2023_51 Plan Set.pdf

PDF 4 MB Posted Jul 24, 2025

Attached to: Anne Street Canal Improvements
Solicitation number: PE-66157-NONST-2025-000000010
Issued by: Brooks County, Georgia

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Written by GovTribe AI · May 1, 2026

Anne Street Canal Improvements Project Summary

This is a comprehensive Plan Set for the Anne Street Canal Improvements project being undertaken by the City of Pembroke, Georgia in Bryan County. The project involves clearing, grubbing, grading, demolition, fence installation, drainage improvements, and erosion control measures along Anne Street and surrounding properties. The work includes installation of approximately 415 linear feet of Contech Armorflex Class 40 open-cell concrete block channel lining with 6-inch minimum riprap, removal of existing 48-inch HDPE pipe and related structures, installation of approximately 194 linear feet of 4-foot chain link fencing and 96 linear feet of 6-foot wooden fencing, and construction of a rock filter dam for sediment management. The project encompasses 0.45 acres of total disturbed area and involves an estimated 610.31 cubic yards of fill and 193.80 cubic yards of net cut in earthwork. Sealed proposals must be received by the City of Pembroke at 353 North Main Street by 10:00 a.m. on August 26, 2025, with a mandatory pre-bid meeting scheduled for August 12, 2025 at 10:00 a.m. at Pembroke City Hall. Plan sets are available from M.E. Sack Engineering for a non-refundable deposit of $100 per set. Contractors must prequalify by submitting a completed "Statement of Bidder Qualifications" form, with bids accepted from prequalified bidders only.

The project site is located in FEMA Flood Zone A according to Bryan County Flood Map Community-Panel Number 13029C 0065D dated May 5, 2014, and involves four residential properties with recorded 20-foot and 30-foot drainage easements. The design professional is Marcus E. Sack, PE, with Georgia SWCC Level II certification (No. 70248, expires 06/14/2026). All disturbed areas must be revegetated immediately following construction in accordance with the Manual for Erosion and Sediment Control in Georgia, with erosion and sedimentation control structures installed prior to construction commencement. The contractor is responsible for locating and protecting all existing utilities, replacing any disturbed property corners and right-of-way monuments, and coordinating with respective property owners regarding fencing installation. The City of Pembroke has obtained right-of-entry agreements with each property owner, copies of which will be provided to the awarded contractor.

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File	Type	Posted
2023_51 BID AD_ReBid.pdf	PDF	Jul 24, 2025
2023_51 BID DOC_ReBid_Unofficial.pdf	PDF	Jul 24, 2025

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JOB NO. 2023-51PRJ

REVISION NO. DATE DESCRIPTION

VICINITY MAP

Not To Scale

GENERAL NOTES

1. ALL EXISTING UTILITIES SHOWN ARE LOCATED FROM BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ACTUAL FIELD LOCATION AND PROTECTION OF EXISTING UTILITIES. OVERHEAD LINES ARE NOT

SHOWN FOR CLARITY.

2. ALL DISTURBED AREAS TO BE REVEGETATED IMMEDIATELY AFTER CONSTRUCTION, IN ACCORDANCE WITH THE

MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.

3. ALL EROSION AND SEDIMENTATION CONTROL STRUCTURES SHALL BE INSTALLED PRIOR TO THE START OF

CONSTRUCTION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY PROPERTY CORNERS, RIGHT OF WAY

MONUMENTS, SIGNS OR OTHER STRUCTURES DISTURBED DURING CONSTRUCTION.

5. ALL TRAFFIC AND SIGNAGE CONTROL SHALL BE IN ACCORDANCE WITH THE MANUAL FOR UNIFORM TRAFFIC

CONTROL DEVICES, MUTCD, CURRENT EDITION.

COVER

SHEET

24 HOUR CONTACT

CHRIS BENSON

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

July 2, 2025PLOT DATE:

OWNER:

CITY OF PEMBROKE

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

PROFESSIONAL

REGISTERED

ENG INEERMARCUS E. SACK

No. 38559

DESIGN PROFESSIONAL:

SHEET INDEX:

DESCRIPTION SHEET

1. EXISTING CONDITIONS & DEMOLITION PLAN SHEET C100

2. SITE PLAN SHEET C200

3. GRADING PLAN SHEET C300

4. EROSION CONTROL PLAN SHEET C400

5. EROSION CONTROL DETAILS SHEET C500

6. DETAILS SHEET C501

515 NORTH MAIN STREET

P.O. BOX 649

HINESVILLE, GA 31313

TEL: (912) 368-5212

10375 FORD AVENUE

UNIT A-2

RICHMOND HILL, GA 31324

GPS COORDINATES OF CO #1:

N: 32.139342 E: -81.620025

DATUM: NAVD88

SEDIMENT BASIN MARKER W/NOTCH

HANDICAP SPACE

TELEPHONE PEDESTAL

IRON PIN SET

SPOT ELEVATION

FIRE HYDRANT

SEWER MANHOLE

TELEPHONE MANHOLE

WATER VALVE

DITCH CENTERLINE

UNDERGROUND TELEPHONE LINE

UNDERGROUND TELEPHONE CONDUIT

UNDERGROUND GAS LINE

SANITARY SEWER

UNDERGROUND WATER LINE

DESCRIPTION

STORM DRAINAGE PIPE

CONCRETE MONUMENT FOUND

IRON PIN FOUND

WATER METER

LIGHT POLE

POWER POLE

GUY POLE

BENCHMARK

FORCE MAIN

X=90.00

DRAWING LEGEND

PROPOSED

X=90.00

EXISTING

TOP OF CURB ELEVATION TC=90.00 TC=90.00

SIGN

ANNE STREET CANAL IMPROVEMENTS

FOR THE CITY OF PEMBROKE

BRYAN COUNTY, GEORGIA

DATE: MARCH 6, 2024

DATE: 7/2/2025

ANNE ST

CAMELIA DR

DMAIN ST / HW

Y 67

PATRICK ST

PARK AVE

S T

HWY 280

SITE

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text 12"G

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text 12"G

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text

EXISTING 10' D.E.

PEMBROKE FIRE

DEPARTMENT

EX 48" HDPE

INV IN=82.63 (W)

INV OUT=82.27 (E)

(R /W

CAMELIA DRIVE / S

R 119

(R/W

VARIES)

EX HOUSE

(R /W

(4 0'

R /W

EX DETENTION POND

ANNE STREET (40' R/W)

EX HOUSE

PATRICK STREET (20' R/W)

(4 0'

R /W

PARK STREET (40' R/W)

ZONE "X"

SHADED

ZONE "X"

ZONE "A"

ZONE "X"

ZONE "A"

ZONE "X"

SHADED

ZONE "A"

N/F

MILES E B

PROPERTIES

N/F

COLLEGE STREET

STATION LLC

N/F

QUILL MATTHEW THOMAS

N/F

OWENS PAUL S &

JOYCE C

N/F

OWENS DAVID

N/F

PAGELS ROBERT

N/F

MID SOUTH INVESTMENTS

#100 LLC

N/F

DIXON PATRICIA A

N/F

TOOLE DAVID C

N/F

HUGHES SANDY R

N/F

BASHLOR MAKHLOUF

HOMES LLC

N/F

MILLER DYLAN

CHRISTOPHER

N/F

FUTCH ALVIN D

N/F

PURCELL WYNELL H

N/F

CITY OF PEMBROKE

85868788

78 79

81 78

848484

ALL PROPERTY BOUNDARY MARKERS

ARE TO BE PROTECTED AND/OR

REPLACED AT PROPOSED GRADE.

SEE DEMOLITION NOTES THIS SHEET.

EX ELECTRICAL BOX

EX WATER METER (TYP.)

EX BUILDING

EX HARDWOOD (TYP.)

EX BUILDING

EX SHED

EX SATELLITE DISH (TYP.)

EX COVERED PORCH

AREA (TYP.)

EX 3' WOOD FENCE

EX TREE (TYP.)

EX ELECTRICAL BOX

EX MAILBOX

EX CONCRETE PAD (TYP.)

EX 4' CHAIN LINK FENCE

EX 4' METAL FENCE

EX 5' SIDEWALK (TYP.)

EX MAILBOX

EX DRAINAGE SWALE

EX LANDSCAPE AREA

EX 6' WOOD FENCE

EX CONCRETE ROADWAY

CROSSING SECTION

EX ROADSIDE DITCH

EX STOP SIGNS (3)

EX STREET & TURN

ARROW SIGNS

EX WATER VALVE W/

CONCRETE PATCH

EX MAILBOX

EX TREE TO BE

REMOVED (TYP.)

EX 48" HDPE TO BE REMOVED

EX WOODEN RETAINING

WALL TO BE REMOVED

EX 48" HDPE

INV IN=76.20 (W)

INV OUT=76.00 (E)

EX 48" HDPE

INV IN=76.50 (W)

INV OUT=76.30 (E)

EX 18" HDPE

INV IN=80.46 (N)

INV OUT=79.80 (S)

EX 6" PVC

INV IN=UNKNOWN (S)

INV OUT=83.37 (N)

EX 18" RCP

INV IN=85.24 (W)

INV OUT=84.93 (E)

EX 18" HDPE

INV IN=UNKNOWN (SW)

INV OUT=86.17 (NE)

EX BROAD CRESTED WEIR

INV=88.20

EX GI

TOP=87.73

INV IN=85.18 18" HDPE (E)

INV IN=85.28 15" HDPE (S)

INV OUT=85.08 18" HDPE (W)

EX GI

TOP=87.42

INV IN=85.42 12" HDPE (E)

INV IN=85.22 18" HDPE (W)

INV OUT=85.37 15" HDPE (N)

EX OCS WITH GI

TOP=87.84

INV IN=86.29 8" WEIR (W)

INV IN=84.99 10" ORIFICE (W)

INV OUT=85.24 18" RCP (E)

EX 48" RCP

INV IN=83.89 (S)

INV OUT=83.70 (N)

EX 15" CMP

INV IN=86.06 (W)

INV OUT=85.63 (E)

EX GI

TOP=89.19

INV IN=83.99 SIZE UNKNOWN (W)

INV OUT=83.99 42" RCP (E)

EXISTING 42" RCP

INV IN=83.99 (W)

INV OUT=83.40 (E)

EX GI

TOP=89.14

INV IN=84.49 SIZE UNKNOWN (W)

INV OUT=84.49 30" (E)

EX 48" HDPE

INV IN=77.54 (W)

INV OUT=77.40 (E)

EX 15" HDPE

INV IN=UNKNOWN (W)

INV OUT=85.96 (E)

EX PEDESTAL TOP

EX 15" CMP

INV OUT=84.35 (N)

EXISTING 18" RCP

INV IN=86.21 (S)

EX 18" HDPE

INV IN=UNKNOWN (S)

INV OUT=79.15 (N)

EX 24" HDPE

INV IN=UNKNOWN (W)

INV OUT=80.40 (E)

EX 18" HDPE

INV IN=85.08 (E)

INV OUT=84.36 (W)

EX EDGE OF

WOODLINE (TYP.)

N/F

WATERS JOSPEH ROBERT

PID#: P1103004

1.03 AC/45043 SF

N/F

SELLERS SHERREL D

PID#: P1103002

0.85 AC/37132 SF

N/F

KOSMENSKY ROSS

KEMP & JILL

PID#: P1103003

0.84 AC/36564 SF

N/F

CASTRO CHEYNE HAYDON &

SKILLMAN AUTUM

PID#: P1103001

0.77 AC/33534 SF

111.22' S63° 01' 36"W

124.23' S63° 16' 30"W

154.41' S56° 0

3' 33"W

285.70' N36° 35' 31"W

154.78'

N51° 4 2' 06"E

113.98'

N51° 4 5' 55"E

113.74'

N51° 4 7' 35"E

358.15'

S36° 00' 54"E

92.49' S60° 34' 19"W

297.45'

S36° 30' 12"E

322.11'

N38° 00' 51"W

343.82'

S37° 15' 04"E

PROJECT AREA

20' D.E.

EXISTING 30' D.E.

EXISTIN

G 20' U

.E.

EXISTING 30' D.E.

EXISTIN

G 20' U

.E.

EX EDGE OF WOODLINE TO BE

CLEARED WITHIN THE EXTENT

OF THE PROPOSED 20' D.E.

EX ACCESS ROAD GATE

TO BE REMOVED

PROJECT AREA

EX 36" OAK TREE TO BE REMOVED.

CONTRACTOR TO RESTORE SURFACE

AFTER REMOVAL, AND STABILIZE

DISTURBED AREA WITH RIP RAP.

PROJECT AREA

VICINITY MAP

NOT TO SCALE

SITE

ANNE ST

CAMELIA DR

DMAIN ST / HW

Y 67

PATRICK ST

PARK AVE

S T

HWY 280

515 NORTH MAIN STREET

P.O. BOX 649

HINESVILLE, GA 31313

TEL: (912) 368-5212

"THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND REMAINS THE PROPERTY OF P.C. SIMONTON

& ASSOCIATES, INC. AND M.E. SACK

ENGINEERING. IT MAY NOT BE COPIED, ALTERED,

OR REPRODUCED IN ANY MANNER WITHOUT

PERMISSION ON A SIGNED AND SEALED

DOCUMENT. THE INFORMATION CONTAINED

HEREIN IS INTENDED FOR THE NAMED CLIENT

ONLY. IN THE EVENT OF AN ELECTRONIC VERSION

P.C. SIMONTON & ASSOC., INC. AND M.E. SACK

ENGINEERING ASSUMES NO RESPONSIBILITY FOR

DATA GENERATED, ALTERED OR STAKED FROM

THIS DRAWING. IN THE EVENT OF A DISPUTE,

HARD COPIES WILL TAKE PRECEDENCE OVER ANY

ELECTRONIC MEDIA."

PROFESSIONAL

REGISTERED

ENG INEERMARCUS E. SACK

No. 38559

MUNICIPALITY:

COUNTY:

24 HOUR CONTACT:

CHRIS BENSON

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

July 2, 2025PLOT DATE:

OWNER:

CITY OF PEMBROKE

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

BRYAN

CITY OF PEMBROKE

FILE NO: 2023-51

REVISIONS:

DATE:

7/2/2025

SCALE BAR: 1"= '

C100

EXISTING

CONDITIONS &

DEMOLITION PLAN

DEMOLITION NOTES:

1. ALL MATERIALS REMOVED AS SHOWN IN THIS DEMOLITION PLAN ARE TO BE PROPERLY

DISPOSED OF AT AN APPROVED OFFSITE LOCATION.

2. THE 48" HDPE AND THE CANAL ACCESS CROSSING IT RUNS BENEATH SHALL NOT BE

REMOVED UNTIL CONSTRUCTION HAS PROGRESSED UP TO THAT POINT OF THE CANAL.

SEE SHEET C400 FOR MORE INFORMATION.

3. SEE GENERAL NOTES ON SHEET C200 FOR PROPERTY BOUNDARY MARKER

PROTECTION/REPLACEMENT INFORMATION.

AutoCAD SHX Text S

AutoCAD SHX Text

(4 0'

R /W

ANNE STREET (40' R/W)

N/F

COLLEGE STREET

STATION LLC

N/F

QUILL MATTHEW THOMAS

N/F

PAGELS ROBERT

N/F

MID SOUTH INVESTMENTS

#100 LLC

N/F

DIXON PATRICIA A

N/F

HUGHES SANDY R

N/F

WATERS JOSPEH ROBERT

PID#: P1103004

1.03 AC/45043 SF

N/F

SELLERS SHERREL D

PID#: P1103002

0.85 AC/37132 SF

N/F

KOSMENSKY ROSS

KEMP & JILL

PID#: P1103003

0.84 AC/36564 SF

N/F

CASTRO CHEYNE HAYDON &

SKILLMAN AUTUM

PID#: P1103001

0.77 AC/33534 SF

20' D.E.

EXISTING 30' D.E.

EXISTIN

G 20' U

.E.

EXISTIN

G 20' U

.E.

20' D.E.

ARM

ORFLEX CHANNEL

IDTH VARIES (TYP.)

4+15

4+00

REPLACEMENT FENCING

SEGMENTS TO BE REINSTALLED

USING IDENTICAL FENCING FOR

EACH SEGMENT ONCE

CHANNEL IMPROVEMENTS

HAVE BEEN COMPLETED (TYP.)

PROPOSED CHANNEL LINING SYSTEM TO BE

CONSTRUCTED USING CONTECH ARMORFLEX

CLASS 40 OPEN CELL CONCRETE BLOCKS

PERMANENT VEGETATION TO BE ESTABLISHED

THROUGHOUT PROPOSED CLASS 40 OPEN

BLOCK CHANNEL LINER, ALLOWING

VEGETATION TO PENETRATE IN ACCORDANCE

WITH MANUFACTURER GUIDELINES (TYP.)

PROPOSED CENTERLINE

OF CANAL CHANNEL

STANDARD 4,000 PSI CONCRETE

ARMORFLEX FLANK TERMINATION

SEE DETAILS SHEET C501

STANDARD 4,000 PSI CONCRETE

ARMORFLEX TOP TERMINATION

SEE DETAILS SHEET C501

STANDARD 4,000 PSI CONCRETE

ARMORFLEX FLANK TERMINATION

SEE DETAILS SHEET C501

BEGIN ARMORFLEX

CHANNEL LINING

STA 0+88.66

END ARMORFLEX

CHANNEL LINING

STA 3+89.96

EDGE OF PROPOSED

CLEARING (TYP.)

CANAL CHANNEL TO BE LINED WITH 13.5"

DEEP RIP RAP WITH AVG STONE SIZE OF 6"

BEFORE & AFTER ARMORFLEX CHANNEL

LINING SECTION AS SHOWN (TYP.)

FLAT-BOTTOM ARMORED CANAL SECTION

ARMORED CANAL SIDE

SLOPE (2:1 MAX.) S

ECTION

ARMORED CANAL SIDE

SLOPE (2:1 MAX.) S

ECTION

RIP RAP

LINING

RIP RAP

LINING

BEGIN RIP RAP

CHANNEL LINING

STA 0+41.57

CONTRACTOR TO INSTALL

APPROX. 194 LF OF 4' CHAIN

LINK FENCING.

CONTRACTOR TO INSTALL

APPROX. 96 LF OF 6'

WOODEN FENCING.

515 NORTH MAIN STREET

P.O. BOX 649

HINESVILLE, GA 31313

TEL: (912) 368-5212

"THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND REMAINS THE PROPERTY OF P.C. SIMONTON

& ASSOCIATES, INC. AND M.E. SACK

ENGINEERING. IT MAY NOT BE COPIED, ALTERED,

OR REPRODUCED IN ANY MANNER WITHOUT

PERMISSION ON A SIGNED AND SEALED

DOCUMENT. THE INFORMATION CONTAINED

HEREIN IS INTENDED FOR THE NAMED CLIENT

ONLY. IN THE EVENT OF AN ELECTRONIC VERSION

P.C. SIMONTON & ASSOC., INC. AND M.E. SACK

ENGINEERING ASSUMES NO RESPONSIBILITY FOR

DATA GENERATED, ALTERED OR STAKED FROM

THIS DRAWING. IN THE EVENT OF A DISPUTE,

HARD COPIES WILL TAKE PRECEDENCE OVER ANY

ELECTRONIC MEDIA."

PROFESSIONAL

REGISTERED

ENG INEERMARCUS E. SACK

No. 38559

MUNICIPALITY:

COUNTY:

24 HOUR CONTACT:

CHRIS BENSON

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

July 2, 2025PLOT DATE:

OWNER:

CITY OF PEMBROKE

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

BRYAN

CITY OF PEMBROKE

FILE NO: 2023-51

REVISIONS:

DATE:

7/2/2025

SCALE BAR: 1"= '

C200

SITE PLAN

GENERAL NOTES:

1. A BOUNDARY SURVEY FOR LOTS P1103001-P1103004 WAS PERFORMED BY EVERETT

TOMBERLIN, GEORGIA RLS #2922. ALL OTHER PROPERTY BOUNDARIES SHOWN ON THESE

PLANS ARE APPROXIMATE.

2. THIS SITE IS IN A FLOOD ZONE "A" ACCORDING TO BRYAN COUNTY FLOOD MAP

COMMUNITY-PANEL NUMBER 13029C 0065D, DATED MAY 5, 2014.

3. CONTECH ARMORFLEX CONCRETE BLOCKS ARE TO BE INSTALLED IN ACCORDANCE WITH

MANUFACTURER AND M.E. SACK ENGINEERING STANDARDS AND SPECIFICATIONS.

4. ALL PROPERTY MARKERS WITHIN THE PROJECT LIMITS ARE TO BE PROTECTED

THROUGHOUT CONSTRUCTION TO THE EXTENT POSSIBLE. IN THE EVENT THAT THE DESIGN

DOES NOT ALLOW FOR PROTECTION OF THE PROPERTY MARKERS, THE CONTRACTOR

SHALL NOTIFY THE ENGINEER OF RECORD FOR REPLACEMENT COORDINATION WITH A

REGISTERED LAND SURVEYOR.

4. CONTRACTOR TO COORDINATE FENCING INSTALLATION WITH THE RESPECTIVE PROPERTY

OWNERS. THE CITY OF PEMBROKE HAS OBTAINED RIGHT-OF-ENTRY AGREEMENTS WITH

EACH PROPERTY OWNER SUBJECT TO THESE EFFORTS, ALLOWING THE CONTRACTOR TO

ACCESS AND CONDUCT INSTALLATION WITHIN THE PROPERTIES AS NEEDED ON BEHALF OF

THE CITY OF PEMBROKE. COPIES OF THE RIGHT-OF-ENTRY AGREEMENTS AND PROPERTY

OWNER CONTACT INFORMATION WILL BE PROVIDED TO THE AWARDED CONTRACTOR.

EASEMENT NOTES:

1. REFERENCE THE FOLLOWING RECORDED EASEMENT AGREEMENTS (PLAT INCLUDED) FOR

INFORMATION ON THE 20' DRAINAGE EASEMENT SHOWN ALONG THE REAR LOT LINES OF

LOTS P1103001 - P1103004:

P1103001 - BRYAN COUNTY PLAT BK: 1707, PG: 844-846

P1103002 - BRYAN COUNTY PLAT BK: 2025, PG: 7-9

P1103003 - BRYAN COUNTY PLAT BK: 2025, PG: 10-12

P1103004 - BRYAN COUNTY PLAT BK: 2025, PG: 4-6

2. THE 30' DRAINAGE EASEMENT SHOWN ALONG THE SHARED PROPERTY LINE OF THE QUILL

& CASTRO PROPERTIES CAN BE REFERENCED IN THE RECORDED PLAT SHOWN ON PAGE

3A OF BRYAN COUNTY PLAT BOOK 446.

AutoCAD SHX Text S

AutoCAD SHX Text

(4 0'

R /W

ANNE STREET (40' R/W)

ZONE "A"ZONE "X"

ZONE "A"

ZONE "X"

N/F

COLLEGE STREET

STATION LLC

N/F

QUILL MATTHEW THOMAS

OWENS PAUL S &

N/F

PAGELS ROBERT

N/F

MID SOUTH INVESTMENTS

#100 LLC

N/F

DIXON PATRICIA A

N/F

HUGHES SANDY R

78 79

X=78.38

X=78.34

X=85.13

X=84.40

X=83.43

X=82.71

EX 6" PVC

INV IN=UNKNOWN (S)

INV OUT=83.37 (N)

EX 18" RCP

INV IN=85.24 (W)

INV OUT=84.93 (E)

EX BROAD CRESTED WEIR

INV=88.20

EX GI

TOP=87.73

INV IN=85.18 18" HDPE (E)

INV IN=85.28 15" HDPE (S)

INV OUT=85.08 18" HDPE (W)

EX GI

TOP=87.42

INV IN=85.42 12" HDPE (E)

INV IN=85.22 18" HDPE (W)

INV OUT=85.37 15" HDPE (N)

EX OCS WITH GI

TOP=87.84

INV IN=86.29 8" WEIR (W)

INV IN=84.99 10" ORIFICE (W)

INV OUT=85.24 18" RCP (E)

EX 24" HDPE

INV IN=UNKNOWN (W)

INV OUT=80.40 (E)

EX 18" HDPE

INV IN=85.08 (E)

INV OUT=84.36 (W)

N/F

WATERS JOSPEH ROBERT

PID#: P1103004

1.03 AC/45043 SF

N/F

SELLERS SHERREL D

PID#: P1103002

0.85 AC/37132 SF

N/F

KOSMENSKY ROSS

KEMP & JILL

PID#: P1103003

0.84 AC/36564 SF

N/F

CASTRO CHEYNE HAYDON &

SKILLMAN AUTUM

PID#: P1103001

0.77 AC/33534 SF

20' D.E.

EXISTING 30' D.E.

EXISTIN

G 20' U

.E.

EXISTIN

G 20' U

.E.

20' D.E.

X=82.51

X=81.75

X=81.39

X=80.09

RELOCATED CANAL CL

SECTION A-A

BEGIN ARMORFLEX

CHANNEL LINING

STA 0+88.66

4+15

4+00

X=79.01

BEGIN RIP RAP

CHANNEL LINING

STA 0+41.57

END ARMORFLEX

CHANNEL LINING

STA 3+89.96

SECTION A-A PROFILE

VERT. SCALE: 1"=5'

HORIZ SCALE: 1"=20'

RELOCATED CANAL CL PROFILE

VERT. SCALE: 1"=5'

HORIZ SCALE: 1"=20'

0+00

0+34.93

ARMORFLEX TOP

TERMINATION (TYP.)

SEE SHEET C501 FOR DETAIL

ARMORFLEX OPEN

CELL CONCRETE BLOCK

CHANNEL LINER

0+00

1+00

2+00

3+00

4+00

4+15.26

2.29%

CHANNEL BOTTOM

WIDTH VARIES

(SEE PLANS)

ARMORFLEX OPEN

CELL CONCRETE BLOCK

CHANNEL LINER

ARMORFLEX FLANK

TERMINATION (TYP.)

0.98%

0.30% 0.80%

END ARMORFLEX

CHANNEL LINING

STA: 3+89.96

BEGIN ARMORFLEX

CHANNEL LINING

STA: 0+88.66

ARMORFLEX FLANK

TERMINATION (TYP.)

A- A

6" MIN. RIP RAP LINING

2:1 SLOPE

EXISTING GRADE (TYP.)

1.51%

2:1 SLOPE

1 FT WIDE ROCK FILTER DAM

W/ SPILLWAY I.E.=81.00'

SEE SHEET C400 FOR DETAILS

BEGIN RIP RAP

CHANNEL LINING

STA: 0+41.57

515 NORTH MAIN STREET

P.O. BOX 649

HINESVILLE, GA 31313

TEL: (912) 368-5212

"THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND REMAINS THE PROPERTY OF P.C. SIMONTON

& ASSOCIATES, INC. AND M.E. SACK

ENGINEERING. IT MAY NOT BE COPIED, ALTERED,

OR REPRODUCED IN ANY MANNER WITHOUT

PERMISSION ON A SIGNED AND SEALED

DOCUMENT. THE INFORMATION CONTAINED

HEREIN IS INTENDED FOR THE NAMED CLIENT

ONLY. IN THE EVENT OF AN ELECTRONIC VERSION

P.C. SIMONTON & ASSOC., INC. AND M.E. SACK

ENGINEERING ASSUMES NO RESPONSIBILITY FOR

DATA GENERATED, ALTERED OR STAKED FROM

THIS DRAWING. IN THE EVENT OF A DISPUTE,

HARD COPIES WILL TAKE PRECEDENCE OVER ANY

ELECTRONIC MEDIA."

PROFESSIONAL

REGISTERED

ENG INEERMARCUS E. SACK

No. 38559

MUNICIPALITY:

COUNTY:

24 HOUR CONTACT:

CHRIS BENSON

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

July 2, 2025PLOT DATE:

OWNER:

CITY OF PEMBROKE

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

BRYAN

CITY OF PEMBROKE

FILE NO: 2023-51

REVISIONS:

DATE:

7/2/2025

SCALE BAR: 1"= '

C300

GRADING

PLAN

FILL

CUT 1.00

1.00 193.80 CU. YD.

NET = 416.51 CU. YD. <CUT>

610.31 CU. YD.

ESTIMATED EARTHWORK

VOLUMES REPORT

AutoCAD SHX Text S

AutoCAD SHX Text

(R /W

CAMELIA DRIVE / S

R 119

(R/W

VARIES)

(4 0'

R /W

ANNE STREET (40' R/W)

N/F

QUILL MATTHEW THOMAS

N/F

OWENS PAUL S &

JOYCE C

N/F

OWENS DAVID

N/F

PAGELS ROBERT

N/F

MID SOUTH INVESTMENTS

#100 LLC

N/F

DIXON PATRICIA A

N/F

HUGHES SANDY R

78 79

81 78

CONSTRUCTION EXIT #1

GPS LOCATION:

32.139342 -81.620025

IMPROVEMENTS TO THIS AREA OF THE

PROJECT ARE TO BE RESERVED AS THE

FINAL CONSTRUCTION EFFORTS

SEE CANAL ACCESS NOTES THIS SHEET

N/F

WATERS JOSPEH ROBERT

PID#: P1103004

1.03 AC/45043 SF

N/F

SELLERS SHERREL D

PID#: P1103002

0.85 AC/37132 SFN/F

KOSMENSKY ROSS

KEMP & JILL

PID#: P1103003

0.84 AC/36564 SF

N/F

CASTRO CHEYNE HAYDON &

SKILLMAN AUTUM

PID#: P1103001

0.77 AC/33534 SF

20' D.E.

EXISTING 30' D.E.

EXISTIN

G 20' U

.E.

EXISTING 30' D.E.

EXISTIN

G 20' U

.E.

20' D.E.

Cd-S

TO BE INSTALLED PRIOR TO LAND

DISTURBANCE AND SHALL STRETCH

ACROSS ENTIRE CHANNEL WIDTH

CONCRETE

WASHOUT AREA

BEGIN SINGLE ROW

TYPE-NS SILT FENCE

END SINGLE ROW

TYPE-NS SILT FENCE

SD1-NS

Du Ds1 Ds2 Ds3

TO BE INSTALLED PRIOR TO LAND

DISTURBANCE AND SPAN THE

ENTIRE WIDTH OF THE CHANNEL.

Du Ds1 Ds2

ROCK FILTER DAM SECTION A-A PROFILE

VERT. SCALE: 1"=5'

HORIZ SCALE: 1"=20'

0+00

0+20.76

ROCK FILTER DAM SECTION B-B PROFILE

VERT. SCALE: 1"=5'

HORIZ SCALE: 1"=20'

0+00

0+29.78

DAM WIDTH=1.00'

E 2:1 SLOPE

SPILLWAY I.E.=81.00' SPILLWAY I.E.=81.00'

TOP ELEV.=84.90'

TOP ELEV.=86.01'

HEIGHT=4.90 FT

(0.75 FT MIN.)

BASE WIDTH=10.76'

TOP WIDTH=29.78'

SPILLWAY WIDTH=8.38'

VICINITY MAP

NOT TO SCALE

SITE

ANNE ST

CAMELIA DR

DMAIN ST / HW

Y 67

PATRICK ST

PARK AVE

S T

HWY 280

515 NORTH MAIN STREET

P.O. BOX 649

HINESVILLE, GA 31313

TEL: (912) 368-5212

"THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND REMAINS THE PROPERTY OF P.C. SIMONTON

& ASSOCIATES, INC. AND M.E. SACK

ENGINEERING. IT MAY NOT BE COPIED, ALTERED,

OR REPRODUCED IN ANY MANNER WITHOUT

PERMISSION ON A SIGNED AND SEALED

DOCUMENT. THE INFORMATION CONTAINED

HEREIN IS INTENDED FOR THE NAMED CLIENT

ONLY. IN THE EVENT OF AN ELECTRONIC VERSION

P.C. SIMONTON & ASSOC., INC. AND M.E. SACK

ENGINEERING ASSUMES NO RESPONSIBILITY FOR

DATA GENERATED, ALTERED OR STAKED FROM

THIS DRAWING. IN THE EVENT OF A DISPUTE,

HARD COPIES WILL TAKE PRECEDENCE OVER ANY

ELECTRONIC MEDIA."

PROFESSIONAL

REGISTERED

ENG INEERMARCUS E. SACK

No. 38559

MUNICIPALITY:

COUNTY:

24 HOUR CONTACT:

CHRIS BENSON

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

July 2, 2025PLOT DATE:

OWNER:

CITY OF PEMBROKE

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

BRYAN

CITY OF PEMBROKE

FILE NO: 2023-51

REVISIONS:

DATE:

7/2/2025

SCALE BAR: 1"= '

C400

EROSION

CONTROL

PLAN

SITE INFORMATION

TOTAL PROJECT AREA = 0.45 AC

TOTAL DISTURBED AREA = 0.45 AC

EROSION CONTROL NOTES:

1. THE EASEMENT AREA INCLUDED IN THE LIMITS OF DISTURBANCE ADJACENT TO THE CANAL

IMPROVEMENTS IS TO BE USED FOR LAYDOWN AND EQUIPMENT STAGING/ACCESS.

2. SILT FENCE IS NOT REQUIRED ALONG ENTIRE PROJECT BOUNDARY AS MOST SEDIMENT

WILL DRAIN TOWARDS CANAL. SILT FENCING IS TO BE PROVIDED ALONG THE BACK OF THE

DESIGNATED LAYDOWN AREA TO PREVENT THE ESCAPE OF SEDIMENT INTO THE ADJACENT

PROPERTIES.

3. ROCK FILTER AND STONE CHECK DAMS TO BE REMOVED ONCE SITE IS STABILIZED. ROCK

MAY BE SPREAD ALONG CHANNEL BANK AND BED.

4. CHANNEL STABILIZATION METHODS INCLUDE THE INSTALLATION OF CONTECH ARMORFLEX

CLASS 40 OPEN CELL CONCRETE BLOCK CHANNEL LINER SYSTEM IN CONJUNCTION WITH

PERMANENT VEGETATION ESTABLISHED THROUGHOUT THE CHANNEL SECTION.

CANAL ACCESS NOTES:

1. THE 48" HDPE AND CANAL ACCESS CROSSING SHALL NOT BE REMOVED UNTIL THE

PROPOSED GRADING AND CHANNEL IMPROVEMENTS DOWNSTREAM OF THIS POINT HAVE

BEEN COMPLETED. THIS ACCESS CROSSING SHALL BE USED TO TRANSPORT EQUIPMENT

AND MATERIALS FROM CONSTRUCTION EXIT #1 TO THE DETENTION EASEMENT AREA

NORTHWEST OF THE CANAL.

2. ANY REMAINING MATERIALS AND/OR EQUIPMENT SHALL BE RELOCATED FROM THE

DRAINAGE EASEMENT AREA TO THE AREAS AROUND THE CONSTRUCTION EXIT, SOUTH OF

THE CANAL, BEFORE REMOVING THE 48" HDPE AND ACCESS CROSSING TO ELIMINATE THE

NEED FOR EQUIPMENT CROSSING THE CANAL ONCE THE FINAL IMPROVEMENTS HAVE BEEN

INSTALLED.

SEDIMENT STORAGE CALCULATIONS:

ALL SEDIMENT STORAGE IS TO BE PROVIDED BY THE ROCK FILTER DAM INSTALLED IMMEDIATELY

DOWNSTREAM OF THE PROPOSED CANAL IMPROVEMENTS, AS SHOWN ON THE PLANS. IN ORDER

TO PROVIDE ADEQUATE SEDIMENT STORAGE (SEE CALCULATIONS BELOW), THE ROCK FILTER DAM

MUST MAINTAIN THE INVERT ELEVATION CALCULATED BELOW.

TOTAL ESTIMATED EROSION = 0.45 AC X 67 CY/AC = 30 CY STORAGE CAPACITY REQUIRED

ROCK FILTER DAM SPILLWAY INV. = 81.00'

STORAGE VOLUME PROVIDED = 1331 CF = 49 CY

CLEAN OUT VOLUME ELEVATION = 80.42'

STONE SIZE: 6" (MAX) / 3" (AVG) / 2" (MIN.)

ROCK FILTER DAM

AutoCAD SHX Text S

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

ROCK SIZE DETERMINED ACCORDING TO

AutoCAD SHX Text

SPECIFICATIONS SET FORTH IN APPENDIX C.

AutoCAD SHX Text

9" MINIMUM

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

GEOTEXTILES

AutoCAD SHX Text

3-5 LB. STONE

AutoCAD SHX Text

6" MINIMUM

AutoCAD SHX Text

2:1 OR FLATTER

AutoCAD SHX Text

%%UNOTE

AutoCAD SHX Text

ROCK FILTER DAM IS TO BE CLEANED

AutoCAD SHX Text

OUT WHEN VOLUME BECOMES HALF FULL.

AutoCAD SHX Text

GEOTEXTILES

515 NORTH MAIN STREET

P.O. BOX 649

HINESVILLE, GA 31313

TEL: (912) 368-5212

"THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND REMAINS THE PROPERTY OF P.C. SIMONTON

& ASSOCIATES, INC. AND M.E. SACK

ENGINEERING. IT MAY NOT BE COPIED, ALTERED,

OR REPRODUCED IN ANY MANNER WITHOUT

PERMISSION ON A SIGNED AND SEALED

DOCUMENT. THE INFORMATION CONTAINED

HEREIN IS INTENDED FOR THE NAMED CLIENT

ONLY. IN THE EVENT OF AN ELECTRONIC VERSION

P.C. SIMONTON & ASSOC., INC. AND M.E. SACK

ENGINEERING ASSUMES NO RESPONSIBILITY FOR

DATA GENERATED, ALTERED OR STAKED FROM

THIS DRAWING. IN THE EVENT OF A DISPUTE,

HARD COPIES WILL TAKE PRECEDENCE OVER ANY

ELECTRONIC MEDIA."

PROFESSIONAL

REGISTERED

ENG INEERMARCUS E. SACK

No. 38559

MUNICIPALITY:

COUNTY:

24 HOUR CONTACT:

CHRIS BENSON

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

July 2, 2025PLOT DATE:

OWNER:

CITY OF PEMBROKE

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

BRYAN

CITY OF PEMBROKE

FILE NO: 2023-51

REVISIONS:

DATE:

7/2/2025

C500

EROSION

CONTROL

DETAILS

STONE CHECK DAM

Ds1

Ds3

Ds4

Tac

Ds1

Ds3

Ds4

Tac

Ds2 Ds2

Du Du

Fl-Co Fl-Co

GEORGIA

FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES

UNIFORM CODING SYSTEM

GEORGIA SOIL AND WATER CONSERVATION COMMISSION

STRUCTURAL PRACTICES

Cr Cr

Dn1 Dn1

Dn2 Dn2

Re Re

Sd1

Sd2

Sd3

Sd4

Sd3

St St

CODE PRACTICE DETAIL DESCRIPTION CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

MAP

SYMBOL

STRUCTURAL PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

VEGETATIVE PRACTICES

Spb Spb

SIDE VIEW

SILT FENCE - TYPE NON-SENSITIVE

FRONT VIEW

FILTER FABRIC SILT FENCE

(AMOCO CEF-2019)

EXISTING GROUND

GEOTEXTILE LINER

EXXON PO511 OR EQUAL

L = THE DISTANCE SUCH THAT POINTS

A AND B ARE OF EQUAL ELEVATION

SPACING BETWEEN CHECK DAMS

STONE CHECK DAM

2:1FLOW

GEOTEXTILE

" M

MAINTENANCE

PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROVIDED.

SEDIMENT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF ONE-HALF THE

ORIGINAL DAM HEIGHT OR BEFORE. IF THE AREA IS TO BE MOWED, CHECK DAMS

SHALL BE REMOVED ONCE FINAL STABILIZATION HAS OCCURRED. OTHERWISE,

CHECK DAMS MAY REMAIN IN PLACE PERMANENTLY. AFTER REMOVAL, THE AREA

BENEATH THE DAM SHALL BE SEEDED AND MULCHED IMMEDIATELY.

STONE CHECK DAMS SHOULD BE CONSTRUCTED OF GRADED SIZE 2-10"

STONE. MECHANICAL OR HAND PLACEMENT SHALL BE REQUIRED TO

INSURE COMPLETE COVERAGE OF ENTIRE WIDTH OF DITCH OR SWALE,

AND THAT CENTER OF DAM IS LOWER THAN EDGES.

" M

UM CONCRETE

WASHOUT

LETTERS A MINIMUM OF 5" IN HEIGHT

CONCRETE WASHOUT SIGN DETAIL

STAKE (TYP.)

STRAW BALE

(TYP.)PLAN

TYPE "ABOVE GRADE"

WITH STRAW BALES

BINDING WIRE

STRAW BALE

STAPLES 18" DIA. 4" STAPLE

(2 PER BALE)

NATIVE MATERIAL (OPTIONAL)

WOOD OR METAL

STAKES

(2 PER BALE)

SECTION B-B

STRAW BALE BARRIER CONCRETE WASHOUT

N.T.S.

NOTES:

1. ACTUAL LAYOUT DETERMINED IN FIELD.

2. INSTALL CONCRETE WASHOUT SIGN (24"X24", MINIMUM) WITHIN 30' OF THE

TEMPORARY CONCRETE WASHOUT FACILITY.

3. TEMPORARY WASHOUT AREA MUST BE AT LEAST 50' FROM A STORM DRAIN,

CREEK BANK OR PERIMETER CONTROL.

4. CLEAN OUT CONCRETE WASHOUT AREA WHEN 50% FULL.

5. THE KEY TO FUNCTIONAL CONCRETE WASHOUTS IS WEEKLY INSPECTIONS,

ROUTINE MAINTENANCE, AND REGULAR CLEAN OUT.

6. SILT FENCE SHALL BE INSTALLED AROUND PERIMETER OF CONCRETE

WASHOUT AREA EXCEPT FOR THE SIDE UTILIZED FOR ACCESSING THE

WASHOUT.

7. A ROCK CONSTRUCTION ENTRANCE MAY BE NECESSARY ALONG ONE

SIDE OF THE WASHOUT TO PROVIDE VEHICLE ACCESS.

IMPERVIOUS LINER

(10 MIL PLASTIC MIN.)

AMOCO CEF-2019

EXIT DIAGRAM

NOTES:

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%..

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.

8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR

SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).

9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF

ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT.

10. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR

AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

ENTRANCE ELEVATION

DIVERSION RIDGE

(SEE NOTE 6)

N.S.A. R-2 (1.5"-3.5")

COARSE AGGREGATE

GEOTEXTILE UNDERLINER

TIRE WASHRACK AREA/

TIRE WASHERS

SUPPLY WATER TO

WASH WHEELS IF

NECESSARY

HARD SURFACE PUBLIC ROAD

SEDIMENT TRAP

(SEE NOTE 8)

COARSE AGGREGATE

(N.S.A. R-2)

ORIGINAL GRADE

GEOTEXTILE UNDERLINER

CRUSHED STONE CONSTRUCTION EXIT

AutoCAD SHX Text Cool season

AutoCAD SHX Text grasses

AutoCAD SHX Text First

AutoCAD SHX Text Second

AutoCAD SHX Text Maintenance

AutoCAD SHX Text 6-12-12

AutoCAD SHX Text 10-10-10

AutoCAD SHX Text 1500 lbs./ac.

AutoCAD SHX Text 1000 lbs./ac.

AutoCAD SHX Text 400 lbs./ac.

AutoCAD SHX Text 50-100 lbs./ac. 1/ 2/

AutoCAD SHX Text

AutoCAD SHX Text First

AutoCAD SHX Text Second

AutoCAD SHX Text Maintenance

AutoCAD SHX Text First

AutoCAD SHX Text Second

AutoCAD SHX Text Maintenance

AutoCAD SHX Text First

AutoCAD SHX Text Second

AutoCAD SHX Text Maintenance

AutoCAD SHX Text First

AutoCAD SHX Text Second

AutoCAD SHX Text Maintenance

AutoCAD SHX Text First

AutoCAD SHX Text Maintenance

AutoCAD SHX Text 6-12-12

AutoCAD SHX Text 0-10-10

AutoCAD SHX Text 10-10-10

AutoCAD SHX Text 0-10-10

AutoCAD SHX Text 20-10-5

AutoCAD SHX Text 0-10-10

AutoCAD SHX Text 6-12-12

AutoCAD SHX Text 10-10-10

AutoCAD SHX Text 1500 lbs./ac.

AutoCAD SHX Text 1000 lbs./ac.

AutoCAD SHX Text 400 lbs./ac.

AutoCAD SHX Text 1500 lbs./ac.

AutoCAD SHX Text 1000 lbs./ac.

AutoCAD SHX Text 400 lbs./ac.

AutoCAD SHX Text 1500 lbs./ac.

AutoCAD SHX Text 1000 lbs./ac.

AutoCAD SHX Text 400 lbs./ac.

AutoCAD SHX Text 1500 lbs./ac.

AutoCAD SHX Text 800 lbs./ac.

AutoCAD SHX Text 400 lbs./ac.

AutoCAD SHX Text 500 lbs./ac.

AutoCAD SHX Text 700 lbs./ac.

AutoCAD SHX Text 700 lbs./ac. 4/

AutoCAD SHX Text one 21-gram pallet

AutoCAD SHX Text per seeding placed

AutoCAD SHX Text in the closing hole

AutoCAD SHX Text

AutoCAD SHX Text 50-100 lbs./ac. 2/ 6/

AutoCAD SHX Text 50-100 lbs./ac. 2/

AutoCAD SHX Text 30 lbs./ac

AutoCAD SHX Text 50 lbs./ac. 6/

AutoCAD SHX Text 30 lbs./ac. 5/

AutoCAD SHX Text 0-50 lbs./ac. 1/

AutoCAD SHX Text Cool season

AutoCAD SHX Text grasses

AutoCAD SHX Text legumes

AutoCAD SHX Text Ground

AutoCAD SHX Text covers

AutoCAD SHX Text Pine

AutoCAD SHX Text seedings

AutoCAD SHX Text Shrub

AutoCAD SHX Text leapedeza

AutoCAD SHX Text Temporary

AutoCAD SHX Text cover crops

AutoCAD SHX Text seeded clone

AutoCAD SHX Text Warm season

AutoCAD SHX Text grasses

AutoCAD SHX Text Warm season

AutoCAD SHX Text grasses and

AutoCAD SHX Text legumes

AutoCAD SHX Text

TYPE OF

AutoCAD SHX Text

SPECIES

AutoCAD SHX Text

YEAR

AutoCAD SHX Text

ANALYSIS OR

AutoCAD SHX Text

EQUIVALENT

AutoCAD SHX Text

RATE

AutoCAD SHX Text N

AutoCAD SHX Text

TOP DRESSING RATE

AutoCAD SHX Text

FERTILIZER REQUIREMENTS

AutoCAD SHX Text 1/ Apply in spring following seeding.

AutoCAD SHX Text 2/ Apply in split applications when high rates are used.

AutoCAD SHX Text 3/ Apply in 3 split applications.

AutoCAD SHX Text 4/ Apply when plants are pruned.

AutoCAD SHX Text 5/ Apply to grass species only.

AutoCAD SHX Text 6/ Apply when plants grow to height of 2 to 4 inches.

AutoCAD SHX Text

%%UMULCHING RATES FOR PERMANENT COVER

AutoCAD SHX Text

TYPE OF

AutoCAD SHX Text

MULCH

AutoCAD SHX Text

RATE PER

AutoCAD SHX Text

ACRE

AutoCAD SHX Text

NOTES

AutoCAD SHX Text Dry straw 2 Tons Free of weed seeds.

AutoCAD SHX Text Dry hay 2.5 Tons Free of weed seeds.

AutoCAD SHX Text Wood

AutoCAD SHX Text Cellulose

AutoCAD SHX Text 500 lbs. Slope less than 3/4:1

AutoCAD SHX Text 1000 lbs. Slope greater than

AutoCAD SHX Text 3/4:1

AutoCAD SHX Text Wood

AutoCAD SHX Text Pulp Fiber

AutoCAD SHX Text 500 lbs. Slope less than 3/4:1

AutoCAD SHX Text 1000 lbs. Slope greater than

AutoCAD SHX Text 3/4:1

AutoCAD SHX Text Sericea

AutoCAD SHX Text Lespedeza

AutoCAD SHX Text Hay

AutoCAD SHX Text 3 Tons Containing mature

AutoCAD SHX Text seeds.

AutoCAD SHX Text Pine Straw

AutoCAD SHX Text or Bark

AutoCAD SHX Text 3 inches thick For bedding.

AutoCAD SHX Text Not for seeding.

AutoCAD SHX Text Bituminous

AutoCAD SHX Text treated

AutoCAD SHX Text roving

AutoCAD SHX Text See DOT

AutoCAD SHX Text specs.

AutoCAD SHX Text Use on slopes. in

AutoCAD SHX Text ditches, or dry

AutoCAD SHX Text waterways.

AutoCAD SHX Text

1. Mulching is not required for temporary grassing.

AutoCAD SHX Text

2. Mulch shall be applied to cover 75% of the soil surface.

AutoCAD SHX Text

3. Sod does not require mulch.

AutoCAD SHX Text A. To prevent surface and air movement of dust from

AutoCAD SHX Text exposed surfaces.

AutoCAD SHX Text

1. Irrigation. This is generally done as an emergency treatment.

AutoCAD SHX Text Site is sprinkled with water until the surface is wet.

AutoCAD SHX Text

2. Mulching - See Ds1- Disturbed Area Stabilization ( with Mulching only)

AutoCAD SHX Text

3. Vegetative Cover - See Ds2 - Disturbed Area Stabilization

AutoCAD SHX Text (with Permanent Vegetation)

AutoCAD SHX Text

1. Permanent Vegetation - See Ds3 - Disturbed Area Stabilization

AutoCAD SHX Text %%UDu DUST CONTROL ON DISTURBED AREAS

AutoCAD SHX Text %%UPermanent Methods

AutoCAD SHX Text (with Temporary Seeding)

AutoCAD SHX Text %%UTemporary Methods

AutoCAD SHX Text

%%UPURPOSE

AutoCAD SHX Text B. To reduce the presence of airborne substances

AutoCAD SHX Text which may be harmful or injurious to human health, AutoCAD SHX Text welfare, or safety, or to animals or plant life.

AutoCAD SHX Text A. For temporary protection of critical areas without seeding.

AutoCAD SHX Text This standard applies to grades or cleared areas which may be

AutoCAD SHX Text

1. Grade, as needed and feasible, to permit the use of equipment

AutoCAD SHX Text for applying and anchoring mulch.

AutoCAD SHX Text subjected to erosion for 6 months or less, where seeding may

AutoCAD SHX Text not have a suitable growing season to produce an erosion

AutoCAD SHX Text retardant cover, but which can be stabilized with a mulch cover.

AutoCAD SHX Text

2. Install needed erosion control measures as required such as dikes, AutoCAD SHX Text diversions, berms, terraces and sediment barriers.

AutoCAD SHX Text

3. As needed and feasible, loosen compact soil to a minimum

AutoCAD SHX Text

2. Wood waste, chips, sawdust or bark - spread 2 to 3 inches deep

AutoCAD SHX Text

1. Dry straw or hay - spread at a rate of 2 1/2 tons per acre.

AutoCAD SHX Text plastic matting and netting - applied in accordance with

AutoCAD SHX Text

3. Erosion control matting or netting, such as excelsior, jute, textile and

AutoCAD SHX Text manufacturers recommendations.

AutoCAD SHX Text %%UDs1 DISTURBED AREA STABILIZATION (W/MULCHING ONLY)

AutoCAD SHX Text

4. Polyethylene film - secured over banks or stockpiled soil

AutoCAD SHX Text material for temporary protection.

AutoCAD SHX Text Use one of the materials given below and apply at thickness indicated.

AutoCAD SHX Text %%uMaterial Depth

AutoCAD SHX Text

1. Grain straw or grass hay 6" to 10"

AutoCAD SHX Text

2. Pine needle 4" to 6"

AutoCAD SHX Text

3. Wood waste 4" to 8"

AutoCAD SHX Text

4. Shredded residues 4" to 8"

AutoCAD SHX Text

1. Apply straw or hay mulch uniformly by hand or mechanically.

AutoCAD SHX Text Anchor as appropriate and feasible. It may be pressed into the soil with

AutoCAD SHX Text a disk harrow with the disk set straight or with a special "packer disk."

AutoCAD SHX Text The disk may be smooth or serrated and should be 20 inches or more

AutoCAD SHX Text in diameter and 8 to 12 inches apart. the edges of the disk should be

AutoCAD SHX Text dull enough not to cut the mulch but press it into the soil leaving much

AutoCAD SHX Text be sprayed onto the mulch as it is ejected from the machine.

AutoCAD SHX Text

2. Spread wood waste uniformly on slopes that are 3:1 and flatter.

AutoCAD SHX Text

3. Commercial matting and netting. Follow manufacturer's specification

AutoCAD SHX Text B. To conserve moisture and control weeds in nurseries, ornamental beds, around shrubs, AutoCAD SHX Text amount needed for plant growth to offset the tie up of N by decomposition of mulch

AutoCAD SHX Text When using organic mulches, apply 20-30 pounds of nitrogen in addition to the normal

AutoCAD SHX Text Straw hay mulch spread with special blower-type equipment may be anchored

AutoCAD SHX Text with emulsified asphalt (Grade AE-5 or SS-1). The asphalt emulsion must

AutoCAD SHX Text

4. Apply asphalt so area has uniform appearance. (Note: Use in areas of pedestrian

AutoCAD SHX Text traffic could cause problems or "tracking in" or damage to shoes, clothing, etc.)

AutoCAD SHX Text

5. Completely cover area with black polyethylene film and hold in place by placing soil

AutoCAD SHX Text on the outer edge.

AutoCAD SHX Text (sawdust, bark, chips)

AutoCAD SHX Text (crops, leaves, etc.)

AutoCAD SHX Text %%uMulching Materials

AutoCAD SHX Text Use 100 gallons of water per

AutoCAD SHX Text No anchoring is needed.

AutoCAD SHX Text included with the material.

AutoCAD SHX Text and on bar areas on lawns.

AutoCAD SHX Text %%UApplying and Anchoring Mulch

AutoCAD SHX Text of it in an erect position.

AutoCAD SHX Text %%UMulching Materials

AutoCAD SHX Text depth of 3 inches.

AutoCAD SHX Text (about 6 to 9 tons per acre).

AutoCAD SHX Text %%USite Preparation

AutoCAD SHX Text

%%USPECIFICATIONS

AutoCAD SHX Text %%UDs3 SPECIES AND PLANTING SCHEDULE

AutoCAD SHX Text

SAME AS ABOVE.

AutoCAD SHX Text

SPRIGS. A BUSHEL CONTAINS 1.25 C.F. OR

AutoCAD SHX Text

A CUBIC FT. CONTAINS APPROXIMATLY 650

AutoCAD SHX Text

SOUTHERN COASTAL PLAIN ONLY

AutoCAD SHX Text

PLANT WITH WINTER ANNUALS.

AutoCAD SHX Text

APPROXIMATLY 800 SPRIGS.

AutoCAD SHX Text

PLANT WITH TALL FESCUE.

AutoCAD SHX Text

LOW GROWING AND SOD FORMING. FULL SUN.

AutoCAD SHX Text

1,787,000 SEED PER POUND. QUICK COVER.

AutoCAD SHX Text

GOOD FOR ATHLETIC FIELDS.

AutoCAD SHX Text

DATES, GRAY LINES INDICATE PERMISSIBLE

AutoCAD SHX Text

BERMUDA SPRIGS 40 CU. FT. 0.9 CU.FT. M-L

AutoCAD SHX Text

* (DARK LINES REPRESENT OPTIMUM

AutoCAD SHX Text

BUT MARGINAL DATES.)

AutoCAD SHX Text

COASTAL, COMMON, P

AutoCAD SHX Text

TIFT 44 C

AutoCAD SHX Text

COASTAL, COMMON,

AutoCAD SHX Text

MIDLAND, OR TIFT 44

AutoCAD SHX Text

TIFT 78

AutoCAD SHX Text

SOD PLUGS 3' X 3'

AutoCAD SHX Text J F M A M J J A S O N D

AutoCAD SHX Text C

AutoCAD SHX Text

%%URATES 1/ - PLS 2/

AutoCAD SHX Text

ACRE 1000 S.F.

AutoCAD SHX Text

BERMUDA, COMMON P

AutoCAD SHX Text

UNHULLED SEED C

AutoCAD SHX Text

HUILLED SEED C

AutoCAD SHX Text

BERMUDA, COMMON P

AutoCAD SHX Text

WITH OTHER PERENNIALS 6 LBS. 0.1 LB.

AutoCAD SHX Text

WITH TEMPORARY COVER 10 LBS. 0.2 LB.

AutoCAD SHX Text

WITH OTHER PERENNIALS 6 LBS. 0.1 LB.

AutoCAD SHX Text

ALONE 10 LBS. 0.2 LB.

AutoCAD SHX Text

%%USPECIES

AutoCAD SHX Text

%%UBROADCAST

AutoCAD SHX Text

%%UPER PER

AutoCAD SHX Text J F M A M J J A S O N D

AutoCAD SHX Text

%%UAREAS *

AutoCAD SHX Text

%%UPLANTING DATES BY RESOURCE

AutoCAD SHX Text J F M A M J J A S O N D

AutoCAD SHX Text

%%URESOURCE

AutoCAD SHX Text

%%UAREA 3/

AutoCAD SHX Text

%%USPECIFICATIONS

AutoCAD SHX Text 40 lbs. 0.9 lb.

AutoCAD SHX Text

RYEGRASS, ANNUAL

AutoCAD SHX Text

ALONE

AutoCAD SHX Text

DATES, GRAY LINES INDICATE PERMISSIBLE

AutoCAD SHX Text

BUT MARGINAL DATES.)

AutoCAD SHX Text

* (DARK LINES REPRESENT OPTIMUM

AutoCAD SHX Text M-L

AutoCAD SHX Text P

AutoCAD SHX Text C

AutoCAD SHX Text

227,000 SEED PER POUND. DENSE

AutoCAD SHX Text

COVER. VERY COMPETITIVE AND

AutoCAD SHX Text

IS NOT TO BE USED IN MIXTURES.

AutoCAD SHX Text

%%UBROADCAST

AutoCAD SHX Text

%%URATES 1/ - PLS 2/

AutoCAD SHX Text

%%UPER PER

AutoCAD SHX Text

ACRE 1000 S.F.

AutoCAD SHX Text

%%USPECIES

AutoCAD SHX Text %%UDs2 SPECIES AND PLANTING SCHEDULE

AutoCAD SHX Text

%%UPLANTING DATES BY RESOURCE

AutoCAD SHX Text

%%URESOURCE

AutoCAD SHX Text

%%UAREA 3/

AutoCAD SHX Text J F M A M J J A S O N D

AutoCAD SHX Text

%%UAREAS *

AutoCAD SHX Text

%%UREMARKS

AutoCAD SHX Text A permanent vegetative cover using sods on highly erodable or critically eroded lands.

AutoCAD SHX Text The use of readily available native plant materials to maintain and enhance streambanks, or to prevent, or restore and repair small streambank erosion problems.

AutoCAD SHX Text A protective covering used to prevent erosion and establish temporary or permanent vegetation on steep slopes, shore lines, or channels.

AutoCAD SHX Text Controlling surface and air movement of dust on construction site, roadways and similar sites.

AutoCAD SHX Text Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.

AutoCAD SHX Text Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

AutoCAD SHX Text Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.

AutoCAD SHX Text

DISTURBED AREA STABILIZATION (WITH MULCHING ONLY)

AutoCAD SHX Text

DISTURBED AREA STABILIZATION (WITH PERM SEEDING)

AutoCAD SHX Text

DISTURBED AREA STABILIZATION (SODDING)

AutoCAD SHX Text

DUST CONTROL ON DISTURBED AREAS

AutoCAD SHX Text

SLOPE STABILIZATION

AutoCAD SHX Text

STREAMBANK STABILIZATION (USING PERM VEGETATION)

AutoCAD SHX Text

TACKIFIERS AND BINDERS

AutoCAD SHX Text

DISTURBED AREA STABILIZATION (WITH TEMP SEEDING)

AutoCAD SHX Text Substance used to anchor straw or hay mulch by causing the organic material to bind together.

AutoCAD SHX Text

COASTAL DUNE STABILIZATION (WITH VEGETATION)

AutoCAD SHX Text

BUFFER ZONE

AutoCAD SHX Text Planting vegetation on dunes that are denuded, artificially constructed, or re-nourished.

AutoCAD SHX Text Strip of undisturbed original vegetation, enhanced or restored existing vegetation or the reestablishment of vegetation surrounding an area of disturbance or bordering streams.

AutoCAD SHX Text Substance formulated to assist in the solids/liquid separation of suspended particles in solution.

AutoCAD SHX Text

FLOCCULANTS AND COAGULANTS

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text

GABION

AutoCAD SHX Text

DIVERSION

AutoCAD SHX Text

CHECKDAM

AutoCAD SHX Text Permanent structures installed to protect channels or waterways where otherwise the slope would be sufficient for the running water to form gullies.

AutoCAD SHX Text A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles or a silt fence.

AutoCAD SHX Text A basin created by excavation or a dam across a waterway. The surface water runoff is temporarily stored allowing the bulk of the sediment to drop out.

AutoCAD SHX Text A temporary protective device formed at or around an inlet to a storm drain to trap sediment.

AutoCAD SHX Text A device or structure placed in front of a permanent stormwater detention pond outlet structure to serve as a temporary sediment filter.

AutoCAD SHX Text A wall installed to stabilize cut and fill slopes where maximum permissible slopes are not obtainable. Each situation will require special design.

AutoCAD SHX Text A temporary stone filter dam installed across drainageways or in conjunction with a temporary sediment trap.

AutoCAD SHX Text A storm flow outlet device constructed at zero grade across the slope whereby concentrated runoff may be discharged at a non-erosive velocity onto undisturbed areas stabilized by existing vegetation.

AutoCAD SHX Text A flexible conduit of heavy-duty fabric or other material designed to safely conduct surface runoff down a slope. This is temporary and inexpensive.

AutoCAD SHX Text A travelway constructed as part of a construction plan including access roads, subdivision roads, parking areas and other on-site vehicle transportation routes.

AutoCAD SHX Text A temporary channel constructed to convey flow around a construction site while a permanent structure is being constructed.

AutoCAD SHX Text Rock filter baskets which are hand-placed into position forming soil stabilizing structures.

AutoCAD SHX Text A temporary stone barrier constructed at storm drain inlets and pond outlets.

AutoCAD SHX Text A paved chute, pipe, sectional conduit or similar material designed to safely conduct surface runoff down a slope.

AutoCAD SHX Text An earth channel or dike located above, below, or across a slope to divert runoff. This may be a temporary or permanent structure.

AutoCAD SHX Text A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.

AutoCAD SHX Text Improving, constructing or stabilizing an open channel, existing stream, or ditch.

AutoCAD SHX Text A small temporary barrier or dam constructed across a swale, drainage ditch or area of concentrated flow.

AutoCAD SHX Text

CHANNEL STABILIZATION

AutoCAD SHX Text

CONSTRUCTION EXIT

AutoCAD SHX Text

CONSTRUCTION ROAD STABILIZATION

AutoCAD SHX Text

STREAM DIVERSION CHANNEL

AutoCAD SHX Text

TEMPORARY DOWNDRAIN STRUCTURE

AutoCAD SHX Text

PERMANENT DOWNDRAIN STRUCTURE

AutoCAD SHX Text

FILTER RING

AutoCAD SHX Text

GRADE STABILIZATION STRUCTURE

AutoCAD SHX Text

LEVEL SPREADER

AutoCAD SHX Text

ROCK FILTER DAM

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

RETRO FITTING

AutoCAD SHX Text

SEDIMENT BARRIER

AutoCAD SHX Text

INLET SEDIMENT TRAP

AutoCAD SHX Text

TEMPORARY SEDIMENT BASIN

AutoCAD SHX Text

(INDICATE TYPE)

AutoCAD SHX Text A buoyant device that releases/drains water from the surface of sediment ponds, traps, or basins at a controlled rate of flow.

AutoCAD SHX Text

FLOATING SURFACE SKIMMER

AutoCAD SHX Text A small temporary pond that drains a disturbed area so that sediment can settle out. The principle feature distinguishing a temporary sediment trap from a temporary sediment basin is the lack of a pipe or riser.

AutoCAD SHX Text

TEMPORARY SEDIMENT TRAP

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text A rough soil surface with horizontal depressions on a contour or slopes left in a roughened condition after grading.

AutoCAD SHX Text A paved or short section of riprap channel at the outlet of a storm drain system preventing erosion from the concentrated runoff.

AutoCAD SHX Text A temporary bridge or culvert-type structure protecting a stream or watercourse from damage by crossing construction equipment.

AutoCAD SHX Text

TEMPORARY STREAM CROSSING

AutoCAD SHX Text

STORMDRAIN OUTLET PROTECTION

AutoCAD SHX Text

SURFACE ROUGHENING

AutoCAD SHX Text A floating or staked barrier installed within the water (it may also be referred to as a floating boom, silt barrier, or silt curtain).

AutoCAD SHX Text

TURBIDITY CURTAIN

AutoCAD SHX Text Paved or vegetative water outlets for diversions, terraces, berms, dikes or similar structures.

AutoCAD SHX Text

VEGETATED WATERWAY OR STORMWATER CONVEYANCE CHANNEL

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text To protect desirable trees from injury during construction activity.

AutoCAD SHX Text

TREE PROTECTION

AutoCAD SHX Text The practice of stripping off the more fertile soil, storing it, then spreading it over the disturbed area after completion of construction activities.

AutoCAD SHX Text

TOPSOILING

AutoCAD SHX Text

(SHOW STRIPING AND STORAGE AREAS)

AutoCAD SHX Text

(DENOTE TREE CENTERS)

AutoCAD SHX Text Linear control device constructed as a diversion perpendicular to the direction of runoff to enhance dissipation and infiltration, while creating multiple sedimentation chambers with the employment of intermediate dikes.

AutoCAD SHX Text

SEEP BERM

AutoCAD SHX Text

(LABEL)

AutoCAD SHX Text Sd1-NS

AutoCAD SHX Text

4' MIN.

AutoCAD SHX Text

2.5' MIN.

AutoCAD SHX Text

1.5' MIN.

AutoCAD SHX Text 28"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

2"X4" WOOD STUDS

AutoCAD SHX Text

6' MAX. O.C.

AutoCAD SHX Text

6" TRENCH

AutoCAD SHX Text 28"

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text

CD-S

AutoCAD SHX Text B

AutoCAD SHX Text

10' MIN.

AutoCAD SHX Text

VARIES 10' MIN.

AutoCAD SHX Text

50' MIN.

AutoCAD SHX Text

20' MIN.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

515 NORTH MAIN STREET

P.O. BOX 649

HINESVILLE, GA 31313

TEL: (912) 368-5212

"THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND REMAINS THE PROPERTY OF P.C. SIMONTON

& ASSOCIATES, INC. AND M.E. SACK

ENGINEERING. IT MAY NOT BE COPIED, ALTERED,

OR REPRODUCED IN ANY MANNER WITHOUT

PERMISSION ON A SIGNED AND SEALED

DOCUMENT. THE INFORMATION CONTAINED

HEREIN IS INTENDED FOR THE NAMED CLIENT

ONLY. IN THE EVENT OF AN ELECTRONIC VERSION

P.C. SIMONTON & ASSOC., INC. AND M.E. SACK

ENGINEERING ASSUMES NO RESPONSIBILITY FOR

DATA GENERATED, ALTERED OR STAKED FROM

THIS DRAWING. IN THE EVENT OF A DISPUTE,

HARD COPIES WILL TAKE PRECEDENCE OVER ANY

ELECTRONIC MEDIA."

PROFESSIONAL

REGISTERED

ENG INEERMARCUS E. SACK

No. 38559

MUNICIPALITY:

COUNTY:

24 HOUR CONTACT:

CHRIS BENSON

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

July 2, 2025PLOT DATE:

OWNER:

CITY OF PEMBROKE

160 N MAIN STREET

PEMBROKE, GA 31321

(912) 653-4413

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

BRYAN

CITY OF PEMBROKE

FILE NO: 2023-51

REVISIONS:

DATE:

7/2/2025

C501

DETAILS

MEG

CHECKED:

DRAWN:

DESIGNED:

APPROVED:

N G

G \D

R J.

D W

/2 /2

P M

SHEET NO.:

CBK

03/13/2019 DATE:PROJECT No.:

SEQ. No.:

DETAILS 1

PROPOSAL

CONTECH

DRAWING800-338-1122 513-645-7000 513-645-7993 FAX

9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069

ARMORTEC

Erosion Control Solutions

The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modif ied in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use.

If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others.

www.ContechES.com

7'-9"

(NOMINAL DIMENSION)

2 U

NIT

MIN

1 1

X ARMORFLEX

CONCRETE MATTRESS

4,000 PSI CONCRETE,

GROUT, OR OTHER

(AS SPECIFIED BY EOR)

APPROVED

SUBGRADESITE SPECIFIC

GEOTEXTILE

(TURN ENDS UP)

2 UNITMIN.

ARMORFLEX

CONCRETE MATTRESS

4,000 PSI CONCRETE,

GROUT, OR OTHER

(AS SPECIFIED BY EOR)

SITE SPECIFIC

GEOTEXTILE

(TURN ENDS UP)

2 UNIT

MIN.

ARMORFLEX

CONCRETE MATTRESS4,000 PSI CONCRETE,

GROUT, OR OTHER

(AS SPECIFIED BY EOR)

APPROVED

SUBGRADE

SITE SPECIFIC

GEOTEXTILE

(TURN ENDS UP)

ENDSIDETOP

PLAN

CABLE

15.5"

CABLE

N.T.S.

REVETMENT WASHER

REVETMENT

CABLE SLEEVE

REVETMENT CABLE

MEG

CHECKED:

DRAWN:

DESIGNED:

APPROVED:

N G

G \D

R J.

D W

/2 /2

P M

SHEET NO.:

CBK

03/13/2019 DATE:PROJECT No.:

SEQ. No.:

DETAILS 1

PROPOSAL

CONTECH

DRAWING800-338-1122 513-645-7000 513-645-7993 FAX

9100 Centre Pointe Dr., Suite 400, West Chester, OH 45069

ARMORTEC

Erosion Control Solutions

REVISION DESCRIPTIONDATEMARK BY

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 1, 2026.