTRACTION JOINTS SHALL BE PLACED AT 6'-0" INTERVALS FOR 6 FOOT SIDEWALKS, 4'-0" INTERVALS FOR 8' SIDEWALKS W/ A LONGITUDINAL JOINT IN THE ℄ OF THE 8 FOOT SIDEWALKS, 5'-0" INTERVALS FOR 10' SIDEWALKS WITH A LONGITUDINAL JOINT IN THE CENTERLINE OF THE

10 FOOT SIDEWALKS.

3. CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS.

4. CONSTRUCT 1/4" EXP. JOINT MAXIMUM 50 FT. SPACING BETWEEN JOINTS.

5. INSTALL 1/2" EXP. MATERIAL WHERE CONC. SIDEWALKS ABUT CONCRETE STRUCTURES.

6. A LAYER OF 15# FELT IS REQUIRED BETWEEN WALK AND ADJACENT PARALLELING CONCRETE

CURB.

7. POLYPROPYLENE FIBER REINFORCEMENT TO BE ADDED TO ALL CONCRETE SIDEWALKS AND

PADS. (SEE SPECS.)

8. ALL SIDEWALKS TO MEET LOCAL & ADA REQUIREMENTS.

1" IN 12"6"

SEE PLANS

1" BATTER

NORMAL

PITCHED

R2"

STANDARD CONCRETE CURB AND GUTTER

NOT TO SCALE

NOTES:

1. ALL CONCRETE SHALL BE 3000 PSI.

2. 1/2" INCH EXPANSION JOINTS SHALL BE LOCATED AT ALL RADIUS POINTS, TRAPS, COLD JOINTS AND

AT ANY POINT WHERE THE NEW CURB AND GUTTER ABUTS OTHER CONCRETE STRUCTURES OR

INTERVALS NOT TO EXCEED 50'.

3. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS.

4. PITCHED GUTTER SHALL BE USED WHEN ADJACENT ASPHALT IS SLOPING AWAY FROM GUTTER.

5. 5 FOOT LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL GUTTER AND PITCHED GUTTER, UNLESS OTHERWISE NOTED.

6. SUBBASE & BASE MATERIAL SHALL BE COMPACTED TO 100% MAX. DRY DENSITY AT STANDARD

PROCTOR AND INSPECTED BEFORE PLACING CONCRETE.

7. SUBBASE AND BASE SHALL MEET COUNTY SPECIFICATIONS AND THAT OF THE DESIGN ENGINEER.

1"R 6"

1" BATTER

SEE PLANS

R2"

SLOPE=SLOPE OFADJACENT PAVEMENT

DUST CONTROL ON DISTURBED AREAS

ADHESIVE

ANIOIC

ASPHALT

EMULSION

LATEX

EMULSION

WATER

DILUTION

TYPE OF

NOZZLE

APPLICATION

RATE (GAL/AC)

RESIN-IN-

WATER

EMULSION

7.1*

12 1/2:1*

4:1*

SPRAY

FINE

SPRAY

FINE

SPRAY

TEMPORARY METHODS

- MULCHES

- TEMPORARY VEGETATIVE COVER

- SPRAY ON ADHESIVES

- TILLAGE

- IRRIGATION

- BARRIERS

- CALCIUM CHLORIDE

PERMANENT METHODS

- PERMANENT VEGETATION

- TOPSOILING

- STONE COVER

*USE MANUFACTURER'S RECOMMENDATIONS WHEN AVAILABLE

CHEMICAL CONTROL

NOTES:

TO REDUCE DUST, RUNOFF, EROSION AND SEDIMENTATION. TO CONSERVE MOISTURE

AND PREVENT SURFACE COMPACTION AND CRUSTING AND CONTROL UNDESIRABLE

VEGETATION.

THE CONTRACTOR IS TO APPLY STRAW OR HAY UNIFORMLY AS SHOWN BY THE TABLE

BELOW BY HAND OR MECHANICAL EQUIPMENT AND ANCHOR BY PRESSING INTO THE

SOIL OR USING NETTING.

THIS IS A TEMPORARY MEASURE OF COVER APPLIED TO THE SOIL SURFACE FOR A

PERIOD OF SIX (6) MONTHS OR LESS WHEN SEEDING IS NOT PRACTICAL.

MULCH ON SLOPES GREATER THAN 3% SHOULD BE ANCHORED WITH EMULSIFIED

ASPHALT (GRADE AE-5 OR SS-1) OR OTHER SUITABLE TACKIFIER.

WOOD WASTE ON SLOPES GREATER THAN 3:1 DO NOT NEED ANCHORING.

MULCH SHOULD BE APPLIED TO ALL DISTURBED AREAS LEFT INACTIVE FOR FOURTEEN

DAYS.

SEE MANUFACTURER'S

RECOMMENDATIONS

GEOTEXILES, JUTE

MATTING, NETTING, ETC.

SECURE WITH SOIL,

ANCHORS, WEIGHTSPOLYETHLENE FILM

2" TO 3"-WOOD WASTE, CHIPS,

SAWDUST, BARK

DEPTHRATEMATERIAL

MULCHING APPLICATION REQUIREMENTS

STRAW OR HAY 2" TO 4"

MAINTENANCE NOTE:

ADD MULCH AS NEEDED TO MAINTAIN THE SUGGESTED DEPTH

IF ORGANIC MULCH IS TO BE LEFT AND INCORPORATED INTO THE SOIL, APPLY 20-30

POUNDS OF NITROGEN IN ADDITION TO THE FERTILIZER REQUIRED FOR VEGETATION.

DISTURBED AREA STABILIZATION

(WITH MULCHING)Ds1

TEMPORARY COVER

SEED TYPE

SEED RATE

(LBS/AC) PLANTING DATES

BROWNTOP MILLET 40 APR.-MID JULY

RYEGRASS 40 JAN.-MID APR., AUG-DEC.

WEEPING LOVEGRASS 4 MID MAR.-MID JUNE

SUDANGRASS 60 APR.-AUG.

PEARL MILLET 50 MID APR.-AUG.

RYE (SECAL CERALE) 168 MID AUG.-DEC.

BARLEY 144 MID AUG.-MID DEC.

WHEAT 180 SEPT.-DEC.

NOTES:

1. SPECIES LISTED IN ORDER OF PREFERENCE. CONTRACTOR MAY SELECT FROM SPECIES LISTED

DEPENDING ON PLANTING DATE.

2. SEEDING RATES SHALL BE REDUCED BY 50% WHEN DRILLED.

3. FERTILIZATION RATES: 6-12-12 (N-P-K) 1500 LBS/AC FOR FIRST YEAR COOL AND WARM SEASON

GRASSES AND LEGUMES. SEE TABLE 6-5.1 LOCATED IN THE MANUAL FOR EROSION AND SEDIMENT

CONTROL IN GEORGIA FOR SECOND YEAR AND MAINTENANCE FERTILIZATION RATES.

4. LIME APPLICATION: AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO TWO TONS PER ACRE

UNLESS SOILS TESTS INDICATE OTHERWISE. AGRICULTURAL LIME SHALL BE WITHIN THE

SPECIFICATIONS OF THE GEORGIA DEPARTMENT OF AGRICULTURE.

5. REFER TO "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA", CURRENT EDITION, FOR

ADDITIONAL INFORMATION.

DISTURBED AREA STABILIZATION

(TEMPORARY SEEDING)Ds2

PERMANENT COVER

SEED TYPE

SEED RATE

(LBS/AC) PLANTING DATES

COMMON BERMUDA (HULLED) 10 APR.-MID JULY

COMMON BERMUDA (UNHULLED) 10 JAN.-MID APR., AUG-DEC.

CENTIPEDE BLOCK SOD ONLY MID MAR.-MID JUNE

BAHIA, PENSACOLA 60 APR.-AUG.

WEEPING LOVEGRASS 4 MID APR.-AUG.

PANICGRASS, ATLANTIC COASTAL 20 MID AUG.-DEC.

LESPEDEZA, SERICEA (SCARIFIED) 60 MID AUG.-MID DEC.

LESPEDEZA, SERICEA (UNSCARIFIED) 75 SEPT.-DEC.

NOTES:

1. SPECIES LISTED IN ORDER OF PREFERENCE. CONTRACTOR MAY SELECT FROM SPECIES LISTED

DEPENDING ON PLANTING DATE.

2. SEEDING RATES SHALL BE REDUCED BY 50% WHEN DRILLED.

3. FERTILIZATION RATES: 6-12-12 (N-P-K) 1500 LBS/AC FOR FIRST YEAR COOL AND WARM SEASON

GRASSES AND LEGUMES. SEE TABLE 6-5.1 LOCATED IN THE MANUAL FOR EROSION AND SEDIMENT

CONTROL IN GEORGIA FOR SECOND YEAR AND MAINTENANCE FERTILIZATION RATES.

4. LIME APPLICATION: AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO TWO TONS PER ACRE

UNLESS SOILS TESTS INDICATE OTHERWISE. AGRICULTURAL LIME SHALL BE WITHIN THE

SPECIFICATIONS OF THE GEORGIA DEPARTMENT OF AGRICULTURE.

5. MULCHING: STRAW OR HAY MULCH SHALL BE APPLIED AT THE RATE OF 2 TONS/ACRE ON GRASSED

AREAS. MULCH ON SLOPES SHALL BE TACKED IN PLACE WITH MULCH NETTING OF PLASTIC OR

TWINE. WATER IMMEDIATELY AFTER MULCHING.

6. REFER TO "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" , CURRENT EDITION, FOR

ADDITIONAL INFORMATION.

DISTURBED AREA STABILIZATION

(PERMANENT SEEDING)Ds3

EROSION BLANKETS & TURF REINFORCEMENT MATS

UPSTREAM TERMINAL TRANSVERSE CHECK SLOT DOWNSTREAM TERMINAL

1'-2" 6" 9" 1'-2"

1' -0

15'-20' 5'

15"

3' OVERLAP

ROLL #3

ROLL #1

ROLL #2

SEQUENTIAL ROLL RUN OUT IN

CHANNELS

PICTORIAL VIEW OF TRANSVERSE SLOT

36"

STEP 1: CUT TERMINAL SLOT.

STEP 2: SNUG MAT INTO SLOT.

STEP 3:

A. STAKE MAT INTO SLOT.

B. USE 1" X 3" PRESSURE TREATED

BOARD TO SPACE MAT AGAINST

VERTICAL CUT.

C. BACKFILL AND COMPACT.

STEP 4:

A. REVERSE MAT ROLL DIRECTION TO

OVERLAY CHECK LOT.

B. STAKE MAT TO ANCHOR TERMINAL.

STEP 1: CUT

CHECK SLOT.

STEP 2: WORK UPSTREAM ACROSS

CHECK SLOT AND LAP BACK 15".

STEP 3: TUCK MAT LAP INTO SLOT AND

STAKE.

STEP 4:

A. BACKFILL AND PROGRESS UPSTREAM

B. PULL OUT TEMPORARY STAKES WHEN

NO LONGER NEEDED FOR

TENSIONING.

STEP 1: CUT

TERMINAL SLOT.

STEP 2: STAKE MAT

INTO SLOT.

STEP 3:

BACKFILL TERMINAL

SLOT.

STEP 4:

A. ROLL MAT UP-

STREAM OVER REFILLED TERMINAL.

B. STAKE MAT DOWN TO ANCHOR

TERMINAL.

C. PROGRESS UPSTREAM WITH ROLL.

TEMPORARILY STAKE MAT UNDER MODERATE

TENSION.

NOTES:

1. START AT DOWNSTREAM TERMINAL AND PROGRESS UPSTREAM.

2. FIRST ROLL IS CENTERED LONGITUDINALLY IN MID-CHANNEL AND

PINNED WITH TEMPORARY STAKES TO MAINTAIN ALIGNMENT.

3. SUBSEQUENT ROLLS FOLLOW IN STAGGERED SEQUENCE BEHIND

THE FIRST ROLL. USE THE CENTER ROLL FOR ALIGNMENT TO THE

CHANNEL CENTER.

4. WORK OUTWARDS FROM THE CHANNEL CENTER TO THE EDGE.

5. USE 3" OVERLAPS AND STAKE AT 5' INTERVALS ALONG THE SEAMS.

6. USE 3' OVERLAPS AND SHINGLE DOWNSTREAM TO CONNECT THE

LINING AT THE ROLL ENDS.

Ss INSTALL NORTH AMERICAN GREEN SC-150 EROSION BLANKET OR EQUAL U.N.O. INSTALL PER

MANUFACTURES SPECIFICATIONS.

RECP - ROLLED EROSION CONTROL PRODUCT FULL DEPTH ASPHALT PAVEMENT PATCH

NOT TO SCALE

1. 12.5mm ASPHALT PAVEMENT AT 2.0-IN OR 220-LBS/SY

2. TACK COAT 0.06-GAL/SY

3. 12.5mm ASPHALT PAVEMENT AT 2-IN OR 220-LBS/SY

4. 6-IN GAB BASE

5. 24" MIN. COMPACTED SUB-BASE TO 100% STD. PROCTOR (ASTM D-698)

ASPHALT OVERLAY

NOT TO SCALE

1. 12.5mm ASPHALT PAVEMENT OVERLAY AT 2.0-IN OR 220-LBS/SY

2. CLEAN/LEVEL AND MILL SURFACE TO ESTABLISH DESIRED

CROSS SLOPE (MIN 2.0%)

3. BITUMINOUS TACK COAT

4. EXISTING BASE

02 03 04

PROFESSIONAL

ENGINEER

REGISTERED

RGIA

JEREMY ROBERT HART

No. PE41053

8/30/2021

GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD DETAILS REFERENCE TABLE

DETAIL NUMBER SHEET DESCRIPTION

1011-A 01 OF 01 PRECAST REINFORCED CONCRETE MANHOLE

1030D-1 01 OF 03 CONCRETE & METAL PIPE CULVERTS

1030D-2 02 OF 03 CONCRETE & METAL PIPE CULVERTS

1034D 01 OF 01 CATCH BASINS (IN SAGS OR LOW POINTS)

1401 01 OF 01 PAVEMENT PATCHING DETAILS (STORM DRAIN OR UTILITY INSTALLATIONS BY OPEN CUT ACROSS EXISTING PAVEMENT)

2401-1 01 OF 03 REINFORCED CONCRETE SINGLE BOX CULVERT

2401-2D 02 OF 03 REINFORCED CONCRETE SINGLE BOX CULVERT (6'X4')

2401-3 03 OF 03 REINFORCED CONCRETE SINGLE BOX CULVERT

2404-1 01 OF 01 REINFORCED CONCRETE WINGWALLS, TOEWALLS AND PARAPETS FOR CONCRETE BOX CULVERTS

2406-1 01 OF 02 CONCRETE BOX CULVERT APRONS AND BAFFLES

2406-2 02 OF 02 CONCRETE BOX CULVERT APRONS AND BAFFLES

9031U 01 OF 01 PRECAST OR BUILT IN PLACE JUNCTION BOXES

FLOW

MIN.

NOTE: ROCK SIZE DETERMINED ACCORDING TO

SPECIFICATIONS SET FORTH IN APPENDIX C.

NOTE: SEDIMENT TRAP IS TO BE CLEANED OUT

WHEN VOLUME BECOMES HALF FULL.

6" MINIMUM

GEOTEXTILES

Rd ROCK FILTER DAM

3-5# STONE

GEOTEXTILES

AutoCAD SHX Text G:\21\21-2036 DONNIE SIMMONS WAY CULVERT CROSSING\DWG\21-2036C_B01.DWG 8/30/2021 1:58 PM 8/30/2021 1:58 PM8/30/2021 1:58 PM

AutoCAD SHX Text

VARIES

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EXISTING PAVEMENT

VARIES

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REPLACED WITH 1/4" - 3/4" CRUSHED STONE, GRAVEL (U.S.C.S

AutoCAD SHX Text O.D.

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OD/2

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SELECTED BACKFILL

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HAND PLACED

AutoCAD SHX Text 12"

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BEDDING.

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AT THE TRENCH BOTTOM, GRADED SANDS MAY BE USED FOR PIPE

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WHEN DRY UNSUITABLE MATERIAL (I.E. HARDPAN) IS ENCOUNTERED

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SPRING LINE OF THE PIPE TO STABILIZE THE PIPE BEDDING.

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SOIL CLASSIFICATION - CLASS ONE) OR CRUSHED SHELL TO THE

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SUFFICIENT DEPTH OF THE UNSTABLE SOIL SHALL BE REMOVED AND

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ENCOUNTERED, AS DETERMINED BY THE INSPECTING ENGINEEER A

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HOWEVER, WHERE UNSTABLE TRENCH BOTTOM CONDITIONS ARE

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NORMALLY CLEAN BACKFILL SHALL BE AS A 6" MIN. BEDDING

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NORMAL TRENCH BOTTOM

AutoCAD SHX Text A.A.S.H.O. T-180 (A.S.T.M. D1557)

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DENSITY TO 95% MODIFIED PROCTOR

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BEDDING AND BACKFILL COMPACTION

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IN THICKNESS.

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EXCEEDING SIX INCHES

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PLACED IN LIFTS NOT

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BEDDING AND BACKFILL

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MIN.

AutoCAD SHX Text 4"

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12" MIN.

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NOTE:

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NOT TO SCALE

%%UWATER MAIN PIPE BEDDING

ATTACHMENT C

REBID.DSWCR Review Set.02.07.24.pdf

Sheets and Views

21-2036C_B01-01 COVER

21-2036C_B01-02 EX. CONDITIONS DEMOLITION AND INITIAL BMP PLAN

21-2036C_B01-03 SITE PLAN

21-2036C_B01-04 PROFILES

21-2036C_B01-05 PROFILES

21-2036C_B01-06 CONSTRUCTION DETAILS

File details come from the government source that posted it. Updated Apr 3, 2024.