2025_0122_CCWA_TaraBlvdStormDrainRehabVol3of3.pdf

PDF 20 MB Posted Jan 23, 2025

Attached to: 2025-SW-01 Tara Blvd. Storm Drain Rehabilitation
Solicitation number: PE-63125-NONST-2025-000000043
Issued by: Clayton County, Georgia

About this file

Written by GovTribe AI · Jan 27, 2025

This is a set of construction drawings prepared by Jacobs Engineering Group for Clayton County Water Authority detailing a storm drain rehabilitation project at 8405 Tara Boulevard in Jonesboro, Georgia. The project involves removing a failed storm pipe and re-grading to create a natural flow channel, with connection to an existing storm structure via a short section of box culvert. The work includes demolition of existing structures, installation of 41 linear feet of 8'x8' box culvert at 0% grade, erosion control measures, and installation of a 6-foot high ornamental fence. The total site area is 1.86 acres with 1.44 acres of disturbed area. The drawings are marked as "Issued for Bid" and dated January 2025.

The project requires extensive erosion and sediment control measures including silt fences, check dams, and inlet protection devices. The site contains steep slopes of 6-10% adjacent to the property and 60-70% along the creek bed, requiring specific stabilization techniques. The project area drains to the Flint River and requires monitoring of upstream and downstream water quality during construction. The drawings indicate that Clayton County Water Authority has a public nuisance abatement issued by the Jonesboro Municipal Court allowing access to the property to address the storm drain issue. Kevin Osbey is listed as the 24-hour contact with phone number (770) 961-2130 x5504.

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Other files

File	Type	Posted
2025_0122_CCWA_TaraBlvdStormDrainRehabVol2of3.pdf	PDF	Jan 23, 2025
2025_0122_CCWA_TaraBlvdStormDrainRehabVol1of3.pdf	PDF	Jan 23, 2025
2025_SW_01 ADD 1.pdf	PDF	Jan 23, 2025

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PLOT DATE:

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JANUARY 2025

VICINITY MAP

NTS

LIMIT OF

DISTURBANCE

PROJECT

AREA

JANUARY 2025

TARA BOULEVARD

STORM DRAIN

REHABILITATION

10 TENTH STREET NW, SUITE 1400

ATLANTA, GA 30309 | T (404) 978-7600

NORTH

PROJECT DESCRIPTION:

1. THIS PROJECT IS LOCATED AT 8405 TARA BOULEVARD IN LAND LOTS 242 OF THE 4th DISTRICT, CITY OF

JONESBORO, CLAYTON COUNTY, GA.

2. THE PROPOSED DEVELOPMENT INVOLVES THE REMOVAL OF A FAILED STORM PIPE AND RE-GRADING TO CREATE A NATURAL FLOW CHANNEL. CONNECTION TO EXISTING STORM STRUCTURE WILL BE MADE BY A

SHORT SECTION OF BOX CULVERT.

3. THE FLOODPLAIN LIMITS SHOWN ON THE DRAWINGS ARE FROM GA DFIRM FLOOD MAPS. THE RELEVANT FEMA

FIRM PANEL IS NO. 13063C0088F DATED JUNE 7, 2017.

4. THERE ARE NO WETLANDS LOCATED ON OR WITHIN 200 FEET OF THE PROJECT SITE.

5. THE ARE NO STATE WATERS WITHIN THE PROJECT AREA AS PER CORRESPONDENCE WITH GAEPD. DUE TO

THE ONGOING EROSION, THERE IS NO WRESTED VEGETATION WITHIN THE PROPOSED AREA OF

DISTURBANCE.

PROJECT GENERAL NOTES:

A. THE PERSON ULTIMATELY RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL PRACTICES ON THIS SITE AND WHO IS TO BE CONTACTED IN THE EVENT OF A STOP WORK ORDER, IS: KEVIN OSBEY WITH PHONE #(770) 961-2130 x5504.

B. AREAS USED AS BURIAL PITS DURING DEVELOPMENT MUST BE LOCATED OUTSIDE THE RIGHT-OF-WAY AND ARE TO BE LOCATED AND IDENTIFIED ON THE FINAL PLAT. GEORGIA DNR EPD REQUIREMENTS ARE TO BE MET:

“NO PORTION OF WASTE DISPOSAL SHALL BE LOCATED WITHIN 100 LINEAR FEET OF ANY PROPERTY LINE OR

ENCLOSED STRUCTURE”.

C. ANY REVISION TO THE PLANS AFTER THE INITIAL SUBMITTAL, OTHER THAN THE RESPONSE TO THE PLAN REVIEW COMMENTS, WILL BE INDICATED ON REVISIONS AND SUBMITTED WITH A WRITTEN EXPLANATION OF

THE REVISIONS AND THE REASONS.

D. ANY VARIATIONS FROM THE PERMITTED PLANS, CHANGES IN DESIGN RESULTING FROM FIELD CONDITIONS, OR SUBSTITUTION OF CONSTRUCTION MATERIALS ARE TO BE REVIEWED AND APPROVED BY THE

RESPONSIBLE DESIGN ENGINEER AND CLAYTON COUNTY LAND DEVELOPMENT.

E. PLANS ARE REVIEWED IN GENERAL. SPECIFIC DETAILS AND CALCULATIONS MAY NOT BE CHECKED. THE ENGINEERS STAMP AND SIGNATURE GUARANTEES THE ACCURACY OF THE CALCULATIONS AND DESIGN. PLAN APPROVAL DOES NOT OBLIGATE THE COUNTY TO ACCEPT THE WORK, NOR DOES IT RELIEVE THE DEVELOPER AND / OR ENGINEER FROM COMPLIANCE WITH ANY OTHER COUNTY, STATE OR FEDERAL ORDINANCES AND LAWS. PLAN APPROVAL DOES NOT RELIEVE THE DEVELOPER FROM THE RESPONSIBILITY FOR DAMAGES TO

ADJACENT OR DOWNSTREAM PROPERTY RESULTING FROM THIS DEVELOPMENT.

OWNER/DEVELOPER:

CLAYTON COUNTY WATER AUTHORITY

1600 BATTLE CREEK ROAD

MORROW, GEORGIA 30260

PHONE: (770) 961-2130

DESIGN PROFESSIONAL:

JACOBS ENGINEERING GROUP INC.

10 TENTH STREET, N.W.

ATLANTA, GEORGIA 30309

PHONE: (404) 978-7439

CONTACT: PAUL PURCELL, P.E.

LEVEL II #18856

24-HOUR CONTACT:

CONTACT: KEVIN OSBEY

PHONE: (770) 961-2130 x5504

AREA SUMMARY:

DISTURBED AREA: 1.44 AC

NEW IMPERVIOUS AREA: 0.00 AC

NORTH

PROJECT DATA

ZONING C2

PROPOSED BUILDING SF NA

REQUIRED PARKING SPACES

(INDUSTRIAL AND ACCESSORY

OFFICES)

PROVIDED PARKING SPACES NA

SITE

FIRM MAP

NTS

LOCATION MAP

NTS

Sheet List Table Sheet Number Sheet Title

G-01 COVER SHEET

G-02 NOTES AND LEGEND

V-00 EXISTING CONDITIONS

CM-101 DEMOLITION PLAN

CU-101 GRADING AND DRAINAGE PLAN

CU-201 UTILITY PROFILE

CU-501 CONSTRUCTION DETAILS

CU-502 CONSTRUCTION DETAILS

CE-101 INITIAL EROSION CONTROL PLAN

CE-102 FINAL EROSION CONTROL PLAN

CE-401 EROSION CONTROL NOTES

CE-402 EROSION CONTROL NOTES

CE-403 EROSION CONTROL NOTES

CE-404 EROSION CONTROL NOTES

CE-501 EROSION CONTROL DETAILS

CE-502 EROSION CONTROL DETAILS

CE-503 EROSION CONTROL DETAILS

CE-504 EROSION CONTROL DETAILS

ISSUED FOR BID

VOLUME 3 OF 3

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1:10 PM2024-12-23G-02 SITE LEGEND AND NOTES

EXISTING NEW

- IRON PIN FOUND 1/2" REBAR UNLESS

NOTED OTHERWISE

- BUILDING/STRUCTURE

- STRUCTURE OR PAVEMENT TO

BE DEMOLISHED

- PAVING

HEAVY DUTY ASPHALT

PAVING

- ASPHALT PAVING PER CLAYTON

COUNTY STANDARD SECTION

- CONCRETE PAVING

- GRAVEL PAVING

- CONC. SIDEWALK

- INTERMEDIATE CONTOURS

- PROMINENT CONTOURS

- DROP INLET

- JUNCTION BOX

- DOUBLE WING CATCH

BASIN (DWCB)

- SINGLE WING CATCH BASIN

(SWCB)

- WEIR INLET

- FLARED END SECTION

- YARD INLET

- STORM MANHOLE

- SANITARY SEWER

MANHOLE

- CLEANOUT

- YARD HYDRANT

- FIRE HYDRANT

- WATER VALVE

- WATER METER

- THRUST BLOCKING

- GAS METER

- IRRIGATION VALVE

- GAS VALVE

- LAND LOT NUMBER

- 1/2" REBAR SET

- BENCHMARK

- TEMPORARY BENCHMARK

- SOIL BORING

- BOLLARD

- SIGN

- RR CROSSING

- FENCE

- TREE LINE

- RETAINING WALL

- GUARD RAIL

- TRAFFIC FLOW & PAVEMENT

MARKING

- HANDICAP RAMP

- HANDICAP PARKING SPACE

- MAILBOX

- SHRUB

- TREE

- SWAMP/WETLAND

- ELECTRIC DUCT BANK

- ELECTRICAL MANHOLE

- TRANSFORMER PAD

- LIGHT POLE

- OVERHEAD ELECTRIC LINE

- BURIED ELECTRIC LINE

- UTILITY POLE

- GUY POLE

- GUY WIRE

- TELEPHONE MANHOLE

- SPOT ELEVATION

- GAS LINE

- STORM SEWER LINE

- SANITARY SEWER LINE

- STEAM LINE

- CABLE TELEVISION LINE

- BURIED TELEPHONE LINE

- WATER LINE

- PROPERTY BOUNDARY LINE

- LAND LOT LINE

- CREEK LINE

UEUE

EXISTING NEW

CIVIL LEGEND GENERAL SITE NOTES:

1. LOCATIONS OF EXISTING FACILITIES AND UTILITIES ARE TAKEN FROM THE SURVEY

PERFORMED BY ACCURA, DATED 11/28/22. THE CONTRACTOR IS RESPONSIBLE FOR

FIELD VERIFICATION OF ALL UNDERGROUND UTILITY LINES, PIPES, VAULTS, OR BOXES

PRIOR TO COMMENCING WORK.

2. HORIZONTAL DATUM: NAD83

3. VERTICAL DATUM: NAVD88

4. CONTRACTOR SHALL VERIFY PROJECT LIMITS PRIOR TO COMMENCING WORK.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF UTILITY LOCATION

THROUGHOUT PROJECT.

6. ANY DAMAGE INCURRED TO ANY EXISTING UTILITY ELEMENTS SHALL BE REPAIRED

PROPERLY AND IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER.

7. ANY AND ALL DAMAGE TO EXISTING PLANT MATERIAL OR HARDSCAPE ELEMENTS THAT

ARE TO REMAIN, I.E. CURBS, ROADS, WALLS, FENCES, TREES, SHRUBS, ETC., SHALL BE

REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.

8. CONTRACTOR SHALL NOT WILLINGLY PROCEED WITH CONSTRUCTION WHEN IT IS

OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR DIFFERENCES EXIST THAT MAY NOT

HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY

BROUGHT TO THE ATTENTION OF THE OWNER. THE CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH

NOTIFICATION.

9. CONTRACTOR SHALL BRING ANY DISCREPANCIES IN PLAN, SITE CONDITIONS AND

PRIOR WORK TO THE OWNER'S ATTENTION BEFORE ANY ADDITIONAL WORK IS

PERFORMED.

10. THE CONTRACTOR AND SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO

SUBMITTING BIDS.

11. STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S

TRAILERS AND ON-SITE STORAGE OF MATERIALS.

12. CONTRACTOR SHALL REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL DEBRIS. NO

RUBBISH OR DEBRIS SHALL BE BURNED ON THE SITE.

13. THE FLOODPLAIN LIMITS SHOWN ON THE DRAWINGS ARE FROM GA DFIRM PRELIMINARY

FLOOD MAPS. THE RELEVANT FEMA FIRM PANEL IS NO. 13063C0132E DATED

SEPTEMBER 5, 2007.

14. PROVIDE TEMPORARY FENCING AS NECESSARY TO MAINTAIN SECURITY AT ALL TIMES.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION

CONTROL DEVICES DURING CONSTRUCTION AS PER THE APPROVED EROSION,

SEDIMENTATION, AND POLLUTION CONTROL PLANS.

STAKING NOTES:

1. COORDINATES AND DIMENSIONS SHOWN FOR ROADWAY IMPROVEMENTS ARE TO FACE

OF CURB, EDGE OF PAVEMENT, OR CENTERLINE OF ROAD.

2. 5' TYPICAL RADIUS UNLESS NOTED OTHERWISE.

3. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS,

AND STAKES WHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO

PRODUCE THE SAME LEVEL OF ACCURACY AS THE ORIGINAL MONUMENT(S) IN A TIMELY

MANNER, AND AT THE CONTRACTOR'S EXPENSE.

DEMOLITION NOTES:

1. CONTRACTOR TO PROVIDE AND MAINTAIN NECESSARY FENCES, BARRICADES, LIGHTS,

SIGNS AND OTHER TRAFFIC CONTROL MEASURES AS REQUIRED FOR THE PROTECTION

AND SAFETY OF THE PUBLIC THROUGHOUT THE DEMOLITION AND CONSTRUCTION

ACTIVITIES ON THE SITE.

2. SITE FEATURES (I.E. PAVING, CURB & GUTTER, BUILDINGS) SHOWN IN DASHED LINE

TYPE ARE PART OF ABANDONED TREATMENT PLANT. MOST FEATURES WERE

PREVIOUSLY DEMOLISHED UNDER SEPARATE CONTRACT TO 3 FEET BELOW FINAL

GRADE. SOME UNDERGROUND COMPONENTS, SUCH AS BUILDING/STRUCTURE

FOUNDATIONS, MAY REMAIN.

3. THE CONTRACTOR SHALL DEMOLISH AND REMOVE ALL EXISTING BUILDINGS,

PAVEMENT, UTILITIES, EQUIPMENT, ETC., NOTED TO BE REMOVED WITHIN THE

DEMOLITION LIMITS AS SHOWN ON THE DEMOLITION PLAN.

4. ALL EXISTING PIPE TO BE ABANDONED SHALL BE CUT, AND PLUGGED OR CAPPED AT

EACH END. WHERE EXISTING PIPING INTERFERES WITH NEW PIPING OR

CONSTRUCTION, IT SHALL BE REMOVED BEYOND THE LIMITS REQUIRED FOR THE

PROPER COMPLETION OF THE WORK AND THE OPEN ENDS PLUGGED OR CAPPED

UNLESS OTHERWISE SHOWN. LINES SHALL BE PLUGGED OR CAPPED AT LEAST

12-INCHES BEHIND OR BELOW FINISH BUILDING SURFACE AND AT LEAST 12-INCHES

BELOW PROPOSED GRADE SURFACE.

DEMOLITION NOTES (CONTINUED)

5. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY LINES, PIPES,

VAULTS, OR BOXES PRIOR TO COMMENCING WORK. ANY DAMAGE INCURRED TO ANY

EXISTING UTILITY ELEMENTS DESIGNATED TO REMAIN SHALL BE REPAIRED PROPERLY

AND IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER.

6. ABANDONED UTILITIES OR UNDERGROUND UTILITIES SERVING OR CROSSING THE

PREMISES MAY EXIST THAT ARE NOT SHOWN ON THE DRAWING. THE CONTRACTOR

SHALL FIELD VERIFY ALL EXISTING UTILITIES ON SITE PRIOR TO THE START OF ANY

WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING

UTILITIES THAT OCCURS DURING CONSTRUCTION.

7. UTILITIES SHOWN ARE IN PART COMPILED FROM VARIOUS RECORD DRAWINGS

PROVIDED BY THE OWNER. UTILITIES MAY EXIST THAT ARE NOT SHOWN AS PART OF

THIS COMPILATION. SOME UTILITIES SHOWN MAY HAVE BEEN PARTIALLY OR

COMPLETELY DEMOLISHED UNDER SEPARATE CONTRACT.

8. ALL UNDERGROUND UTILITIES WITHIN BUILDING FOOTPRINT SHALL BE REMOVED.

9. ALL UNDERGROUND UTILITIES 6 INCHES OR LARGER LOCATED WITHIN THE LIMIT OF

DISTURBANCE AND HAVING 3 FT OF COVER OR LESS SHALL BE REMOVED.

10. CONTRACTOR SHALL STRIVE TO MAXIMIZE ALL RECYCLABLE MATERIALS AND

DESIGNATE A STOCKPILE AREA ON SITE TO BE APPROVED BY THE OWNER, FOR ALL

MATERIALS.

11. CONTRACTOR TO RESTORE ALL IMPACTED STREET PAVEMENT MARKINGS TO THEIR

ORIGINAL CONDITION.

12. ALL MATERIALS GENERATED BY THE DEMOLITION ARE TO BE DISPOSED OF BY THE

CONTRACTOR AT A LICENSED OFFSITE FACILITY.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO ANY

BUILDING, STRUCTURE OR UTILITY NOT INTENDED FOR DEMOLITION. THE CONTRACTOR

SHALL RESTORE ANY DAMAGED FACILITY TO CONDITION PRIOR TO THE ERRANT

DEMOLITION OPERATIONS.

14. THE CONTRACTOR SHALL INSTALL ALL INITIAL EROSION AND SEDIMENTATION CONTROL

MEASURES PRIOR TO DEMOLITION OPERATIONS BEGINNING.

15. SEE EROSION CONTROL PLAN FOR TREE PROTECTION.

GRADING NOTES:

1. CONTRACTOR SHALL NOT WORK FILL MATERIALS DURING UNFAVORABLE WEATHER

CONDITIONS. CONTRACTOR SHALL NOT PERMIT EQUIPMENT TO BE USED IN SUCH A

MANNER AS TO CAUSE EQUIPMENT TO EXCESSIVELY BUMP OR RUT THE SUBGRADE OR

OTHER PREPARED AREAS.

2. CONTRACTOR SHALL GRADE IN A MANNER TO ESTABLISH LONG SMOOTH GRADIENTS IN

ORDER TO REDUCE ABRUPT CHANGES, DIPS AND SHARP TRANSITIONS IN THE FINISHED

GRADE.

3. CONTRACTOR SHALL STRIP ALL TOPSOIL AND ORGANIC MATTER FROM AREAS TO BE

DISTURBED. ALL UNSUITABLE MATERIAL TO BE REMOVED FROM SITE AS DIRECTED BY

OWNER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE ON

GRADED SURFACE AREAS AT 1% MINIMUM ON HARDSCAPE AT 2% MINIMUM ON GRADE

UNLESS OTHERWISE INDICATED.

5. EROSION CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO ANY OTHER

CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL PERMANENT GROUND COVER IS

ESTABLISHED.

6. MAXIMUM CUT OR FILL SLOPES ARE 3 HORIZONTAL TO 1 VERTICAL.

7. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.

8. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN.

9. ALL DISTURBED AREAS NOT RECEIVING A SURFACE SHALL BE COVERED IN GRASS.

10. CONTRACTOR TO FURNISH ASBUILT STORM DRAIN SYSTEM INCLUDING LOCATION, SIZE,

AND INVERT ELEVATIONS.

- LIMIT OF DISTURBANCE

DRDR - SANITARY SEWER DRAIN LINE

FLOOD FLOOD FLOOD - ANTICIPATED FLOODPLAIN LOCATION

UNDER CURRENT FEMA UPDATE

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- HEAVY DUTY ASPHALT

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CONC S/W

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18" RCP

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8" PVC

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TBM

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PKNAIL

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20' 40'

PLOT DATE:

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FLOOD HAZARD AR LIMITS

PER FEMA FIRMETTE

PANEL 13063C0088F

FLOOD HAZARD AR LIMITS

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PANEL 13063C0088F

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AutoCAD SHX Text 851.09

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BILLBOARD

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SSMH=844.09

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FILLED WITH WATER

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N/F LOOP SOUTHSIDE PROPERTIES LLC TAX PARCEL #13242B A017 DB 11454 PG 12

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N/F ENDLESS SOLUTIONS INC TAX PARCEL #13242B A018 DB 12748 PG 217

AutoCAD SHX Text N/F JOSEPH A JR & GLADYS F GRIMAUD TAX PARCEL #13239D B022 TAX PARCEL #13239D B023

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LAND LOT 239

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SSMH=842.39 IE IN(E)=829.29 IE IN(SE)=831.19 IE OUT=829.27

AutoCAD SHX Text

SSMH=848.36 IE IN(SE)=835.06 IE IN(S)=834.96 IE OUT=834.56

AutoCAD SHX Text W

AutoCAD SHX Text P

AutoCAD SHX Text

FDC

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FFE=855.05

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SSMH=854.75 IE=NOT OBTAINED

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HISTORIC SIGN

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SIGN

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SIGN

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SIGN

AutoCAD SHX Text

CONCRETE SIDEWALK

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BRICK PAVERS

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BRICK PAVERS

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SDMH=854.39 IE IN=847.69 TOP OF H20=837±BOTTOM(DIRT/DEBRIS)=829.4±

AutoCAD SHX Text

<-24"RCP

AutoCAD SHX Text

SDMH/DWCB=857.97 IE IN=851.97 IE OUT=850.92

AutoCAD SHX Text

<-18"RCP

AutoCAD SHX Text

SR 3/US 19/41

AutoCAD SHX Text

CMP REMNANT ELEVATION=827±

AutoCAD SHX Text

<-6'X8.5'CMP (PER PROVIDED SITE PLAN)

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SSE 20' PER PROVIDED SITE PLAN

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SSE 20' PER PROVIDED SITE PLAN

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SHED

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1-STORY BRICK

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ASPHALT

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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GATE

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GATE

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DI=850.81 IE OUT=846.28

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<-12"RCP

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DECK

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GRAVEL DRIVEWAY

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1/2" REBAR

3/4" OTP

25' STREAM BUFFER

REMOVE EXISTING 112" X 75"

CORRUGATED ARCH PIPE ALONG

ESTABLISHED CREEK AS SHOWN

ON CU-101

REMOVE EXISTING

ASPHALT FOR PIPE

INSTALLATION

REMOVE EXISTING

CONCRETE PAD

REMOVE EXISTING

ASPHALT PAVEMENT

REMOVE EXISTING

CURB & GUTTER

REMOVE EXISTING

INFILTRATION TRENCH BMP

INCLUDING 2 - 1' THICK, 15'

LONG AND APPROXIMATELY

4' DEEP CONCRETE WALLS

REMOVE EXISTING STRUCTURE

AND REPLACE WITH A NEW

STRUCTURE AS SHOWN ON

CU-101

EXISTING SITE SECURITY FENCE TO

REMAIN. CONTRACTOR TO PROVIDE

ADDITIONAL MEASURES AS NEEDED

TO SECURE THE WORK AREA.

REMOVE ABANDONED

SANITARY SEWER TO THIS

POINT. (PLUG OPEN END)

EXISTING SANITARY SEWER

TO BE MAINTAINED.

EXISTING BUILDING AND

LOADING DOCK TO BE

REMOVED

REMOVE LESLIE POOL SIGN

REMOVE EXISTING

CONCRETE PAVEMENT

REMOVE EXISTING

CONCRETE PAVEMENT

EXISTING STORM

DRAIN TO REMAIN

X X

TEMPORARY SECURITY

FENCE

TEMPORARY SECURITY

FENCE

APPROXIMATE EXTENT OF

PAVEMENT TO PROPERTY LINE

(THIS AREA WAS NOT

INDICATED ON THE SURVEY)

PLANTER

APPROXIMATE EXTENT OF

PAVEMENT TO PROPERTY LINE

(THIS AREA WAS NOT

INDICATED ON THE SURVEY)

LIMIT OF PAVEMENT

REMOVAL

EXISTING 8x6.5 STORM

SEWER TO BE REMOVED.

PLOT DATE: PLOT TIME:

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FILENAME:J:\EEXJ6937\500.DESIGN\410.CAD\712SHTS

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PLOT DATE:

EEXJ6937

CM-101

N D

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1:10 PM2024-12-23CD-100 DEMOLITION PLAN

N P

00 20' 40'

N D

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DEMOLITION NOTES

1. THE CONTRACTOR SHALL SUBMIT A DETAILED DEMOLITION PROCEDURE TO

THE OWNER FOR APPROVAL AT LEAST 10 DAYS BEFORE DEMOLITION IS TO

BEGIN. THE DEMOLITION PROCEDURE SHALL INCLUDE A DETAILED

DESCRIPTION OF THE METHODS AND EQUIPMENT TO BE USED FOR EACH

OPERATION AND THE SEQUENCE OF WORK. THE DEMOLITION PROCEDURES

SHALL PROVIDE FOR SAFE CONDUCT OF WORK AND THE PROTECTION OF

PROPERTY WHICH IS TO REMAIN UNDISTURBED AND COORDINATION WITH

OTHER WORK OR OPERATIONS THAT MAY BE IN PROGRESS. METHODS AND

SCHEDULING OF DEMOLITION ACTIVITIES MUST BE APPROVED BY THE OWNER.

2. LOCATIONS OF EXISTING FACILITIES AND UTILITIES ARE TAKEN FROM THE

SURVEY PERFORMED BY ACCURA ENGINEERING, DATED 11/28/22. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING

UTILITIES.

3. THE CONTRACTOR SHALL DEMOLISH AND REMOVE THE EXISTING BUILDING,

SLAB, PAVEMENT, UTILITIES, EQUIPMENT, ETC. NOTED TO BE REMOVED

WITHIN THE DEMOLITION LIMITS AS SHOWN ON THIS PLAN.

4. CONTRACTOR TO PROVIDE AND MAINTAIN NECESSARY FENCES, BARRICADES,

LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL MEASURES AS REQUIRED FOR

THE PROTECTION AND SAFETY OF THE PUBLIC THROUGHOUT THE

DEMOLITION AND CONSTRUCTION ACTIVITIES ON THE SITE.

5. CONTACTOR SHALL MINIMIZE THE IMPACT OF CONSTRUCTION ACTIVITIES ON

THE TRAFFIC FLOW TO SURROUNDING BUSINESSES.

6. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO THE START OF

DEMOLITION ACTIVITIES.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EXISTNG

SERVICE CONNECTIONS FROM THE BUILDING AND PERMANENTLY CAPPING

UTILITIES TO BE REMOVED WHERE REQUIRED IN ACCORDANCE WITH THE

REQUIREMENTS OF THE UTILITY COMPANIES CONCERNED.

8. CONTRACTOR SHALL SAWCUT TO FULL PAVEMENT, SIDEWALK AND CURB AND

GUTTER DEPTH AT THE LIMIT OF DEMOLITION FOR REMOVAL OF PAVEMENT,

SIDEWALK AND CURB AND GUTTER.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO

ANY ADJACENT AREA NOT INTENDED FOR DEMOLITION. THE CONTRACTOR

SHALL RESTORE ANY DAMAGED AREA TO PRE-CONSTRUCTION CONDITIONS.

10. ALL SALVAGEABLE METAL MATERIALS SHALL REMAIN PROPERTY OF THE

OWNER AND SHALL BE CLEANED AND STORED ON THE OWNER'S PROPERTY

AS DIRECTED BY THE OWNER.

11. NO DEBRIS FROM SITE DEMOLITION SHALL BE BURIED ON SITE. ALL MATERIAL

GENERATED FROM DEMOLITION OPERATION SHALL BE PROPERLY DISPOSED

OF OFFSITE.

12. THE CONTRACTOR SHALL INSTALL ALL INITIAL EROSION AND SEDIMENTATION

CONTROL MEASURES PRIOR TO DEMOLITION OPERATIONS BEGINNING.

D R

G S

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text

AutoCAD SHX Text 851.09

AutoCAD SHX Text 851.08

AutoCAD SHX Text 851.80

AutoCAD SHX Text 852.11

AutoCAD SHX Text 852.73

AutoCAD SHX Text 853.31

AutoCAD SHX Text 851.86

AutoCAD SHX Text 850.96

AutoCAD SHX Text 850.69

AutoCAD SHX Text 851.17

AutoCAD SHX Text

BLD

AutoCAD SHX Text

BLD

AutoCAD SHX Text

BLD

AutoCAD SHX Text 854.22

AutoCAD SHX Text 854.39

AutoCAD SHX Text 854.67

AutoCAD SHX Text 854.85

AutoCAD SHX Text 852.06

AutoCAD SHX Text 850.81

AutoCAD SHX Text 850.64

AutoCAD SHX Text 850.34

AutoCAD SHX Text 849.60

AutoCAD SHX Text 848.97

AutoCAD SHX Text 848.67

AutoCAD SHX Text 849.21

AutoCAD SHX Text E

AutoCAD SHX Text G-100 5/8" RBC(eGPS) N:1282349.761 E:2236588.539 Z:858.759

AutoCAD SHX Text G

AutoCAD SHX Text 853.3

AutoCAD SHX Text 855.9

AutoCAD SHX Text 855.1

AutoCAD SHX Text 855.2

AutoCAD SHX Text 856.6

AutoCAD SHX Text 855.4

AutoCAD SHX Text 849.6

AutoCAD SHX Text 850.4

AutoCAD SHX Text 850.8

AutoCAD SHX Text 851.9

AutoCAD SHX Text 847.2

AutoCAD SHX Text 854.0

AutoCAD SHX Text 853.7

AutoCAD SHX Text 852.5

AutoCAD SHX Text 848.1

AutoCAD SHX Text 846.9

AutoCAD SHX Text 848.3

AutoCAD SHX Text 845.2

AutoCAD SHX Text 844.9

AutoCAD SHX Text 842.6

AutoCAD SHX Text 842.2

AutoCAD SHX Text 841.1

AutoCAD SHX Text 839.9

AutoCAD SHX Text 841.7

AutoCAD SHX Text 840.7

AutoCAD SHX Text 848.7

AutoCAD SHX Text 847.7

AutoCAD SHX Text 841.2

AutoCAD SHX Text 838.7

AutoCAD SHX Text 839.0

AutoCAD SHX Text 830.1

AutoCAD SHX Text G

AutoCAD SHX Text 10313

AutoCAD SHX Text 10523

AutoCAD SHX Text I.E.=845.34

AutoCAD SHX Text

BILLBOARD

AutoCAD SHX Text

SSMH=844.09

AutoCAD SHX Text

FILLED WITH WATER

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

N/F LOOP SOUTHSIDE PROPERTIES LLC TAX PARCEL #13242B A017 DB 11454 PG 12

AutoCAD SHX Text

N/F ENDLESS SOLUTIONS INC TAX PARCEL #13242B A018 DB 12748 PG 217

AutoCAD SHX Text N/F JOSEPH A JR & GLADYS F GRIMAUD TAX PARCEL #13239D B022 TAX PARCEL #13239D B023

AutoCAD SHX Text

N/F MICHAEL G GECIK TAX PARCEL #13239D B011 TAX PARCEL #13239D B015

AutoCAD SHX Text

LAND LOT 239

AutoCAD SHX Text

LAND LOT 242

AutoCAD SHX Text

APPROXIMATE LAND LOT LINE

AutoCAD SHX Text SSMH=848.76 IE IN(N)=835.66 IE IN(E)=830.46 IE IN(SE)=844.91 IE IN(SW)=834.21 IE OUT=830.53

AutoCAD SHX Text

IE=834.5±(OPEN END OF 8"±DIP)

AutoCAD SHX Text

<-8'X8' BOX CULVERT (PER GDOT PI#0007922 DRAWING#13-07)

AutoCAD SHX Text

TOP(15"%%PDIP)=833.8%%P

AutoCAD SHX Text TOP(15"%%pDIP)=834.8%%p

AutoCAD SHX Text

SSMH=842.39 IE IN(E)=829.29 IE IN(SE)=831.19 IE OUT=829.27

AutoCAD SHX Text

SSMH=848.36 IE IN(SE)=835.06 IE IN(S)=834.96 IE OUT=834.56

AutoCAD SHX Text W

AutoCAD SHX Text P

AutoCAD SHX Text

FDC

AutoCAD SHX Text

FFE=855.05

AutoCAD SHX Text

SSMH=854.75 IE=NOT OBTAINED

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HISTORIC SIGN

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SIGN

AutoCAD SHX Text

SIGN

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SIGN

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

BRICK PAVERS

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BRICK PAVERS

AutoCAD SHX Text

SDMH=854.39 IE IN=847.69 TOP OF H20=837±BOTTOM(DIRT/DEBRIS)=829.4±

AutoCAD SHX Text

<-24"RCP

AutoCAD SHX Text

SDMH/DWCB=857.97 IE IN=851.97 IE OUT=850.92

AutoCAD SHX Text

<-18"RCP

AutoCAD SHX Text

SR 3/US 19/41

AutoCAD SHX Text

CMP REMNANT ELEVATION=827±

AutoCAD SHX Text

<-6'X8.5'CMP (PER PROVIDED SITE PLAN)

AutoCAD SHX Text

SSE 20' PER PROVIDED SITE PLAN

AutoCAD SHX Text

SSE 20' PER PROVIDED SITE PLAN

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SHED

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1-STORY BRICK

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ASPHALT

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

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GATE

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GATE

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DI=850.81 IE OUT=846.28

AutoCAD SHX Text

<-12"RCP

AutoCAD SHX Text

DECK

AutoCAD SHX Text

GRAVEL DRIVEWAY

AutoCAD SHX Text

1/2" REBAR

3/4" OTP

25' STREAM BUFFER

EX-A3

TOP: 854.63

INV IN: 847.69

INV IN: 829.40

2.5:1

REPLACE INLET WITH WEIR TYPE INLET

EXISTING PIPE TO REMAIN

EXISTING PIPE TO BE

CLEANED AND

INSPECTED PRIOR TO

CONSTRUCTION

LIMITS OF DISTURBANCE

TO BE CONFIRMED

PROP A3

TOP: 854.77

INV OUT: 829.4

INV IN: 847.69

INV IN: 829.40

6' HIGH ORNAMENTAL FENCE

SHORE EXCAVATION AS REQUIRED

TO INSTALL NEW STRUCTURE

CONNECT NEW FENCE TO

EXISTING CHAIN LINK FENCE

8+14 8+50

9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50

LIMIT OF EXISTING

CONCRETE TO REMAIN

830831

41 LF OF 8'X8' BOX

CULVERT@ 0.00%

LIMIT OF TYPE 1 RIPRAP

p p p p p p p p p p p p p p p p p p p p p pppppppppppppppp p ppp p p

PERENNIAL STREAM 1

HYNDS SPRING

LIMIT OF DISTURBANCE

XX XX

LIMIT OF DISTURBANCE

PLOT DATE:

EEXJ6937

CU-101

N D

U R

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P U

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1:13 PM2024-12-23CU-101 UTILITY PLAN PLOT DATE: PLOT TIME:

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FILENAME:J:\EEXJ6937\500.DESIGN\410.CAD\712SHTS

AS SHOWN

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N D

F O

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A C U

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-2

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G S

HYNDS SPRING

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

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WOOD FENCE

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WOOD FENCE

AutoCAD SHX Text

AutoCAD SHX Text 851.09

AutoCAD SHX Text 851.08

AutoCAD SHX Text 851.80

AutoCAD SHX Text 852.11

AutoCAD SHX Text 852.73

AutoCAD SHX Text 853.31

AutoCAD SHX Text 851.86

AutoCAD SHX Text 850.96

AutoCAD SHX Text 850.69

AutoCAD SHX Text 851.17

AutoCAD SHX Text

BLD

AutoCAD SHX Text

BLD

AutoCAD SHX Text

BLD

AutoCAD SHX Text 854.22

AutoCAD SHX Text 854.39

AutoCAD SHX Text 854.67

AutoCAD SHX Text 854.85

AutoCAD SHX Text 852.06

AutoCAD SHX Text 850.81

AutoCAD SHX Text 850.64

AutoCAD SHX Text 850.34

AutoCAD SHX Text 849.60

AutoCAD SHX Text 848.97

AutoCAD SHX Text 848.67

AutoCAD SHX Text 849.21

AutoCAD SHX Text E

AutoCAD SHX Text G-100 5/8" RBC(eGPS) N:1282349.761 E:2236588.539 Z:858.759

AutoCAD SHX Text G

AutoCAD SHX Text 853.3

AutoCAD SHX Text 855.9

AutoCAD SHX Text 855.1

AutoCAD SHX Text 855.2

AutoCAD SHX Text 856.6

AutoCAD SHX Text 855.4

AutoCAD SHX Text 849.6

AutoCAD SHX Text 850.4

AutoCAD SHX Text 850.8

AutoCAD SHX Text 851.9

AutoCAD SHX Text 847.2

AutoCAD SHX Text 854.0

AutoCAD SHX Text 853.7

AutoCAD SHX Text 852.5

AutoCAD SHX Text 848.1

AutoCAD SHX Text 846.9

AutoCAD SHX Text 848.3

AutoCAD SHX Text 845.2

AutoCAD SHX Text 844.9

AutoCAD SHX Text 842.6

AutoCAD SHX Text 842.2

AutoCAD SHX Text 841.1

AutoCAD SHX Text 839.9

AutoCAD SHX Text 841.7

AutoCAD SHX Text 840.7

AutoCAD SHX Text 848.7

AutoCAD SHX Text 847.7

AutoCAD SHX Text 841.2

AutoCAD SHX Text 838.7

AutoCAD SHX Text 839.0

AutoCAD SHX Text 830.1

AutoCAD SHX Text G

AutoCAD SHX Text 10313

AutoCAD SHX Text 10523

AutoCAD SHX Text I.E.=845.34

AutoCAD SHX Text

BILLBOARD

AutoCAD SHX Text

SSMH=844.09

AutoCAD SHX Text

FILLED WITH WATER

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

N/F LOOP SOUTHSIDE PROPERTIES LLC TAX PARCEL #13242B A017 DB 11454 PG 12

AutoCAD SHX Text

N/F ENDLESS SOLUTIONS INC TAX PARCEL #13242B A018 DB 12748 PG 217

AutoCAD SHX Text N/F JOSEPH A JR & GLADYS F GRIMAUD TAX PARCEL #13239D B022 TAX PARCEL #13239D B023

AutoCAD SHX Text

N/F MICHAEL G GECIK TAX PARCEL #13239D B011 TAX PARCEL #13239D B015

AutoCAD SHX Text

LAND LOT 239

AutoCAD SHX Text

LAND LOT 242

AutoCAD SHX Text

APPROXIMATE LAND LOT LINE

AutoCAD SHX Text SSMH=848.76 IE IN(N)=835.66 IE IN(E)=830.46 IE IN(SE)=844.91 IE IN(SW)=834.21 IE OUT=830.53

AutoCAD SHX Text

IE=834.5±(OPEN END OF 8"±DIP)

AutoCAD SHX Text

<-8'X8' BOX CULVERT (PER GDOT PI#0007922 DRAWING#13-07)

AutoCAD SHX Text

TOP(15"%%PDIP)=833.8%%P

AutoCAD SHX Text TOP(15"%%pDIP)=834.8%%p

AutoCAD SHX Text

SSMH=842.39 IE IN(E)=829.29 IE IN(SE)=831.19 IE OUT=829.27

AutoCAD SHX Text

SSMH=848.36 IE IN(SE)=835.06 IE IN(S)=834.96 IE OUT=834.56

AutoCAD SHX Text W

AutoCAD SHX Text P

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FDC

AutoCAD SHX Text

FFE=855.05

AutoCAD SHX Text

SSMH=854.75 IE=NOT OBTAINED

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HISTORIC SIGN

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SIGN

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SIGN

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SIGN

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CONCRETE SIDEWALK

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BRICK PAVERS

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BRICK PAVERS

AutoCAD SHX Text

SDMH=854.39 IE IN=847.69 TOP OF H20=837±BOTTOM(DIRT/DEBRIS)=829.4±

AutoCAD SHX Text

<-24"RCP

AutoCAD SHX Text

SDMH/DWCB=857.97 IE IN=851.97 IE OUT=850.92

AutoCAD SHX Text

<-18"RCP

AutoCAD SHX Text

SR 3/US 19/41

AutoCAD SHX Text

CMP REMNANT ELEVATION=827±

AutoCAD SHX Text

<-6'X8.5'CMP (PER PROVIDED SITE PLAN)

AutoCAD SHX Text

SSE 20' PER PROVIDED SITE PLAN

AutoCAD SHX Text

SSE 20' PER PROVIDED SITE PLAN

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SHED

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1-STORY BRICK

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ASPHALT

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CONCRETE

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CONCRETE

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CONCRETE

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CONCRETE

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ASPHALT

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ASPHALT

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ASPHALT

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ASPHALT

AutoCAD SHX Text

GATE

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GATE

AutoCAD SHX Text

DI=850.81 IE OUT=846.28

AutoCAD SHX Text

<-12"RCP

AutoCAD SHX Text

DECK

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GRAVEL DRIVEWAY

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H W

-A

- E

-A

- E

EXISTING 8" SS IN

A 15" CASING

(AERIAL)

8" ABANDONED SANITARY

CROSSING

(AERIAL, TO BE REMOVED TO

THE LIMITS SHOWN ON THE PLAN)

96"X96" BOX CULVERT

41' OF 8'X8' BOX" @ 0.00%

31 LF

24" RCP

P A3

- E

O U

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11+15

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

10+00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

9+15

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

2.5

10.3'

9.64'

PLOT DATE: PLOT TIME:

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FILENAME:J:\EEXJ6937\500.DESIGN\410.CAD\712SHTS

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PLOT DATE:

EEXJ6937

CU-201

N D

U R

L P.

N O

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P U

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1:15 PM2024-12-23CU-201 UTILITY PROFILE

P R

00 20' 40'

TYPE 1 RIP RAP. EMBED A MINIMUM OF 3'

BELOW FINAL GRADE SO TOP OF RIP RAP

IS AT THE APPROXIMATE ELEVATION OF

THE CULVERT DISCHARGE INVERT

PROPOSED GRADE

EXISTING GRADE

PER SURVEY DATED

08-08-2022

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TYPE 1 RIP RAP. EMBED A MINIMUM OF 3'

BELOW FINAL GRADE SO TOP OF RIP RAP

IS AT THE APPROXIMATE ELEVATION OF

THE CULVERT DISCHARGE INVERT

PROPOSED GRADE

EXISTING GRADE

PER SURVEY DATED

11-28-2022

CU-101

TYPE 1 RIP RAP. EMBED A MINIMUM OF 3'

BELOW FINAL GRADE SO TOP OF RIP RAP

IS AT THE APPROXIMATE ELEVATION OF

THE CULVERT DISCHARGE INVERT

PROPOSED GRADE

EXISTING GRADE

PER SURVEY DATED

11-28-2022

TYPE 1 RIP RAP. EMBED A MINIMUM OF 3'

BELOW FINAL GRADE SO TOP OF RIP RAP

IS AT THE APPROXIMATE ELEVATION OF

THE CULVERT DISCHARGE INVERT

PROPOSED GRADE

EXISTING GRADE

PER SURVEY DATED

11-28-2022 100-YEAR FLOOD ELEVATION

±841.62

100-YEAR FLOOD ELEVATION

±841.62

100-YEAR FLOOD ELEVATION

±841.62

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FILENAME:J:\EEXJ6937\500.DESIGN\410.CAD\712SHTS

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JANUARY 2025

PLOT DATE:

EEXJ6937

CU-501

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1:16 PM2024-12-23CU-501 DETAILS

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SCALE:CIDR:

CK:

SH . 1of 1

Date 6/28/10

AMERISTARR

REV:

MONTAGE INDUSTRIAL CLASSIC 2/3/4-RAIL

DO NOT SCALE

Title:

2RCISO

1555 N. Mingo Tulsa, OK 74116 1-888-333-3422

HEAVY INDUSTRIAL STRENGTH WELDED STEEL PANEL

PRE-ASSEMBLED

www.ameristarfence.com

1734"

Varies With

Height (6', 7', 8' only)

Base Material

Uniform Zinc Coating (Hot Dip)

Zinc Phosphate Coating Epoxy Primer

INDUSTRIAL FLAT

MOUNT BRACKET

Acrylic Topcoat

Bracket Options

RAKING DIRECTIONAL ARROW

Welded panel can be raked 30" over 8' with arrow pointing down grade.

MONTAGE II RAIL

Specially formed high strength architectural shape.

PROFUSION WELDING PROCESS

No exposed welds, Good Neighbor profile - Same appearance on both sides

E-COAT COATING SYSTEM

BX301BX302/303BX304

INDUSTRIAL UNIVERSAL

BOULEVARD BRACKET

INDUSTRIAL SWIVEL

BRACKET

NOTES:

1.) Post size depends on fence height and wind loads.

See MONTAGE INDUSTRIAL specifications for post sizing chart and setting dimensions.

2.) Third & Forth rail optional.

3.) Available in Flush Bottom.

134" MONTAGE II Rail (See Cross- Section Below)

Post size varies with Height (See MONTAGE INDUSTRIAL Post-Sizing chart)TM

1" 16ga Picket

8' O.C. Nom.

Varies With

Height

2" Nom.

Standard Heights 3', 312', 4', 5', 6', 7', 8'

36" Min.

Footing Depth

TYPICAL334"

134"

MONTAGE II RAILTM

Values shown are nominal and not to be used for installation purposes. See product specification for installation requirements.

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FILENAME:J:\EEXJ6937\500.DESIGN\410.CAD\712SHTS

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CU-502

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1:16 PM2024-12-23CU-501 DETAILS

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WEIR TYPE

DROP INLET

NTS 04502

STANDARD MANHOLE

RISER DETAIL

NTS 04000

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NOTE: CONTRACTOR TO COORDINATE WITH THE

PRECAST MANUFACTURER FOR ACTUAL

MEASUREMENTS AND OPENINGS AS REQUIRED.

AutoCAD SHX Text

CASTING

AutoCAD SHX Text

PSI CONC.

AutoCAD SHX Text

%%USECTION A-A

AutoCAD SHX Text

4" MIN.

AutoCAD SHX Text #4 @ 12" O.C.

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

PILLARS

AutoCAD SHX Text A

AutoCAD SHX Text

GROUND LINE

AutoCAD SHX Text

GROUND LINE

AutoCAD SHX Text

NOTE: OPENINGS OPTIONAL ON 1 TO 4 SIDES

AutoCAD SHX Text

STANDARD MANHOLE FRAME & COVER

AutoCAD SHX Text

ROUND-SQUARE ADAPTER

AutoCAD SHX Text

ALTERNATE SECTION FOR PRECAST BOX

AutoCAD SHX Text

STANDARD MANHOLE FRAME & COVER

AutoCAD SHX Text NOTE: SUBGRADE TO BE COMPACTED TO 95% STANDARD PROCTOR. REINFORCEMENT STEEL TO BE PLACED TO ALLOW A MINIMUM OF 2" CLEARANCE, EXCEPT WHERE NOTED. REINFORCEMENT STEEL SHALL BE OF INTERMEDIATE GRADE AND SHALL BE 0.12 IN. PER SQ. FT. IN BOTH DIRECTIONS IN ACCORDANCE WITH A.S.T.M. C 478-02A MANHOLE SPECIFICATIONS. ALL CONCRETE SHALL BE 4,000 P.S.I.

AutoCAD SHX Text

GROUT INVERT

AutoCAD SHX Text

%%UTOP ABOVE GRADE

AutoCAD SHX Text

%%UTOP AT GRADE

AutoCAD SHX Text

ECCENTRIC CONE SECTION

AutoCAD SHX Text

MH. STEPS @ 1'-4" O.C.

AutoCAD SHX Text

BRICK & MORTAR FOR ADJUSTMENT (1'-0" MAX.)

AutoCAD SHX Text

C.I. FRAME & COVER SET IN MORTAR

AutoCAD SHX Text

C.I. FRAME & COVER CAST IN CONE SECTION

AutoCAD SHX Text

NOTE: PRECAST MANHOLE SHALL MEET ASTM C-478

AutoCAD SHX Text

4000 PSI CONCRETE

AutoCAD SHX Text

BUTYL RUBBER SEALANT OR 0-RING AT EACH JOINT

1/2" REBAR

3/4" OTP

25' STREAM BUFFER

LIMIT OF DISTURBANCE

AmC

GwE2

GwC2

XX XX XX XX XX XX XX XX XX XX

TYPICAL ALL

DISTURBED AREAS

AmC

XXXX

XX XX

XXXX

SEDIMENT BARRIER FOR

DEMOLITION WORK

LIMIT OF DISTURBANCE

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FILENAME:J:\EEXJ6937\500.DESIGN\410.CAD\712SHTS

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PLOT DATE:

EEXJ6937

CE-101

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1:19 PM2024-12-23CE-101 INITIAL EROSION CONTROL PLAN

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00 20' 40'

GA LIC # PEF000350 (EXP 6/30/2024)

LEVEL II CERT. # 18856

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INSTALL SEDIMENT

BARRIER AS CURRENT

CONDITIONS ALLOW

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AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text

WOOD FENCE

AutoCAD SHX Text

AutoCAD SHX Text 851.09

AutoCAD SHX Text 851.08

AutoCAD SHX Text 851.80

AutoCAD SHX Text 852.11

AutoCAD SHX Text 852.73

AutoCAD SHX Text 853.31

AutoCAD SHX Text 851.86

AutoCAD SHX Text 850.96

AutoCAD SHX Text 850.69

AutoCAD SHX Text 851.17

AutoCAD SHX Text

BLD

AutoCAD SHX Text

BLD

AutoCAD SHX Text

BLD

AutoCAD SHX Text 854.22

AutoCAD SHX Text 854.39

AutoCAD SHX Text 854.67

AutoCAD SHX Text 854.85

AutoCAD SHX Text 852.06

AutoCAD SHX Text 850.81

AutoCAD SHX Text 850.64

AutoCAD SHX Text 850.34

AutoCAD SHX Text 849.60

AutoCAD SHX Text 848.97

AutoCAD SHX Text 848.67

AutoCAD SHX Text 849.21

AutoCAD SHX Text E

AutoCAD SHX Text G-100 5/8" RBC(eGPS) N:1282349.761 E:2236588.539 Z:858.759

AutoCAD SHX Text G

AutoCAD SHX Text 853.3

AutoCAD SHX Text 855.9

AutoCAD SHX Text 855.1

AutoCAD SHX Text 855.2

AutoCAD SHX Text 856.6

AutoCAD SHX Text 855.4

AutoCAD SHX Text 849.6

AutoCAD SHX Text 850.4

AutoCAD SHX Text 850.8

AutoCAD SHX Text 851.9

AutoCAD SHX Text 847.2

AutoCAD SHX Text 854.0

AutoCAD SHX Text 853.7

AutoCAD SHX Text 852.5

AutoCAD SHX Text 848.1

AutoCAD SHX Text 846.9

AutoCAD SHX Text 848.3

AutoCAD SHX Text 845.2

AutoCAD SHX Text 844.9

AutoCAD SHX Text 842.6

AutoCAD SHX Text 842.2

AutoCAD SHX Text 841.1

AutoCAD SHX Text 839.9

AutoCAD SHX Text 841.7

AutoCAD SHX Text 840.7

AutoCAD SHX Text 848.7

AutoCAD SHX Text 847.7

AutoCAD SHX Text 841.2

AutoCAD SHX Text 838.7

AutoCAD SHX Text 839.0

AutoCAD SHX Text 830.1

AutoCAD SHX Text G

AutoCAD SHX Text 10313

AutoCAD SHX Text 10523

AutoCAD SHX Text I.E.=845.34

AutoCAD SHX Text

BILLBOARD

AutoCAD SHX Text

SSMH=844.09

AutoCAD SHX Text

FILLED WITH WATER

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

N/F LOOP SOUTHSIDE PROPERTIES LLC TAX PARCEL #13242B A017 DB 11454 PG 12

AutoCAD SHX Text

N/F ENDLESS SOLUTIONS INC TAX PARCEL #13242B A018 DB 12748 PG 217

AutoCAD SHX Text N/F JOSEPH A JR & GLADYS F GRIMAUD TAX PARCEL #13239D B022 TAX PARCEL #13239D B023

AutoCAD SHX Text

N/F MICHAEL G GECIK TAX PARCEL #13239D B011 TAX PARCEL #13239D B015

AutoCAD SHX Text

LAND LOT 239

AutoCAD SHX Text

LAND LOT 242

AutoCAD SHX Text

APPROXIMATE LAND LOT LINE

AutoCAD SHX Text SSMH=848.76 IE IN(N)=835.66 IE IN(E)=830.46 IE IN(SE)=844.91 IE IN(SW)=834.21 IE OUT=830.53

AutoCAD SHX Text

IE=834.5±(OPEN END OF 8"±DIP)

AutoCAD SHX Text

<-8'X8' BOX CULVERT (PER GDOT PI#0007922 DRAWING#13-07)

AutoCAD SHX Text

TOP(15"%%PDIP)=833.8%%P

AutoCAD SHX Text TOP(15"%%pDIP)=834.8%%p

AutoCAD SHX Text

SSMH=842.39 IE IN(E)=829.29 IE IN(SE)=831.19 IE OUT=829.27

AutoCAD SHX Text

SSMH=848.36 IE IN(SE)=835.06 IE IN(S)=834.96 IE OUT=834.56

AutoCAD SHX Text W

AutoCAD SHX Text P

AutoCAD SHX Text

FDC

AutoCAD SHX Text

FFE=855.05

AutoCAD SHX Text

SSMH=854.75 IE=NOT OBTAINED

AutoCAD SHX Text

HISTORIC SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

BRICK PAVERS

AutoCAD SHX Text

BRICK PAVERS

AutoCAD SHX Text

SDMH=854.39 IE IN=847.69 TOP OF H20=837±BOTTOM(DIRT/DEBRIS)=829.4±

AutoCAD SHX Text

<-24"RCP

AutoCAD SHX Text

SDMH/DWCB=857.97 IE IN=851.97 IE OUT=850.92

AutoCAD SHX Text

<-18"RCP

AutoCAD SHX Text

SR 3/US 19/41

AutoCAD SHX Text

CMP REMNANT ELEVATION=827±

AutoCAD SHX Text

<-6'X8.5'CMP (PER PROVIDED SITE PLAN)

AutoCAD SHX Text

SSE 20' PER PROVIDED SITE PLAN

AutoCAD SHX Text

SSE 20' PER PROVIDED SITE PLAN

AutoCAD SHX Text

SHED

AutoCAD SHX Text

1-STORY BRICK

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GATE

AutoCAD SHX Text

GATE

AutoCAD SHX Text

DI=850.81 IE OUT=846.28

AutoCAD SHX Text

<-12"RCP

AutoCAD SHX Text

DECK

AutoCAD SHX Text

GRAVEL DRIVEWAY

AutoCAD SHX Text

AutoCAD SHX Text Ds3

AutoCAD SHX Text Du

AutoCAD SHX Text Ds1

AutoCAD SHX Text Sd1-S

AutoCAD SHX Text Sd2-F

AutoCAD SHX Text Co

AutoCAD SHX Text St

AutoCAD SHX Text Sd1-S

1/2" REBAR

3/4" OTP

25' STREAM BUFFER

2.5:1

REPLACE INLET WITH WEIR TYPE INLET

EXISTING PIPE TO REMAIN

EXISTING PIPE TO BE

CLEANED AND

INSPECTED PRIOR TO

CONSTRUCTION

LIMITS OF DISTURBANCE

TO BE CONFIRMED

6' HIGH ORNAMENTAL FENCE

SHORE EXCAVATION AS REQUIRED

TO INSTALL NEW STRUCTURE

CONNECT NEW FENCE TO

EXISTING CHAIN LINK FENCE

8+14 8+50

9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50

LIMIT OF EXISTING

CONCRETE TO REMAIN

830831

LIMIT OF TYPE 1 RIPRAP

p p p p p p p p p p p p p p p p p p p p p pppppppppppppppp p ppp p p

PERENNIAL STREAM 1

HYNDS SPRING

2.5:1

REPLACE INLET WITH WEIR TYPE INLET

EXISTING PIPE TO REMAIN

EXISTING PIPE TO BE

CLEANED AND

INSPECTED PRIOR TO

CONSTRUCTION

LIMITS OF DISTURBANCE

TO BE CONFIRMED

6' HIGH ORNAMENTAL FENCE

SHORE EXCAVATION AS REQUIRED

TO INSTALL NEW STRUCTURE

CONNECT NEW FENCE TO

EXISTING CHAIN LINK FENCE

8+14 8+50

9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50

LIMIT OF EXISTING

CONCRETE TO REMAIN

830831

LIMIT OF TYPE 1 RIPRAP

p p p p p p p p p p p p p p p p p p p p p pppppppppppppppp p ppp p p

PERENNIAL STREAM 1

HYNDS SPRING

LIMIT OF…

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File details come from the government source that posted it. Updated Jan 27, 2025.