2024_09 Plan Set.pdf

JOB NO. 2024-09PRJ

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:

JEFFERY FLOYD

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

CITYMANAGER@CITYOFALAMO.US

October 29, 2024PLOT DATE:

OWNER:

CITY OF ALAMO

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

MAYOR@CITYOFALAMO.US

PROFESSIONAL

REGISTERED

ENG INEERMARCUS E. SACK

No. 38559

DESIGN PROFESSIONAL:

SHEET INDEX:

DESCRIPTION SHEET

1. EXISTING CONDITIONS & DEMOLITION PLAN SHEET C100

2. PHASING PLAN SHEET C200

3. SITE PLAN SHEETS C300-C301

4. GRADING PLAN SHEETS C400-C401

5. EROSION CONTROL PLAN SHEET C500

6. DETAILS SHEETS C600-C601

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

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

EAST RAILROAD AVE SIDEWALK

GDOT TIA PI# 0018971

FOR THE CITY OF ALAMO

WHEELER COUNTY, GEORGIA

DATE: JULY 15, 2024

DATE: 10/29/2024

ANY JOB DESIGNED BY M.E. SACK ENGINEERING SHALL BE CONSTRUCTED IN

ACCORDANCE WITH M.E. SACK ENGINEERING MINIMUM SPECIFICATIONS. IN

MUNICIPALITIES WITH THEIR OWN SPECIFICATIONS, THEIR SPECIFICATIONS

SHALL SUPERSEDE THE MINIMUM SPECIFICATIONS. LIKEWISE, PROJECTS

THAT ARE BID SHALL BE HELD TO THE SPECIFICATIONS WITHIN THE BID

DOCUMENT WHICH MAY DIFFER FROM THE MINIMUM SPECIFICATION

REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE

THEY HAVE THE APPROPRIATE SPECIFICATIONS FOR EACH PROJECT. OBTAIN

THE MINIMUM STANDARDS BY SCANNING THE QR CODE OR CLICKING THIS

LINK:

CONTACT ADMIN@MESACK.COM TO REQUEST CONFIRMATION OF CORRECT

SPECIFICATIONS AT ANYTIME.

MINIMUM PROJECT SPECIFICATIONS

https://www.mesack.com/technical-specification/

N COMMERCE ST / GA 126

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S COMMERCE ST / GA 126

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STEWARD ST

MCRAE ST

KENT ST

PINE ST

BROAD ST

N JEFFERSON ST

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RR

SITE

9/24/20241. GDOT (TIA) COMMENTS

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SM

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SM

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WV

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AutoCAD SHX Text D

AutoCAD SHX Text 12"G

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TC

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FM

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WV

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AutoCAD SHX Text 12"G

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TC

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FM

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SS

https://www.mesack.com/technical-specification/

EXISTING BUILDING

FFE: 233.73

EXISTING BUILDING

FFE: 235.21

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING WATER SPIGOT (TYP.)

EXISTING 4" PVC PIPE

INV IN=232.05 (NE)

INV OUT=232.01 (SW)

EXISTING 18" CMP

EXISTING 15" RCP

INV=229.83

EXISTING OVERHEAD

SHELTER POST W/

HANDICAP PARKING SIGN

EXISTING OVERHEAD

SHELTER POST (TYP.)

EXISTING 3' TALL

WOODEN FENCE (TYP.)

EXISTING CONCRETE RAMP

& HANDRAIL TO REMAIN IN

PLACE AS SHOWN

EXISTING POSTAL DROP BOX TO BE TEMPORARILY

RELOCATED DURING PHASE 2, AND RETURNED TO

THE EXISTING LOCATION UPON COMPLETION OF

PHASE 2. CONTRACTOR TO COORDINATE

RELOCATION EFFORTS W/ THE POST OFFICE.

EXISTING FLAG POLE TO REMAIN IN

PLACE DURING CONSTRUCTION.

EXISTING BRICK COLUMNS TO REMAIN

IN PLACE DURING CONSTRUCTION

EXISTING BRICK PLANT

BOXES TO REMAIN IN

PLACE DURING

CONSTRUCTION

EXISTING TRUNCATED DOME

STRIPS TO BE REPLACED.

CONTRACTOR TO COLOR

MATCH REPLACEMENT STRIPS.

EXISTING 3.5" CLEANOUT

EXISTING GATE

EXISTING UNDERGROUND CABLE BOX

EXISTING STOP SIGN

EXISTING "DON'T STOP

ON TRACKS" SIGN

EXISTING RR GATE ARMS

EXISTING RR UTILITY BOXES

EXISTING STOP SIGN

EXISTING HWY SIGN

EXISTING BUSH (TYP.)

EXISTING ELECTRICAL

OUTLET POST (TYP.)

EXISTING RR XING SIGN

EXISTING EMC SIGN

EXISTING 8" TREEEXISTING HANDRAIL

EXISTING RR XING SIGN TO BE

REMOVED & REPLACED UPON THE

COMPLETION OF CONSTRUCTION.

EXISTING HWY SIGN

EXISTING YIELD SIGN

EXISTING RR

XING SIGN

EXISTING CURB INLET

EXISTING

METAL POLE

EXISTING MEMORIAL

STONE

EXISTING CONCRETE FLUME

W/ 6" & 8" CLAY STORM

DRAINAGE PIPES

EXISTING GRAVEL DRIVEWAY

EXISTING COCNRETE RAMP

EXISTING TILE

FLOORING

EXISTING CONCRETE

RAMP TO BE REMOVED.

EXISTING CONCRETE STEPS

APPROX. 141 SY OF EXISTING

CONCRETE SIDEWALK TO BE

REMOVED & REPLACED.

EXISTING PARALLEL

PARKING AREA

EXISTING GRASSED ISLAND

EXISTING GRATE INLET TO BE

PROTECTED THROUGHOUT

CONSTRUCTION.

CONTRACTOR TO REMOVE &

REPLACE THE FIRST TWO

CONCRETE SECTIONS RUNNING

ALONG THE SR 126 SIDE OF

THE CORNER BUILDING.

N COM

M

ERCE ST/

SR 126

W RAILROAD AVE

(R/W VARIES)

SEABOARD COASTLINE

RAILROAD

APPROX. 414 SY OF EXISTING CONCRETE

ALONG STOREFRONTS TO BE REMOVED &

REPLACED. SEE SITE & GRADING PLANS

FOR INFORMATION ON REPLACEMENT.

EXISTING GUY WIRE TO BE TEMPORARILY

RELOCATED & REPLACED ONCE IMPROVEMENTS

ARE COMPLETE. RELOCATION TO BE DONE BY

OTHERS. CONTRACTOR REQUIRED TO

COORDINATE ONLY ON RELOCATION. SEE

DEMOLITION NOTES THIS SHEET FOR MORE

INFORMATION ON RELOCATION.

W RAILROAD AVE (R/W VARIES)

EXISTING 24" CURB

& GUTTER (TYP.)

APPROX. 44 LF OF

EXISTING CURB TO BE

REMOVED & REPLACED.

APPROX. 15 LF OF

EXISTING CURB TO BE

REMOVED & REPLACED.

EXISTING METAL CATCH

BASIN & GRATE INLET (TYP.)

EXISTING FIRE HYDRANT TO

REMAIN IN PLACE DURING

CONSTRUCTION

EXISTING UTILITY POLE TO REMAIN

IN PLACE DURING CONSTRUCTION.

SEE DEMOLITION NOTES THIS SHEET.

EXISTING UTILITY POLE TO REMAIN

IN PLACE DURING CONSTRUCTION.

SEE DEMOLITION NOTES THIS SHEET.

EXISTING UTILITY POLE TO REMAIN

IN PLACE DURING CONSTRUCTION.

SEE DEMOLITION NOTES THIS SHEET.

EXISTING STOP SIGN TO

BE TEMPORARILY

REMOVED & RESET

UPON THE COMPLETION

OF CONSTRUCTION.

THE RECENTLY REPLACED EXISTING

CONCRETE CORNER SECTION

CONTAINING THE FIRE HYDRANT &

ADA RAMP IS TO REMAIN IN PLACE.

CONTRACTOR TO SAW-CUT CLEAN

EDGE AROUND RECENTLY REPLACED

CONCRETE CORNER SECTION &

WORK AROUND THIS AREA.

SCALE BAR: 1"= '

C100

EXISTING

CONDITIONS &

DEMOLITION PLAN

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:

JEFFERY FLOYD

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

CITYMANAGER@CITYOFALAMO.US

October 29, 2024PLOT DATE:

OWNER:

CITY OF ALAMO

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

MAYOR@CITYOFALAMO.US

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

WHEELER

THE CITY OF ALAMO

FILE NO: 2024-09

EA

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REVISIONS:

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DATE: 10/29/2024

GDOT (TIA) COMMENTS1.

DEMOLITION NOTES:

1. UTILITY POLES ARE TO REMAIN IN PLACE DURING CONSTRUCTION. THE

CONTRACTOR SHALL REMOVE ALL EXISTING CONCRETE SURROUNDING

THE BASE OF EACH UTILITY POLE, AS WELL AS ANY MATERIAL BENEATH

THE EXISTING CONCRETE AS NEEDED.

2. NO EQUIPMENT SHALL COME WITHIN 10' OF THE OVERHEAD POWER

LINES. IN THE EVENT THAT EQUIPMENT ACCESS REQUIRES THAT THE 10'

THRESHOLD BE BROKEN, THE CONTRACTOR SHALL CONTACT GEORGIA

POWER AND THE ENGINEER OF RECORD FOR FURTHER INSTRUCTION.

3. THE GUY WIRE ANCHORED TO THE EXISTING CONCRETE BEING REMOVED

ON THE NORTHERN PORTION OF THE PROJECT LIMITS REQUIRES A

TEMPORARY RELOCATION. GEORGIA POWER IS RESPONSIBLE FOR THE

RELOCATION EFFORTS OF THIS GUY WIRE AND ANCHOR. CONTRACTOR

TO COORDINATE THE RELOCATION EFFORTS WITH GEORGIA POWER.

4. THIS PROJECT REQUIRES STRATEGIC PHASING IN ORDER TO FACILITATE

UNINTERUPTED OPERATION OF THE POST OFFICE. SEE PHASING PLAN

SHEET C200 FOR DETAILS.

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N COM

M

ERCE ST/

SR 126

W RAILROAD AVE

(R/W VARIES)

SEABOARD COASTLINE

RAILROAD

W RAILROAD AVE (R/W VARIES)

PHASE LINE 1-2

PHASE LINE 2-3

PHASE 3

PHASE 3

PHASE 2

PHASE 1

SCALE BAR: 1"= '

C200

PHASING

PLAN

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:

JEFFERY FLOYD

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

CITYMANAGER@CITYOFALAMO.US

October 29, 2024PLOT DATE:

OWNER:

CITY OF ALAMO

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

MAYOR@CITYOFALAMO.US

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

WHEELER

THE CITY OF ALAMO

FILE NO: 2024-09

EA

ST

R

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LR

OA

D

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E

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DE

W

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REVISIONS:

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DATE: 10/29/2024

GDOT (TIA) COMMENTS1.

PEDESTRIAN ACCESS PLAN:

THE CONTRACTOR WILL BE RESPONSIBLE FOR DEVELOPING A PEDESTRIAN ACCESS PLAN TO ENSURE THAT PEDESTRIAN ACCESS TO ALL STOREFRONTS ALONG THE PROJECT AREA IS MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. THE FOLLOWING PHASING PLAN PROCEDURE IS AN EXAMPLE OF EFFECTIVELY MAINTAINING ACCESS FOR ONE INDIVIDUAL STOREFRONT, AND HAS BEEN PROVIDED FOR CONTRACTOR USE IN DEVELOPING THE PEDESTRIAN ACCESS PLAN. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT THEIR PEDESTRIAN ACCESS PLAN TO THE ENGINEER OF RECORD FOR REVIEW & APPROVAL PRIOR TO MOBILIZATION.

OVERALL PHASING:

1. IN ORDER TO FACILITATE CONTINUOUS OPERATION OF THE POST OFFICE THROUGHOUT THE CONSTRUCTION PROCESS, AND RESTORE FULL FUNCTION TO THE POST OFFICE IN A TIMELY MANNER, THE CONSTRUCTION ACTIVITIES ARE TO BE DIVIDED INTO 3 PHASES (1, 2, AND 3).

2. EACH PHASE SHALL INCLUDE THE FULL CONSTRUCTION PROCESS ASSOCIATED WITH EACH INDIVIDUAL PHASE AS INDICATED IN

THESE PLANS, INCLUDING DEMOLITION.

3. THE LIMITS OF EACH PHASE, REPRESENTED ON THESE PLANS AS THE PHASE LINES, ARE TO BE FENCED OFF DURING THE

CONSTRUCTION OF EACH RESPECTIVE PHASES.

PHASE 1:

4. THE PHASING LINE FOR PHASES 1 & 2 SHALL BE ESTABLISHED 6 INCHES OFF OF THE DOORFRAME OF THE POST OFFICE DOOR CLOSEST TO THE LITTLE OCMULGEE EMC OFFICE, IN THE DIRECTION OF THE ADA ACCESSIBLE ENTRANCE TO THE POST OFFICE, PROVIDING UNIMPEDED PEDESTRIAN ACCESS TO THE DROP-OFF MAILBOX AND ADA ACCESSIBLE ENTRANCE ON THE

NORTH-EASTERN END OF THE POST OFFICE STOREFRONT DURING THE PHASE 1 IMPROVEMENTS.

5. THE PHASE 1 IMPROVEMENTS SHALL INCLUDE FULL CONSTRUCTION OF THE 1ST STAIRWELL, TERMINATING AT THE END OF

STAIRWELL #1.

6. THE IMPROVEMENTS OF PHASE 1 ARE TO BE FULLY COMPLETED BEFORE TRANSITIONING TO PHASE 2.

PHASE 2:

7. PHASE 2 INCLUDES THE IMPROVEMENTS TO THE REMAINING AREAS DIRECTLY IN FRONT OF THE POST OFFICE BUILDING AND THE ACCESSIBLE RAMP ENTRANCE TO THE POST OFFICE AS SHOWN ON THE DEMOLITION PLAN SHEET C100.

8. PRIOR TO BEGINNING PHASE 2, THE CONTRACTOR SHALL COORDINATE WITH THE POST OFFICE ON TEMPORARILY RELOCATING THE DROP-OFF MAILBOX TO THE FULLY-CONSTRUCTED PHASE 1 PORTION OF THE PROJECT WHERE IT, ALONG WITH THE POST OFFICE ENTRANCE WITHIN THE PHASE 1 LIMITS, CAN BE OPERATIONAL DURING THE PHASE 2 IMPROVEMENTS.

9. THE IMPROVEMENTS OF PHASE 2 ARE TO BE FULLY COMPLETED BEFORE TRANSITIONING TO PHASE 3.

10. ONCE PHASE 2 HAS BEEN COMPLETED, THE DROP-OFF MAILBOX MAY BE RETURNED TO ITS ORIGINAL LOCATION, AND THE POST

OFFICE MAY RESUME STANDARD OPERATION WITH ACCESSIBILITY TO BOTH ENTRANCES.

PHASE 3:

11. THE PHASING LINE FOR PHASES 2 & 3 SHALL CORRESPOND TO THE NORTH-EASTERN EDGE OF THE POST OFFICE BUILDING.

12. PHASE 3 INCLUDES ALL REMAINING IMPROVEMENTS ASSOCIATED WITH THE PROJECT.

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ERCE ST/

SR 126

W RAILROAD AVE (R/W VARIES)

SEABOARD COASTLINE

RAILROAD

CONCRETE CONSTRUCTION JOINT (TYP.)

PROPOSED GRASSED STRIP (WIDTH

VARIES) TO BE PLANTED IN BETWEEN

UPPER CONCRETE LEVEL AND LOWER

SIDEWALK SECTION (TYP.)

TRAFFIC SIGN TO BE RELOCATED

WITHIN GRASSED STRIP.

CONTRACTOR TO PROVIDE

TRUNCATED DOME STRIP

(COLOR MATCH EXISTING)

PROPOSED CONCRETE

WALKWAY SEE SHEET C601

FOR CONCRETE DETAIL.

PROPOSED POWER LINE

RELOCATION (TYP.)

CONCRETE EXPANSION JOINT (TYP.)

END PROPOSED SIDEWALK

PROPOSED CONCRETE STAIRWELL #3

ONE (1) 7-3/4" STEP

SEE SHEET C601 FOR STAIR DETAIL

PROPOSED CONCRETE STAIRWELL #2

TWO (2) 6-1/2" STEPS

SEE SHEET C601 FOR STAIR DETAIL

PROPOSED CONCRETE STAIRWELL #1

TWO (2) 7" STEPS

SEE SHEET C601 FOR STAIR DETAIL

BEGIN PROPOSED

SIDEWALK

8" CONCRETE PARKING BUMPER

TO BE INSTALLED 1.5' FROM EX

FACE OF CURB (TYP.)

1.50' (TYP.)

CONTRACTOR TO PROVIDE

GDOT TYPE-A RAMP W/

TRUNCATED DOME STRIP

(COLOR MATCH EXISTING).

RAMP INSTALLATION SHALL

BE DONE IN ACCORDANCE

WITH GDOT SPECIFICATIONS.

15 LF OF REPLACEMENT

4" CURBING

CONTRACTOR TO PROVIDE EXPANSION

MATERIAL AT ALL JOINTS WHERE PROPOSED

CONCRETE MEETS EXISTING CONCRETE (TYP.)

CONCRETE EXPANSION JOINT (TYP.)

CONCRETE RETAINING WALL #1

SEE SHEETS C400 & C601 FOR

DETAILS

3.50'

3.50'

CONCRETE RETAINING WALL #2

SEE SHEETS C400 & C601 FOR

DETAILS

0 10 20 4010 5

SCALE BAR: 1"= '

C300

SITE PLAN

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:

JEFFERY FLOYD

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

CITYMANAGER@CITYOFALAMO.US

October 29, 2024PLOT DATE:

OWNER:

CITY OF ALAMO

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

MAYOR@CITYOFALAMO.US

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

WHEELER

THE CITY OF ALAMO

FILE NO: 2024-09

EA

ST

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AI

LR

OA

D

AV

E

SI

DE

W

AL

K

REVISIONS:

DR

AW

IN

G

CO

M

PL

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ED

AN

IR

VI

NE

DATE: 10/29/2024

GDOT (TIA) COMMENTS1.

CO

NT

IN

UA

TI

ON

L

IN

E

SE

E

SH

EE

T C3

F

OR

C

ON

TI

NU

AT

IO

N

ERCE ST/

SR 126

REPLACED GUY WIRE/ANCHOR

SEE GEORGIA POWER NOTE THIS SHEET

CONTRACTOR TO PROVIDE

TRUNCATED DOME STRIP

(COLOR MATCH EXISTING)

PROPOSED CONCRETE REPLACEMENT. SEE

SHEET C601 FOR CONCRETE DETAIL. SEE SHEET

C401 FOR INFORMATION ON INSTALLATION.

W RAILROAD AVE (R/W VARIES)

CONTRACTOR TO PROVIDE

GDOT TYPE-A RAMP W/

TRUNCATED DOME STRIP

(COLOR MATCH EXISTING).

RAMP INSTALLATION SHALL

BE DONE IN ACCORDANCE

WITH GDOT SPECIFICATIONS.

RESET STOP SIGN

15 LF OF REPLACEMENT

4" CURBING

44 LF OF REPLACEMENT

4" CURBING

CONTRACTOR TO PROVIDE EXPANSION

MATERIAL AT ALL JOINTS WHERE PROPOSED

CONCRETE MEETS EXISTING CONCRETE (TYP.)

CONCRETE EXPANSION JOINT (TYP.)

CONCRETE CONSTRUCTION JOINT (TYP.)

CO

NT

IN

UA

TI

ON

L

IN

E

SE

E

SH

EE

T C3

F

OR

C

ON

TI

NU

AT

IO

N

0 10 20 4010 5

SCALE BAR: 1"= '

C301

SITE PLAN

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:

JEFFERY FLOYD

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

CITYMANAGER@CITYOFALAMO.US

October 29, 2024PLOT DATE:

OWNER:

CITY OF ALAMO

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

MAYOR@CITYOFALAMO.US

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

WHEELER

THE CITY OF ALAMO

FILE NO: 2024-09

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GDOT (TIA) COMMENTS1.

GEORGIA POWER - GUY WIRE/ANCHOR NOTE:

1. THE GUY WIRE & ANCHOR SHOWN ON THIS PLAN SHEET ARE ANCHORED INTO THE

CONCRETE BEING REPLACED. THE GUY WIRE WILL NEED TO BE TEMPORARILY

RELOCATED AND REPLACED ONCE PROPOSED CONCRETE HAS BEEN INSTALLED.

GEORGIA POWER SHALL BE RESPONSIBLE FOR THE COST AND PERFORMANCE OF THE

TEMPORARY RELOCATION, BUT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

COORDINATE WITH GEORGIA POWER ON THOSE EFFORTS.

ERCE ST/

SR 126

W RAILROAD AVE (R/W VARIES)

SEABOARD COASTLINE

RAILROAD

PROPOSED SIDEWALK TO TIE

IN FLUSH WITH EXISTING

SIDEWALK ELEVATION AT

BASE OF EXISTING WALL.

ALL PROPOSED CONCRETE TO

MATCH EXISTING ELEVATIONS

ALONG STOREFRONTS (TYP.)

PROPOSED ROADSIDE

SIDEWALK TO TIE

DIRECTLY INTO TOP OF

EXISTING CURB (TYP.)

CONTRACTOR TO PROVIDE CONCRETE

STAIRS (3 SETS) FROM ROADSIDE

SIDEWALK TO UPPER CONCRETE LEVEL.

SEE SHEET C601 FOR STAIR DETAIL.

CROSS SLOPE OF PROPOSED CONCRETE SHALL NOT EXCEED 14" PER FOOT

-2 .0

7%

-2 .0

4%

-1 .1

0%

-2 .0

8%

CONTRACTOR TO TERMINATE

CURB AT CROSSWALK IN

ACCORDANCE WITH GDOT

SPECIFICATIONS

TYPICAL SECTION #1

TYPICAL SECTION #2 TYPICAL SECTION #3

X=234.92 X=234.87

X=234.49

X=234.83

X=234.92

X=235.03

X=233.30

X=233.33

X=235.18 X=235.17

X=235.19

X=235.20

X=235.12 X=235.09

X=235.13

X=235.15

X=235.16

X=234.96

X=233.33

X=233.41

X=233.84

X=234.46 X=234.34

X=233.34

X=234.22

X=234.06

X=233.46

X=233.67

X=234.31

X=233.51

X=233.34

X=235.17 X=235.16

X=235.06

X=234.93 X=234.98

X=234.91

X=235.16

X=235.12 X=235.05

X=235.16

X=235.17

X=235.09

X=235.20 X=235.23

X=235.16

X=235.18

X=235.25

X=235.24

X=235.30

X=235.18 X=235.20

X=234.01

X=233.98

X=234.07

X=234.48

X=234.76

X=234.69

X=234.69

X=234.57

X=234.58

X=234.47

X=234.41

X=234.67

X=234.89 X=234.91

X=233.46

X=234.89

X=234.01

X=235.00

X=234.94

X=235.02

X=234.37

X=233.90

X=234.44

X=234.98

X=233.58

X=234.18

X=234.78

X=234.96

X=234.28

X=235.04

X=234.83

X=233.73

X=234.93

X=233.52 X=234.89

X=233.52

X=233.47

X=233.35

X=233.37

X=234.89

X=234.90

X=234.90

X=234.93

X=234.94

X=234.93

X=234.81 X=233.66

X=234.84

X=235.01

X=234.05

X=234.13

X=235.04

X=235.03

X=235.03

X=234.17

X=234.98

X=234.13

X=234.13

X=234.06

X=233.59

X=234.05

X=234.13

X=234.93

X=234.94

X=233.47

TYPICAL SECTION #1 PROFILE

VERT. SCALE: 1"=5'

HORIZ SCALE: 1"=10'

0+00

3.

0+26.59

4.

4.

TYPICAL SECTION #2 PROFILE

VERT. SCALE: 1"=5'

HORIZ SCALE: 1"=10'

0+00

3.

0+26.59

5.

5.

TYPICAL SECTION #3 PROFILE

VERT. SCALE: 1"=5'

HORIZ SCALE: 1"=10'

0+00

4.

0+26.59

5.

5.

7-1/4" STEP (TYP.)

STAIRWELL #1

1.26%

EX CURB & GUTTER

EX ROADWAY/PARKING

2%

2.01%

EX CURB & GUTTER

EX ROADWAY/PARKING

2% 52

GRASSED STRIP

EX CURB & GUTTER

EX ROADWAY/PARKING

2.08%

2% 0.9'

10"

RETAINING

WALL #2

EX UTILITY POLE

0 10 20 4010 5

SCALE BAR: 1"= '

C400

GRADING

PLAN

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:

JEFFERY FLOYD

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

CITYMANAGER@CITYOFALAMO.US

October 29, 2024PLOT DATE:

OWNER:

CITY OF ALAMO

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

MAYOR@CITYOFALAMO.US

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

WHEELER

THE CITY OF ALAMO

FILE NO: 2024-09

EA

ST

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REVISIONS:

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AW

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DATE: 10/29/2024

GDOT (TIA) COMMENTS1.

CO

NT

IN

UA

TI

ON

L

IN

E

SE

E

SH

EE

T C4

F

OR

C

ON

TI

NU

AT

IO

N

ERCE ST/

SR 126

REPLACEMENT CURB TO PROVIDE

POSITIVE DRAINAGE AROUND STREET

CORNER FROM THE EXISTING PARALLEL

PARKING TO THE CATCH BASIN ALONG N

COMMERCE STREET.

PROPOSED CONCRETE

SECTION TO TIE IN FLUSH

WITH EXISTING SIDEWALK

W RAILROAD AVE (R/W VARIES)

CONTRACTOR TO TERMINATE

CURB AT CROSSWALK IN

ACCORDANCE WITH GDOT

SPECIFICATIONS

EDGE OF PROPOSED CONCRETE SHALL TIE

DIRECTLYFROM THE CORNER OF THE

EXISTING SIDEWALK TO THE TOP OF THE

REPLACEMENT CURB SECTION, CREATING

AN APPROX. 6" STEP UP FROM THE

EXISTING PARALLEL PARKING STALL.

END OF PROPOSED SIDEWALK

REPLACEMENT TO MATCH

EXISTING ELEVATIONS

REPLACEMENT CONCRETE TO BE INSTALLED

WITH A CONSTANT, GRADUAL SLOPE FROM

THE EXISTING SIDEWALK TO THE EXISTING

CROSSWALK ELEVATIONS. LONGITUDINAL

SLOPE SHALL NOT EXCEED 5.00%. CROSS

SLOPE SHALL BE CONSTANT FROM THE BACK

OF THE REPLACEMENT CURB AND SHALL NOT

EXCEED 1/4" PER FOOT.

REPLACEMENT SIDEWALK SECTION TO TIE INTO

PROPOSED CONCRETE AT A MAX LONGITUDINAL

SLOPE OF 5.00%. CROSS SLOPES SHALL NOT

EXCEED 1/4" PER FOOT. (TYP.)

5.00% MAX

1/4" PER FOOT

M

AX

REPLACEMENT CURB TO

TIE DIRECTLY TO TOP OF

EX CATCH BASIN

CONTRACTOR TO INSTALL

GDOT TYPE-A (SKEWED)

RAMP IN ACCORDANCE

WITH GDOT STANDARDS

X=234.87

X=234.96

X=234.69

X=234.57

X=234.67

0 10 20 4010 5

SCALE BAR: 1"= '

C401

GRADING

PLAN

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:

JEFFERY FLOYD

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

CITYMANAGER@CITYOFALAMO.US

October 29, 2024PLOT DATE:

OWNER:

CITY OF ALAMO

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

MAYOR@CITYOFALAMO.US

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

WHEELER

THE CITY OF ALAMO

FILE NO: 2024-09

EA

ST

R

AI

LR

OA

D

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DE

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REVISIONS:

DR

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DATE: 10/29/2024

GDOT (TIA) COMMENTS1.

CO

NT

IN

UA

TI

ON

L

IN

E

SE

E

SH

EE

T C4

F

OR

C

ON

TI

NU

AT

IO

N

ERCE ST/

SR 126

W RAILROAD AVE

(R/W VARIES)

SEABOARD COASTLINE

RAILROAD

W RAILROAD AVE (R/W VARIES)

BEGIN SINGLE

ROW SILT FENCE

END SINGLE

ROW SILT FENCE

BEGIN SINGLE

ROW SILT FENCE

END SINGLE

ROW SILT FENCE

Sd1-NS

Sd2-P

Sd2-P

Sd2-P

Sd2-P Sd2-P

Du

Du

Du

Du

Du

Du

Du

Du

Du

END SINGLE

ROW SILT FENCEBEGIN SINGLE

ROW SILT FENCE

Du Ds1 Ds2 Ds3

Du Ds1 Ds2 Ds3

Du Ds1 Ds2 Ds3

Du Ds1 Ds2 Ds3

Sd1-NS

Sd1-NS

CONCRETE

WASHOUT

Sd1-NS

CONCRETE

WASHOUT

Du Ds1 Ds2 Ds3

Du Ds1 Ds2 Ds3

Du

Du

BEGIN SINGLE

ROW SILT FENCE

Sd1-NS

Sd1-NSSd1-NS

Sd1-NS

BEGIN SINGLE

ROW SILT FENCE

BEGIN SINGLE

ROW SILT FENCE

BEGIN SINGLE

ROW SILT FENCE

END SINGLE

ROW SILT FENCE

END SINGLE

ROW SILT FENCE

END SINGLE

ROW SILT FENCE

END SINGLE

ROW SILT FENCE

SCALE BAR: 1"= '

C500

EROSION

CONTROL

PLAN

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:

JEFFERY FLOYD

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

CITYMANAGER@CITYOFALAMO.US

October 29, 2024PLOT DATE:

OWNER:

CITY OF ALAMO

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

MAYOR@CITYOFALAMO.US

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

WHEELER

THE CITY OF ALAMO

FILE NO: 2024-09

EA

ST

R

AI

LR

OA

D

AV

E

SI

DE

W

AL

K

REVISIONS:

DR

AW

IN

G

CO

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ET

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AN

IR

VI

NE

DATE: 10/29/2024

GDOT (TIA) COMMENTS1.

SITE INFORMATION:

TOTAL DISTURBED AREA = 0.13 AC

EROSION CONTROL NOTES:

1. CONTRACTOR TO ENSURE THE SITE IS CLEANED OF TRASH AND DEBRIS

DAILY.

2. ROADWAYS ARE TO BE SWEPT REGULARLY AND KEPT FREE OF DEBRIS

THROUGHOUT THE CONSTRUCTION PROCESS.

3. NO CONSTRUCTION MATERIALS ARE TO BE STORED WITHIN THE

ROADWAY. CONTRACTOR TO COORDINATE WITH THE CITY ON AN

APPROVED LAYDOWN AREA FOR CONSTRUCTION MATERIALS.

4. CONTRACTOR TO PROVIDE TRAFFIC CONTROL MEASURES AS NEEDED.

5. SEE SHEET C600 FOR EROSION CONTROL DETAILS.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

C600

DETAILS

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:

JEFFERY FLOYD

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

CITYMANAGER@CITYOFALAMO.US

October 29, 2024PLOT DATE:

OWNER:

CITY OF ALAMO

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

MAYOR@CITYOFALAMO.US

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

WHEELER

THE CITY OF ALAMO

FILE NO: 2024-09

EA

ST

R

AI

LR

OA

D

AV

E

SI

DE

W

AL

K

REVISIONS:

DR

AW

IN

G

CO

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PL

ET

ED

AN

IR

VI

NE

DATE: 10/29/2024

GDOT (TIA) COMMENTS1.

Ds1

Ds3

Ds4

Ss

Sb

Tac

Ds1

Ds3

Ds4

Sb

Tac

Ds2 Ds2

Du Du

Ss

Cs

Bf

Cs

Fl-Co Fl-Co

Bf

GEORGIA

FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES

UNIFORM CODING SYSTEM

GEORGIA SOIL AND WATER CONSERVATION COMMISSION

STRUCTURAL PRACTICES

Ch

Co

Cr Cr

Dc

Di

Dn1 Dn1

Dn2 Dn2

Fr

Ga

Gr

Lv

Rd

Re Re

Rt

Sd1

Sd2

Sd3

Rt

Sk

Sd4

Gr

Co

Sd3

Sk

Sr

St St

Su

Tc

Wt

Tr

Tp

Tc

Tp

Sr

CODE PRACTICE DETAIL DESCRIPTION CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

MAP

SYMBOL

STRUCTURAL PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

VEGETATIVE PRACTICES

Su

Spb Spb

Cd

Du DUST CONTROL ON DISTURBED AREAS

PURPOSE

A. To prevent surface and air movement of dust from exposed surfaces.

B. To reduce the presence of airborne substances which may be harmful or injurious to human health, welfare, or safety, or to animals or plant life.

Temporary Methods

1. Irrigation. This is generally done as an emergency treatment. Site is sprinkled with water until the surface is wet.

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

3. Vegetative Cover - See Ds2 - Disturbed Area Stabilization

Permanent Methods

1. Permanent Vegetation - See Ds3 - Disturbed Area Stabilization (with Permanent Vegetation)

227,000 SEED PER POUND. DENSE

COVER. VERY COMPETITIVE AND IS NOT

TO BE USED IN MIXTURES.

REMARKS

RESOURCE AREAS (3)PER

ACRE 1000 Sq.Ft.

PER

PLANTING DATES BYBROADCAST RATES (1)SPECIES

P0.9 lbs.40 lbs.

RYEGRASS, ANNUAL

ALONE

Ds2 SPECIES AND PLANTING SCHEDULE

(1) BROADCAST RATES ARE IN PURE LIVE SEED (PLS)

(2) M-L REPRESENTS THE MOUNTAIN, BLUE RIDGE, AND RIDGES AND VALLEYS MLRA'S

P REPRESENTS THE SOUTHERN PIEDMONT MLRA

C REPRESENTS SOUTHERN COASTAL PLAIN, SAND HILLS, BLACK LANDS, AND ATLANTIC COAST FLATWOODS MLRA'S

(3) DARK LINES INDICATE OPTIMUM DATES, GRAY LINES INDICATE PERMISSIBLE BUT MARGINAL DATES.

Ds3 SPECIES AND PLANTING SCHEDULE

SPECIES

APPROXIMATLY 800 SPRIGS.

A CUBIC FT. CONTAINS APPROXIMATLY 650

SPRIGS. A BUSHEL CONTAINS 1.25 C.F. OR

RATES 1/ - PLS 2/

BROADCAST

PER PER

ACRE 1000 S.F.

RESOURCE

PLANTING DATES BY RESOURCE

AREA 3/

AREAS *

BERMUDA, COMMON P

(CYNODON DACTYLON)

HULLED SEED

ALONE

WITH OTHER PERENNIALS

10 LBS. 0.2 LB.

6 LBS. 0.1 LB.

BERMUDA, COMMON P

(CYNODON DACTYLON)

UNHULLED SEED

WITH TEMPORARY COVER

WITH OTHER PERENNIALS

BERMUDA SPRIGS

(CYNODON DACTYLON)

COASTAL, COMMON,

MIDLAND, OR TIFT 44

COASTAL, COMMON,

10 LBS. 0.2 LB.

6 LBS. 0.1 LB.

40 CU. FT. 0.9 CU.FT.

OR TIFT 44

OR

SOD PLUGS 3' x 3'

P

J

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

LOW GROWING AND SOD FORMING. FULL SUN.

GOOD FOR ATHLETIC FIELDS.

PLANT WITH TALL FESCUE.

PLANT WITH WINTER ANNUALS.

SPECIFICATIONS

M-L

C

P

P

P

P

SOUTHERN COASTAL PLAIN ONLY

Ds1 DISTURBED AREA STABILIZATION (W/MULCHING ONLY)

SPECIFICATIONS

A. For temporary protection of critical areas without seeding.

This standard applies to grades or cleared areas which may be subjected to erosion for 6 months or less, where seeding may not have a suitable growing season to produce an erosion retardant cover, but which can be stabilized with a mulch cover.

Site Preparation

1. Grade, as needed and feasible, to permit the use of equipment for applying and anchoring mulch.

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

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

Mulching Materials

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

2. Wood waste, chips, sawdust or bark - spread 2 to 3 inches deep (about 6 to 9 tons per acre).

3. Erosion control matting or netting, such as excelsior, jute, textile and plastic matting and netting - applied in accordance with manufacturers recommendations.

4. Polyethylene film - secured over banks or stockpiled soil material for temporary protection.

Applying and Anchoring Mulch

1. Apply straw or hay mulch uniformly by hand or mechanically. Anchor as appropriate and feasible. It may be pressed into the soil with a disk harrow with the disk set straight or with a special "packer disk." The disk may be smooth or serrated and should be 20 inches or more in diameter and 8 to 12 inches apart. the edges of the disk should be dull enough not to cut the mulch but press it into the soil leaving much of it in an erect position.

Straw hay mulch spread with special blower-type equipment may be anchored with emulsified asphalt (Grade AE-5 or SS-1). The asphalt emulsion must be sprayed onto the mulch as it is ejected from the machine. Use 100 gallons of water per

2. Spread wood waste uniformly on slopes that are 3:1 and flatter. No anchoring is needed.

3. Commercial matting and netting. Follow manufacturer's specification included with the material.

B. To conserve moisture and control weeds in nurseries, ornamental beds, around shrubs, and on bar areas on lawns.

Mulching Materials Use one of the materials given below and apply at thickness indicated.

Material Depth

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

2. Pine needle 4" to 6"

3. Wood waste (sawdust, bark, chips) 4" to 8"

4. Shredded residues (crops, leaves, etc.) 4" to 8"

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

When using organic mulches, apply 20-30 pounds of nitrogen in addition to the normal amount needed for plant growth to offset the tie up of N by decomposition of mulch.

2 Tons

RATE

PER ACRE

2.5 Tons

500 lbs.

1000 lbs.

3 Tons

500 lbs.

1000 lbs.

3 inches thick

See DOT specs.

TYPE OF MULCH NOTES

Dry straw

Dry hay

Wood Cellulose

Wood Pulp Fiber

Sericea Lespedeza Hay

Pine Straw or Bark

Bituminous treated roving

Free of weed seeds

Free of weed seeds

Slope less than 3/4:1 Slope greater than 3/4:1

Slope less than 3/4:1 Slope greater than 3/4:1

Containing mature seeds

For bedding Not for seeding

Use on slopes, in ditches, or dry waterways.

1. Mulching is not required for temporary grassing.

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

3. Sod does not require mulch.

MULCHING RATES FOR PERMANENT COVER

FERTILIZER REQUIREMENTS

TYPE OF

SPECIES

YEAR

ANALYSIS OR

EQUIVALENT

RATE

N

TOP DRESSING RATE

LIME

APPLICATION

Cool Season Grasses

Cool Season Grasses and Legumes

Ground Covers

Pine Seedings

Shrub Leapedeza

Temporary Cover Crops Seeded Clone

Warm Season Grasses

Warm Season Grasses and Legumes

First Second Maintenance

First Second Maintenance

First Second Maintenance

First

First Maintenance

First

First Second Maintenance

First Second Maintenance

6 - 12 - 12 6 - 12 - 12 10 - 12 - 12

6 - 12 - 12 0 - 10 - 10 0 - 10 - 10

10 - 10 - 10 10 - 10 - 10 10 - 10 - 10

20 - 10 - 5

0 - 10 - 10 0 - 10 - 10

10 - 10 - 10

6 - 12 - 12 6 - 12 - 12 10 - 10 - 12

6 - 12 - 12 0 - 10 - 12 0 - 10 - 12

1500 lbs/ac 1000 lbs/ac 400 lbs/ac

1500 lbs/ac 1000 lbs/ac 400 lbs/ac

1500 lbs/ac 1000 lbs/ac 400 lbs/ac

1500 lbs/ac 1000 lbs/ac 400 lbs/ac

1500 lbs/ac 800 lbs/ac 400 lbs/ac

500 lbs/ac

700 lbs/ac 700 lbs/ac 4* one 21-gram pallet per seeding placed in the closing hole

2000 lbs/ac

2000 lbs/ac

2000 lbs/ac

2000 lbs/ac

50 - 100 lbs/ac 1*2*

0 - 50 lbs/ac 1*

50 - 100 lbs/ac 2*6* 50 - 100 lbs/ac 2*6* 30 lbs/ac

50 lbs/ac 6*

30 lbs/ac 5*

1. Apply in spring following seeding.

2. Apply in split applications when high rates are used.

3. Apply in 3 split applications.

4. Apply when plants are pruned.

5. Apply to grass species only.

6. Apply when plants grow to height of 2 to 4 inches.

CONCRETE

WASHOUT

LETTERS A MINIMUM OF 5" IN HEIGHT

CONCRETE WASHOUT SIGN DETAIL

STAKE (TYP.)

STRAW BALE

(TYP.)

VA

RI

ES

' M

IN

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

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.

10 MIL PLASTIC

LINER

F M A M J J A S O N D

J F M A M J J A S O N D

J F M A M J J A S O N D

J F M A M J J A S O N D

SIDE VIEW

FRONT VIEW

FILTER FABRIC SILT FENCE

(AMOCO CEF-2019)

EXISTING GROUND

CONCRETE WASHOUT

SILT FENCE - TYPE NON-SENSITIVE

SECTION B-B

CURB INLET FILTER "PIGS IN BLANKET"

PLAN

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 GaSWCC (Amended - 2013)

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, gravel, 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 An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.

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 permanent or temporary stone filter dam installed across small streams or drainageways.

AutoCAD SHX Text A structure to convert concentrated flow of water into less erosive sheet flow. This should be constructed only on undisturbed soils.

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 B

AutoCAD SHX Text B

AutoCAD SHX Text

10' MIN.

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

%%UNOTES:

AutoCAD SHX Text

1. INSTALL FILTER AFTER ANY

AutoCAD SHX Text

ASPHALT PAVEMENT INSTALLATION.

AutoCAD SHX Text

2. WRAP 8" CONCRETE BLOCKS IN

AutoCAD SHX Text

FILTER FABRIC AND SPAN ACROSS

AutoCAD SHX Text

CATCH BASIN INLET.

AutoCAD SHX Text

3. FACE OPENINGS IN BLOCKS

AutoCAD SHX Text

OUTWARD.

AutoCAD SHX Text

4. LEAVE A GAP OF APPROXIMATELY

AutoCAD SHX Text

4 INCHES BETWEEN THE CURB

AutoCAD SHX Text

AND THE FILTERS TO ALLOW FOR

AutoCAD SHX Text

OVERFLOW TO PREVENT

AutoCAD SHX Text

HAZARDOUS PONDING.

AutoCAD SHX Text

5. INSTALL OUTLET PROTECTION

AutoCAD SHX Text

BELOW STORM DRAIN OUTLETS.

AutoCAD SHX Text

8" CONCRETE BLOCKS

AutoCAD SHX Text

WRAPPED IN FILTER FABRIC

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

CURB APRON (GUTTER)

AutoCAD SHX Text

CURB

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

8" CONCRETE

AutoCAD SHX Text

BLOCK WRAPPED

AutoCAD SHX Text

IN FILTER FABRIC

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

8" CONCRETE BLOCK

AutoCAD SHX Text

WRAPPED IN FILTER FABRIC

AutoCAD SHX Text

CURBING

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text B

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text B

Sd2-P

C601

DETAILS

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:

JEFFERY FLOYD

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

CITYMANAGER@CITYOFALAMO.US

October 29, 2024PLOT DATE:

OWNER:

CITY OF ALAMO

5 WEST MAIN STREET

ALAMO, GA 30411

(912) 568-7153

MAYOR@CITYOFALAMO.US

DESIGN PROFESSIONAL:

MARCUS E. SACK

GSWCC LEVEL II # 70248

EXPIRES: 06/14/2026

MARCUS@MESACK.COM

WHEELER

THE CITY OF ALAMO

FILE NO: 2024-09

EA

ST

R

AI

LR

OA

D

AV

E

SI

DE

W

AL

K

REVISIONS:

DR

AW

IN

G

CO

M

PL

ET

ED

AN

IR

VI

NE

DATE: 10/29/2024

GDOT (TIA) COMMENTS1.

STAIR DETAIL

N.T.S.

3"

RISER HEIGHT (IN.) # OF RISERS

SECTION

PLAN

6"

6" CONCRETE SIDE WALLS

10'-0" STAIR WIDTH

STAIRCASE # (PER PLANS)

#1

#2

#3

7-1/4"

6-1/2"

7-3/4"

4"

JOINT SPACING

EQUAL TO

WIDTH

VARIES

CURB AND GUTTER

CONSTRUCTION JOINT DEPTH SHALL BE 1/4

OF THE SLAB THICKNESS AND 1/8" WIDE AND SHALL BE SAWED OR

TROWELED WITHIN 24 HOURS OF POURING.

1/2" THICK EXPANSION JOINT FILLER

SHALL BE PLACED A MAXIMUM OF 20'

INTERVALS AND AT ALL INTERSECTIONS

W/STEPS, CURBS, OR ANY OTHER

WALKS ABUTTING STRUCTURES.

FINAL FINISH SHALL BE MEDIUM TO LIGHT BROOM FINISH

AND UNIFORM EXCEPT 6" EDGE WITH SMOOTH

TROWEL FINISH. ALL EDGES

3,000 LB CONCRETE

W/FIBERMESH

COMPACTED BASE

100% MODIFIED PROCTOR

CONSTRUCTION JOINTS

SURFACE EDGES SHALL BE

ROUNDED TO APPROXIMATELY

1/4" RADIUS.

1/4"/FT. SLOPE TO

ROADWAY

S S

4"

MIN.

1/4" / FT. SLOPE

PROFILE (UPPER CONCRETE LEVEL & ROADSIDE SIDEWALK)

PLAN (ROADSIDE SIDEWALK)

SECTION (ROADSIDE SIDEWALK)

CONSTRUCTION JOINTS

TYPICAL SIDEWALK DETAIL

N.T.S.

6'

6"

8"

4"

4.

5"

NOTE: BUMPER TO BE 4500 PSI CONCRETE

WITH 2 #4 REBAR REINFORCEMENT.

SECURE WITH 1" DIA G.I. PIPE @ EA END

DRIVEN INTO GROUND.

PARKING BUMPER

N.T.S.

A

D

BASE

T.O.F. ELEV. VARIES

(SEE PLANS)

RETAINING WALL SCHEDULE

CONCRETE DIMENSIONS (FT. & IN.) REINFORCEMENT

H A C BASE D A-BARS B-BARS C-BARS D-BARS

SECTION AT DUMPSTER

RETAINING WALL

N.T.S.

<2'-0" 10" 2'-6" 1'-0" #4 @ 18" #4 @ 18"

3"

C-BARS

#4 @ 18" O.C.

VERTICAL

3"

(1) #4 O.C.

HORIZONTAL

1 1/2" DIA. PVC

WEEPS AT 48" O.C.

3"

FREE DRAINING

BACKFILL AT 45°

ANGLE FROM

BASE OF WALL

A-BARS

#4 @ 18" O.C.

VERTICAL

DOWELS TO

MATCH VERT.

SOIL BACKFILL

H/2

T.O.F. ELEV. VARIES

(SEE PLANS)

H, HEIGHT VARIES

(SEE PLANS)

6" MIN. COMPACTED BASE

100% MODIFIED PROCTOR

3"

3,500 LB CONCRETE

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 4"R

AutoCAD SHX Text

CONCRETE SLAB

AutoCAD SHX Text

WITH 4" INSERTS IN

AutoCAD SHX Text

1 1/2" PIPE RAILING

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 4"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text No. 5 REBARS

AutoCAD SHX Text 6 x 6 x 4/4 GA.

AutoCAD SHX Text 4"

AutoCAD SHX Text

WITH STUDS

AutoCAD SHX Text

METAL NOSINGS

AutoCAD SHX Text 1"

AutoCAD SHX Text 2'-10"

AutoCAD SHX Text

RISERS PER PLAN

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 5"

AutoCAD SHX Text 1'-0"

TREADS AT 1'-0" = SEE PLANS