Add on to 7B.pdf

R9'-0"

R1'-6"

R2'-6"

19'-6"

17'-0" 14'-6"

5'-0"

3'-0"

13'-0"

14'-6"

5'-11 2"

R2'-6"

R3'-0"

R2'-6" R2'-6"

1'-1" 2'-6"

R2'-6"

6'-71 2"

700.95

TS-03

CONCRETE STRUCTURAL SLAB

WITH POST & CABLE RAILING

EXISTING POLE TO REMAIN

GDOT TYPE "D" RAMP W/

DETECTABLE WARNING SURFACE

GDOT TYPE "B" RAMP W/

DETECTABLE WARNING SURFACE

TRANSITION FROM 12'

WIDE TO 9' WIDE TRAIL

CD-01

A

CP-02 ENLARGEMENT PLAN 'B'

24'-0"

STD. INTERSECTION APPROACH

WITH (1) REMOVABLE BOLLARD

& (2) FIXED BOLLARDS

CD-01

CD-02 BEGIN 8' HT. CHAIN LINK SECURITY

FENCE & EXTENSION ARMS WITH

BARBED WIRE. TIE TO BUILDING.

STD. INTERSECTION APPROACH WITH (1)

REMOVABLE BOLLARD & (2) FIXED BOLLARDS

7'-0"

1-3 S-4.0

CD-02

9'-6"

TRAIL TRANSITION FROM 12' WIDE TO

9'-6" OVER 20LF THROUGHOUT CURVE

ROOT BRIDGING (HATCHED AREA), TYP.6

CD-01

TREE CRITICAL ROOT ZONE

8+00

9+ 0010+00

11+00

12+00

13+00

14+00

ERRADICATE EXIST. ASPHALT DRIVE BACK TO

L.O.D., RECONFIGURE AND PAVE DRIVEWAY AS

SHOWN (HATCHED AREA). TIE TO EXISTING AT

L.O.D W CLEAN LINES AND CURVES

PAVING SPECS:

6" G.A.B.

2" 19mm SUPERPAVE BASE COURSE 1.5"mm SUPERPAVE SURFACE COURSE

LINE CHANNEL W/ GDOT TYPE 3 EQUIVALENT RIVER

ROCK & FILTER FABRIC MIN. 1' CLEAR FROM TOP OF

ROCK TO BOTTOM STRUCTURAL SLAB EXCAVATE

AREA FOR ROCK INSTALLATION SO TOP OF ROCK IS

GENERALLY FLUSH WITH SURROUNDING GRADE & TO

LIMIT HEIGHT OF STRUCTURAL SLAB (25 SY; 1' THICK)

8'-0" 8'-0"

REMOVE EXISTING CHAIN LINK FENCE WITHIN L.O.D

BETWEEN APPROX. STA. 7+90 TO 9+80

DATE DESCRIPTION

SCALE

DATE NOVEMBER 13, 2020

SHEET #

Key Map north

PROJECT #

PROJECT MANAGER AC

2019-191

LaGRANGE THREAD PHASE 7

CLOCK TOWER TRAIL

LaGRANGE, GA

CHERRY ST

PEACHTREE ST

LE

EM

A N

S T

MILLER ST

D O

U G

LA

S

ST

11/13/2020 100% ISSUE FOR PERMIT

CONSTRUCTION PLAN

CP-02

1" = 30' - 0"

1 inch = feet

( IN FEET )

GRAPHIC SCALE

MATCHLINE STA 14+75, SEE SHEET CP-03

MATCHLINE STA 7+25, SEE SHEET CP-01

NOTES:

1. ALL DEMOLITION WASTE SHALL BE DISPOSED OF OFF SITE AT A STATE APPROVED LANDFILL

2. CONTRACTOR TO REQUEST CAD FILE FROM LANDSCAPE ARCHITECT FOR STAKING

3. CONTRACTOR TO INSTALL PAVESTONE™ ADA COMPLIANT PAVER (60MM 4"X8") AT ALL

HANDICAP RAMPS. COLOR: RIVER RED OR APPROVED EQUAL.

4. UTILITY RELOCATION WORK (HYDRANTS AND UTILITY POLES) NOT INCLUDED WITHIN THIS

PROJECT'S SCOPE. CONTRACTOR TO COORDINATE WITH CITY OF LaGRANGE PRIOR TO

CONSTRUCTION.

CD-03 SECURITY GATE WITH LOCK

CD-01 12' WIDE MULTI-USE TRAIL

CD-03 PICNIC TABLE (2)

CD-03 TRASH RECEPTACLE

CSX NOTES:

1. NO WORK SHALL BE PERFORMED WITHIN CSX R/E WITHOUT PRIOR APPROVAL FROM CSX.

ENLARGEMENT PLAN 'B'

CP-02

A

SCALE: 1" = 5'-0"

jbass Polygon jbass Callout

PORTION OF THIS PHASE TO BE CONSTRUCTED WITH PHASE 7B - CLOCK TOWER

1"

2'-0"

2"

3/13"x5"x5" SQUARE STEEL TUBE

WITH 2" CAP, POWDER COAT BLACK

1" HOLE FOR REMOVAL ROD INSERT

2"

24"x4" YELLOW/ BLACK VINYL

ADHESIVE ATTACHED TO 2

SIDES. 3.5" ALTERNATING

YELLOW - BLACK STRIPES

TO BE @ 60 DEGREE ANGLE

1" HOLE FOR DOOR PLATE

LOCKING PIN INSERT

1/4"x6"x6" STEEL DOOR PLATE WITH

1/4" RECESSED HINGE

3/16"x 2" ANGLE IRON WELDED AT

45 DEGREES ON ALL SIDES

3/16"x6"x6" STEEL SLEVE WITH 1" DRAIN

HOLE IN BOTTOM, POWDER COAT BLACK

CONCRETE TRAIL

12"x12" #57 STONE BASE, TAMP

TO ENSURE DRAINAGE

COMPACTED SUBGRADE TO 95%

STANDARD PROCTOR

3'-0"

1/2" STEEL LOCKING PIN (OWNER TO

PROVIDE LOCK)

SIDE A

SIDE B - CROSS SECTION

NOTES:

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO PROJECT MANAGER FOR APPROVAL PRIOR TO CONSTRUCTION.

2. ALL METAL TO BE POWDER COATED BLACK UNLESS OTHERWISE SPECIFIED.

3. VINYL ADHESIVE TO BE 3M 3930 HIGH INTENSITY REFLECTIVE VINYL WITH 3M 1160 OVER LAMINATE.

4. ALL BOLLARDS TO BE FIELD LOCATED BY PROJECT MANAGER.

DOOR PLATE DETAIL

SCALE: 1 1/2" = 1' - 0"

2" ANGLE IRON &

DOOR PLATE TO SET

FLUSH WITH FINISH

GRADE WHEN

BOLLARD IS REMOVED

1'-6"

3'-0"

SCALE: 3 4" = 1'-0"

REMOVABLE DOOR PLATE BOLLARD

MAX. 2% SLOPE

MIN. 1% SLOPE

2'-0" WIDTH VARIES 2'-0"

GRADE VARIES. FIELD

VERIFY TO ENSURE

POSITIVE DRAINAGE.

2'-0" MIN. CLEAR, UNOBSTRUCTED SHOULDERS. REMOVAL OF

EXISTING LARGE TREES OR OTHER VERTICAL STRUCTURES TO BE

FIELD DETERMINED BY CONSTRUCTION MANAGER.

2' SHOULDERS TO BE SEEDED WITH

APPROVED SPECIES GRASSES.

SUBGRADE COMPACTED TO 95% STANDARD PROCTOR. POSSIBLE

UNDERCUT AND BACKFILL MAY BE REQUIRED WHEN SUBSURFACE

CONDITIONS WARRANT.

5" THICK 3000 PSI

CONCRETE TRAIL WITH

MEDIUM BROOM FINISH.

HYDROSEED ALL DISTURBED AREAS.

MULTI-USE TRAIL-CROSS SECTION

SCALE: 1/2" = 1'-0"

NOTES:

1) 4"x (TRAIL WIDTH) ALTERNATING YELLOW CENTERLINE STRIPING TO BE INSTALLED ALONG ENTIRE

LENGTH OF TRAIL CENTERLINE.

2) CONTRACTOR TO SAW CUT CONTROL JOINT AT LEAST 1/4 DEPTH OF SLAB ACROSS ENTIRE WIDTH OF TRAIL. CONTROL JOINTS TO BE LOCATED THE SAME DISTANCE APART AS THE WIDTH OF TRAIL (I.E.

12' WIDE TRAIL TO HAVE CONTROL JOINTS EVERY 12' ALONG TRAIL). CONTRACTOR REQUIRED TO

REMOVE SAW DUST AFTER CUTTING.

3) EXPANSION JOINTS TO BE LOCATED ALONG TRAIL MIN. EVERY 100' IN PLACE OF CONTROL JOINT.

GRAVEL SUBBASED, COMPACTED TO 95% STANDARD PROCTOR.

SAW CUT EXISTING WALK TO PROVIDE SMOOTH TRANSITION

TO PROPOSED TRAIL. PROVIDE 1/2" PREMOLDED

EXPANSION JOINT AT BEGINNING OF POUR.

EXISTING CONCRETE SIDEWALK

5" THICK 3000 PSI CONCRETE SLAB

COMPACTED SUBGRADE 95% STD. PROCTOR

EXISTING WALK/TRAIL TRANSITION

SCALE: 1/2" = 1'-0"

AS SHOWN

CD-01

CD-01

CD-01

CD-01

CD-01

CONSTRUCTION DETAILS

DATE DESCRIPTION

SCALE

DATE NOVEMBER 13, 2020

SHEET #

PROJECT #

PROJECT MANAGER AC

2019-191

LaGRANGE THREAD PHASE 7

CLOCK TOWER TRAIL

LaGRANGE, GA

11/13/2020 100% ISSUE FOR PERMIT

CD-01

CLEAR ZONE:

ALL VEGETATION MUST BE REMOVED WITHIN 10' VERTICAL

HEIGHT OF THE TRAIL AND 2' ON EITHER SIDE (TYP.)

PATH TRAIL

FINISHED GRADE

NOTE:

CONTRACTOR IS RESPONSIBLE FOR PRUNING AND TRIMMING

TREES WITHIN THE TRAIL CLEAR ZONE TO THE STANDARDS OF THE

INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA). FOR MORE

INFORMATION PLEASE REVIEW:

http://www.treesaregood.com/treecare/pruning_mature.aspx

CLEAR ZONE

SCALE: 1/4" = 1'-0"

10'

REFER TO PLANS

FOR TRAIL WIDTH 2' MIN.2' MIN.

TREE PROTECTION FENCE

SCALE: 1/4" = 1'-0"

PLAN

LOCATE FENCE OUTSIDE

OF CRITICAL ROOT ZONE

2"X4" P.T. STAKE @ 8'

o.c.

4' HT. ORANGE

WARNING FENCE

NOTE:

PROVIDE FENCE AS SHOWN ON PLAN. PROVIDE AT LEAST ONE FOOT

OF DISTANCE FROM TREE TO FENCE FOR EACH INCH OF TREE DBH,

WHERE DBH REFERS TO THE TREE DIAMETER MEASURED AT 4.5'

ABOVE THE GROUND.

ROOT BRIDGING

SCALE: 1/4" = 1'-0"

NOTE: CONTRACTOR TO VERIFY LOCATION OF ROOT BRIDGING

WITH PROJECT MANAGER PRIOR TO BEGINNING CONSTRUCTION.

FILL MATERIAL (TYP.), THICKNESS VARIES ACCORDING TO

EXISTING GRADES. CLEAR ZONE (2' TYP. SHOULDER).

4%

MAX.

TRAIL; REFER TO DETAIL 1 / CD-01.

#57 STONE BASE, THICKNESS VARIES; 4" MIN. - 6" MAX.

FILTER FABRIC

3:1 DEPTH VARIES; REFER

TO GRADING PLAN.

EXISTING TREE ROOTS

UNCOMPACTED SUBGRADE; EXISTING GRADE TO

REMAIN UNDISTURBED

TRANSITION TO EXISTING GRADE.

2' TYP

COMPACTED SUBGRADE 95% STD. PROCTOR

SAW CUT EXISTING ASPHALT TO PROVIDE CLEAN TRANSITION

TO PROPOSED CONCRETE.

ASPHALT STREET/TRAIL TRANSITION

SCALE: 1/2" = 1'-0"

CONCRETE TRAIL.

CD-01

CD-01

CD-01CD-01

5"X5" SQUARE STEEL 3/13" TUBE W/ CAP -

POWDER COATED BLACK.

YELLOW AND BLACK VINYL ADHESIVE

TO BE ATTACHED ON TWO SIDES, (TYP.)

SEE INSET FOR DETAILS.

COMPACTED SUBGRADE

12" DIA. CONC. FOOTING, (TYP.)

FINISHED GRADE

12"

BOLLARD AND FOOTING TO EXTEND TO

FROST DEPTH LEVEL

NOTES:

1. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO PROJECT MANAGER FOR APPROVAL

PRIOR TO CONSTRUCTION.

2. VINYL ADHESIVE TO BE 3M 3930 HIGH INTENSITY REFLECTIVE VINYL WITH 3M 1160

OVER LAMINATE.

3. ALL BOLLARDS TO BE FIELD LOCATED BY PROJECT MANAGER

4"

SIGN DETAIL

SCALE: 1" = 1'- 0"

FIXED BOLLARD

SCALE: 1/2" = 1'-0"

3.5 " STRIPES TO BE AT 60

DEGREE ANGLE AND

ALTERNATE YELLOW AND

BLACK.

TRAIL

TRAIL

CROSSWALK STRIPING

3000 PSI CONCRETE WITH MEDIUM

BROOM FINISH. REFER TO

DETAIL 1/CD-01 FOR DETAILS OF

CONCRETE SECTION, UNLESS

OTHERWISE NOTED. 2'

4"x (TRAIL WIDTH)

ALTERNATING YELLOW

CENTERLINE STRIPING

NOTE: FINAL LOCATION OF ALL BOLLARDS TO BE DETERMINED BY

PROJECT MANAGER TO ENSURE LIMITED VEHICULAR ACCESS ONTO TRAIL.

DETECTABLE WARNING SURFACE,

24" WIDE AND 6" FROM EDGE OF

TRAIL (VERIFY CITY/COUNTY

REQUIRED STANDARD MATERIAL)

STANDARD INTERSECTION: PLAN VIEW

SCALE: 1/8" = 1'-0"

REMOVABLE BOLLARDEXISTING STREET

12" STOP BAR AND 'STOP'

TEXT, COLOR: WHITE (TYP)

TRAIL REGULATORY SIGN

WITH STOP SIGN, REFER TO

SIGN MATRIX FOR DETAILS.

5'

YELLOW DIAMOND

STRIPING

30' MIN

2'6"

FIXED BOLLARD OR FENCE

POST AT TRAIL EDGE

FIXED BOLLARD OR

FENCE POST AT TRAIL

EDGE

7'

GDOT ADA RAMP DETAIL,

REFER TO CP PLANS FOR TYPE

SCALE: 3 4" = 1'-0"

BARBED WIRE WITH EXTENSION ARMS

BLACK VINYL COATED, 45° EXTENSION ARMS,

TO BE TURNED AS DIRECTED BY THE CITY

LINE POST

CORNER END OR PULL POST

SEE CHAIN LINK FENCING DETAIL

FOR DETAILS BELOW THIS LINE

STRETCHER BAR

AS SHOWN

CD-02

CD-02

CD-02

CONSTRUCTION DETAILS

DATE DESCRIPTION

SCALE

DATE NOVEMBER 13, 2020

SHEET #

PROJECT #

PROJECT MANAGER AC

2019-191

LaGRANGE THREAD PHASE 7

CLOCK TOWER TRAIL

LaGRANGE, GA

11/13/2020 100% ISSUE FOR PERMIT

2 PANEL WOOD FENCE

SCALE: 1/2" = 1'-0"

NOTES:

1. FENCE TO BE CONSTRUCTED WITH PRESSURE TREATED WOOD.

2. RAILING TO MEET FLUSH WITH OUTSIDE EDGE OF LAST POST.

3. REFER TO CONSTRUCTION PLANS FOR FENCE LOCATIONS.

COMPACTED SUBGRADE TYP.

CONCRETE FOOTING TYP.

12"

2"x6" RAIL (TYP.)

CL

8.0'

(TYP.)

RAILING TO BE 16' LENGTHS

TO MEET EVERY OTHER POST

2" FLAT TOP WITH 45°

BEVELED SIDES (TYP.)

6" x 6" POST (TYP.)

POST CROSS SECTION

SCALE: 1" = 1'-0"

6"X6" POST

2"X6" RAILING

6"2"

2"

5"

COUNTER SUNK 3/8" X 4"

GALVANIZED WOOD LAG

SCREW WITH WASHER

NOTE:

ALL POCKET PARKS TO BE FIELD LOCATED BY PROJECT MANAGER.

REFER TO PLANS FOR GENERAL LOCATION.

TRAIL

6' CONC. WALK, REFER TO

DETAIL 1 / CD-01 FOR

SIMILAR CONSTRUCTION

RADIUS CENTER

POCKET PARK

SCALE: 1/8" = 1'-0"

TRASH RECEPTACLE

BENCH

BLACK VINYL COATED CHAIN LINK FENCING

SCALE: 1/2" = 1'-0"

9 GA. TIE WIRE-24" o.c.

RAIL END

POST CAP

POST BAND

DRAW BAR 1/4"x 3/4"

TERMINAL POST 2 1/2"

o.d. BLACK VINYL

COATED GALV. PIPE

TOP RAIL 1-5/8" BLACK VINYL

COATED GALV. PIPE

TERMINAL POST 2"

o.d. BLACK VINYL

COATED GALV. PIPE

9 GA. TIE WIRE-14" o.c.

TYP. TOP RAIL CONNECTION

AS SHOWN-20'o.c.

7 GA. BOTTOM TENSION WIRE

3/8" TRUSS ROD @

ALL CORNERS,

INTERSECTIONS

2"x2"x9 GA.

FABRIC KNUCKLED

TOP & BOTTOM

(SAME NOTE AS

TRUSS ROD)

2'-8" 2'-2"

6"

6"

10"

6"

10'-0" 10'-0"

NOTE: ALL WIRE FABRIC AND FENCE

HARDWARE SHALL BE BLACK VINYL COATED

GALVANIZED. FABRIC SHALL BE INSTALLED

ON THE OUTSIDE.

TYPICAL CORNER POST

FOOTING

TYPICAL LINE POST

FOOTING

3500 psi CONCRETE 3500 psi CONCRETE

ASHLAR PATTERN

SCALE: 1" = 1'-0"

4'-0"

4'-0"

7.9198

5.4200

16.4200

6.9198

1.4375

5.2950

4.9198 4.9198

4.4823

0.9725 1.0630

10.9373

4.9198

6.0138

5.5275 8.5275

16.4200

2.0275

10.7498 2.0275 10.9373

8.5313

5.5275

13.7463

5.5275

5.5275

5.4200 3.5275 8.6525

5.0275

6.7950 3.0275

6.7950 5.5275

2.9823

5.5275

10.9373

3.0275 2.9063 3.0275

11.6663 3.0275 6.7950

15.4825 3.0275

7.7950

5.5275 9.1700

6.2775

15.0275 4.5275

2.98232.0275 5.5275

10.9373 2.5275 6.7950

2.5275

3.7950

2.5275 5.9823

8.2950

5.5275 6.2775

4.9925 7.9198

7.7950 14.0450

4.8123 10.7498

4.8123

8.6350

12.0275 18.5763

5.5275

5.9823 2.1350

7.9198

10.9373

NOTES:

1.THE MORTAR JOINTS ARE ALL AT

SAME DEPTH, APPROX. 1-1/4" FROM

CENTER OF TIE HOLE.

2. WHERE STONE HITS MORTAR JOINT VARIES DUE

TO RANDOM TEXTURE. STONE CAN PROTRUDE

OUT FROM MORTAR JOINT ANYWHERE FROM

APPROX. 1/8" TO 1/2".

3. THE WIDTHS OF MORTAR JOINTS VARY BETWEEN

1-7/16", 1-3/16", 1-1/16", AND 31/32".

SCALE: 1/4" = 1'-0"

EXTEND RAILING (1) BAY BEYOND

TURNDOWN EDGE/RETAINING WALL

3'

NOTES:

1. REFER TO CONSTRUCTION PLANS

FOR RAILING FLARE LOCATIONS

2. REFER TO STRUCTURAL FOR WALL

AND RAILING DETAILS.

RAILING

TURNDOWN EDGE/RETAINING WALL

TRAIL EDGE

END RAILING FLARE: PLAN VIEW

CD-02

CD-02

CD-02

COMPACTED SUBGRADE 95% STD. PROCTOR

TYPICAL SIDEWALK

SCALE: 1/2" = 1'-0"

5'-0"

3000 PSI CONCRETE SIDEWALK

CONCRETE HEADER CURB. REFER TO PLANS

MAX. 2% SLOPE

MIN. 1% SLOPE

4"

NOTES:

1) CONTRACTOR TO SAW CUT CONTROL JOINT AT LEAST 1/4 DEPTH OF SLAB ACROSS ENTIRE WIDTH OF SIDEWALK.

CONTROL JOINTS TO BE LOCATED THE SAME DISTANCE APART AS THE WIDTH OF SIDEWALK (I.E. 5' WIDE SIDEWALK TO HAVE CONTROL JOINTS EVERY 5' ALONG TRAIL). CONTRACTOR REQUIRED TO REMOVE SAW DUST AFTER

CUTTING.

2) EXPANSION JOINTS TO BE LOCATED ALONG SIDEWALK MIN. EVERY 100' IN PLACE OF CONTROL JOINT AND AT

UTILITY STRUCTURES (SUCH AS MANHOLE COVERS) IN SIDEWALK.

VARIES

CD-02

CD-02

CD-02

TRAIL NARROWS WARNING STRIPING DETAIL

SCALE: 1/8" = 1'-0"

NOTE:

1. ATTACH MUTCD SIGN OM-3L / OM-3R TO OBSTACLE, ONE ON EACH SIDE.

2. PROVIDE AT LEAST 18" OF DISTANCE FROM EDGE OF EXISTING UTILITY POLE TO EDGE OF STRIPING.

10'

CONCRETE HEADER CURB

LANDSCAPE/ HARDSCAPE

BUFFER, WIDTH MAY VARY.TRAIL CENTERLINE

EXISTING STREET

UTILITY POLE AND GUY WIRE, REFER TO

CONSTRUCTION PLANS FOR LOCATION

PROPOSED TRAIL

YELLOW WARNING STRIPING PAINT

4" WIDE, 2' O.C., 45° PATTERN

16'

CD-02

DATE DESCRIPTION

SCALE

DATE NOVEMBER 13, 2020

SHEET #

Key Map north

PROJECT #

PROJECT MANAGER AC

2019-191

LaGRANGE THREAD PHASE 7

CLOCK TOWER TRAIL

LaGRANGE, GA

11/13/2020 100% ISSUE FOR PERMIT

AS SHOWN

CD-03

CONSTRUCTION DETAILS

DETAIL NOTE: POWDER COATED BLACK

CD-03

3 TRASH RECEPTACLE DETAIL

N.T.S

CD-03

1 PICNIC TABLE DETAIL

N.T.S CD-03

2 BENCH DETAIL

N.T.S

CD-03

5 GATE LOCK FOR CHAIN LINK FENCE - 3 PRODUCTS

N.T.S

DETAIL NOTE: POWDER COATED BLACK DETAIL NOTE: POWDER COATED BLACK

THIS SPACE INTENTIONALLY LEFT BLANK

AS SHOWN

CD-04

CD-04

CONSTRUCTION DETAILS

DATE DESCRIPTION

SCALE

DATE NOVEMBER 13, 2020

SHEET #

Key Map north

PROJECT #

PROJECT MANAGER AC

2019-191

LaGRANGE THREAD PHASE 7

CLOCK TOWER TRAIL

LaGRANGE, GA

11/13/2020 100% ISSUE FOR PERMIT

N.T.S.

GDOT DETECTABLE WARNING SURFACE

CD-04

N.T.S.

GDOT STD. CURB DETAIL

CD-04

N.T.S.

GDOT ADA RAMPS

THIS SPACE INTENTIONALLY LEFT BLANK

AS SHOWN

CD-05

THIS SPACE INTENTIONALLY LEFT BLANK

CONSTRUCTION DETAILS

DATE DESCRIPTION

SCALE

DATE NOVEMBER 13, 2020

SHEET #

Key Map north

PROJECT #

PROJECT MANAGER AC

2019-191

LaGRANGE THREAD PHASE 7

CLOCK TOWER TRAIL

LaGRANGE, GA

11/13/2020 100% ISSUE FOR PERMIT

CD-05

1 GDOT A1 DRIVEWAY DETAIL

N.T.S CD-05

2 GDOT A2 CONCRETE VALLEY DETAIL

N.T.S

700.95

X

8+00

9+ 0010+00

11+00

12+00

13+00

14+00

R6.0000

SOIL TYPE

CuC

SOIL TYPE

CuC

SOIL TYPE

CuC

SOIL TYPE

RK

SOIL TYPE

RK

SOIL TYPE

RK

SOIL TYPE

Ud

SOIL TYPE

Ud

SOIL TYPE

Ud

MATCHLINE STA 14+75, SEE SHEET EC-03

MATCHLINE STA 7+25, SEE SHEET EC-01

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PROJECT #

PROJECT MANAGER

SCALE

DATE

SHEET #

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AC

2019 - 191

1" = 30'

NOVEMBER 13, 2020

EC-02

4. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.

IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT

PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

8. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY

THE INSTALLATION OF EROSION AND SEDIMENT CONTROL

MEASURES AND PRACTICES PRIOR TO LAND-DISTURBING ACTIVITIES.

9. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GRATER THAN

14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY

SEEDING.

15. 24-HOUR CONTACT PERSON RESPONSIBLE FOR THE INSTALLATION

AND MAINTENANCE OF EROSION CONTROL DEVICES AND

MEASURES IS:

CONSTRUCTION MANAGEMENT

PATH FOUNDATION

JONATHAN McCAIG - 24 HOUR CONTACT

GA GSWCC LEVEL 1 CERTIFICATION # 58893

EXP. 08/17/2021

office 404-875-7284 x5 cell 404-433-1900

Key Map north

CHERRY ST

PEACHTREE ST

LE

EM

A N

S T

MILLER ST

D O

U G

LA

S

ST

LaGRANGE THREAD PHASE 7 -

CLOCK TOWER TRAIL

LaGRANGE, GA

EROSION CONTROL PLAN

REGISTERED

ENG IN EER

PROFESSIONAL

No. 034591

G

E O R G I A

JOHN D. BASS

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5:

:4

P M jbass Polygon jbass Callout

PORTION OF THIS PHASE TO BE CONSTRUCTED WITH PHASE 7B - CLOCK TOWER

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DATE DESCRIPTION

PROJECT #

PROJECT MANAGER

SCALE

DATE

SHEET #

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: m ai lb ox ge or gi aa nd w es t.c om

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2019 - 191

N.T.S.

NOVEMBER 13, 2020

ED-02

LaGRANGE THREAD PHASE 7 -

CLOCK TOWER TRAIL

LaGRANGE, GA

EROSION CONTROL

DETAILS

REGISTERED

ENG IN EER

PROFESSIONAL

No. 034591

G

E O R G I A

JOHN D. BASS

SOD INLET PROTECTION

BAFFLE BOX

RETROFITTING

PERFORATED HALF-ROUND

PIPE WITH STONE FILTER

ALTERNATIVE SEDIMENT TRAP

CRUSHED STONE CONSTRUCTION EXIT

BLOCK AND GRAVEL

DROP INLET PROTECTION

CURB INLET FILTER

"PIGS IN BLANKET"

FABRIC AND SUPPORTING

FRAME FOR INLET PROTECTION

GRAVEL DROP INLET

PROTECTION (GRAVEL DONUT)

DIVERSION CHANNEL

STONE FILTER RING

STONE CHECK DAM

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

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DATE DESCRIPTION

PROJECT #

PROJECT MANAGER

SCALE

DATE

SHEET #

E -M

A

IL

: m ai lb ox ge or gi aa nd w es t.c om

E N

G

IN

E E

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(7

) 8

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FA

X (7

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-1

AC

2019 - 191

N.T.S.

NOVEMBER 13, 2020

ED-03

LaGRANGE THREAD PHASE 7 -

CLOCK TOWER TRAIL

LaGRANGE, GA

EROSION CONTROL

DETAILS

REGISTERED

ENG IN EER

PROFESSIONAL

No. 034591

G

E O R G I A

JOHN D. BASS

SIDE VIEW

FRONT VIEW

SILT FENCE - TYPE NON-SENSITIVESILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

*OR APPROVED EQUAL*

*OR APPROVED EQUAL*

*OR APPROVED EQUAL*

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9.

DATE DESCRIPTION

PROJECT #

PROJECT MANAGER

SCALE

DATE

SHEET #

E -M

A

IL

: m ai lb ox ge or gi aa nd w es t.c om

E N

G

IN

E E

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N D

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(7

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2019 - 191

N.T.S.

NOVEMBER 13, 2020

EN-01

LaGRANGE THREAD PHASE 7 -

CLOCK TOWER TRAIL

LaGRANGE, GA

EROSION, SEDIMENTATION

& POLLUTION CONTROL

NOTES

REGISTERED

ENGIN EER

PROFESSIONAL

No. 034591

G

E O R G I A

JOHN D. BASS

DEVELOPMENT REFERENCE: DESIGN PROFESSIONAL'S CERTIFICATION:

GENERAL NOTES:

EROSION CONTROL NOTES:

CLEARING PHASE - PHASE 1

PERMIT COVERAGE:

EROSION CONTROL NOTES:

GRADING PHASE - PHASE 2

EROSION CONTROL NOTES:

FINAL PHASE - PHASE 3

RETENTION OF RECORDS:

01/08/2021 ADDENDUM #1

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SCALE

DATE

SHEET #

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A

IL

: m ai lb ox ge or gi aa nd w es t.c om

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N , G

A . 3

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(7

) 8

-4

FA

X (7

) 8

-1

AC

2019 - 191

N.T.S.

NOVEMBER 13, 2020

LaGRANGE THREAD PHASE 7 -

CLOCK TOWER TRAIL

LaGRANGE, GA

REGISTERED

ENG IN EER

PROFESSIONAL

No. 034591

G

E O R G I A

JOHN D. BASS

EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN (ESPCP):

EN-02

EROSION, SEDIMENTATION

& POLLUTION CONTROL

NOTES

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