C207_R1_AD1.pdf

SC

OR

EB

OA

RD

W

IF N/F

WALKER COUNTY

BOARD OF EDUCATION

P.I.N.: 0119 001A

DB 1584, PG 624

X X

X X

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C L

C L

CL C

L

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CLCL

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Sd1-S

SINGLE ROW

SILT FENCE,

TYPE SENSITIVE

BRICK BLDG

W/ PAVILLION

D

APPROXIMATE P/L PER

WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

L.L.

L.L.

L.L.

L.L.

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

I.I.(B): 751.18

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

DO

BL

D

FF

E:

.6

GATE

TREELINE

10" PVC

I.O.: 757.33

MODULAR

BLOCK

WALL

BLEACHERS

FOUL

POST

HOME

PLATE

THIRD

BASE

H

CONC. FLUME

GRAVEL

E.N.F.

" C

MP

DI

TOP:774.15

I.O.:770.66

CONC. FLUME

4' CLF W/

DOUBLE GATE

BRICK

WALL

HR ON

CONC.

RAMP

CONC.

BLDG

O/H

ASPHALT

GRAVEL

GRAVEL

BASEBALL FIELD

BLDG

O/HBRICK

BLDG

CONC. STEPS

W/ HANDRAILS

CONC. WALL

WOOD

PAVILLION

BRICK BLDG

FFE:756.93

CONC.

CONC.

CONC.

FOOTBALL FIELD

(SHOWN PER

AERIAL IMAGERY

TAKEN

02-01-2024)

METAL

BLDG

FLAG

POLE

SCOREBOARD

SIGN

SHED

SHED

6" PVC

6" PVC

8"

PVC

CO

TOP:743.68

(A) (B)

(A)(B)

METAL SHED

FFE:756.93

6' CLF W/ GATE

6' CLF

e

H H

H

H

H

H

H

CONC.

STEPS

SWING GATE

4' CLF

FFE:760.03 +

TWO 6"

PVC PIPES

I.E.:736.03

CONC. I.E.:735.95

15" PVC

SAND PIT

15" HDPE

6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' C

LF

W

/ B

AR

BE

D

W

IR

E 6'

C

LF

W / B

AR

BE

D W

IR

E

6' C

LF

W

/ B

AR

BE

D

W

IR

E

CONC.

4' CLF W/ DOUBLE

SWING GATE

E.N.F.

DI

TOP:750.86

I.O.(A):746.77 I.I.(B):747.40

(A) (B)

15" HDPE

15" HDPE

JB

TOP:751.66

I.O.(A):747.97 I.I.(B):749.80

15" HDPE

(ABOVE

GROUND)

DI

TOP:738.78

I.O.(A):734.88 I.I.(B):736.47

E.N.L.

E.N.L.

15" CMP

10" PVC

10" PVC

(A) (B)

DI

TOP:739.79

I.O.(A):738.04 I.I.(B):738.04

(A)

(B)

PANTHER

STATUE ON

ROCK BASE

METAL RAMP

BLEACHER

(SHOWN PER

AERIAL

IMAGERY

TAKEN

02-01-2024)

CONC.

ELECTRIC

CABINET

BLDG

O/H

CONC.

STEPS

CONC.

STEPS

WATER

VAULT

DI

TOP:738.18

I.O.:735.99

END OF PIPE

I.E.:734.06

(TOP OF PIPE

EXPOSED,

PIPE IS FULL

OF DEBRIS)

12" PVC

I.E.:734.10

I.E.:733.60

CONC. PAD

4' CLF

4' CLF

4' CLF

4' CLF W/

SINGLE

SWING

GATE

4' CLF W/ SINGLE

SWING GATE

GOAL POST

GOAL POST

EOS

EOS

EOS

N/F

WALKER COUNTY, GEORGIA

P.I.N.: 0119 001

DB 1000, PG 387

N/F

HVF GA LLC

P.I.N.: 0102 002A

DB 2290, PG 767

N/F

HVF GA LLC

P.I.N.: 0102 002A

DB 2290, PG 767

ASPHALT

ASPHALT

ASPHALT

ASPHALT

PANTHERS

CROSSING SIGN

W/ ARM, LIGHTS

AND HORN

CONC.

APPROXIMATE P/L PER

WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

WALKER COUNTY

BOARD OF EDUCATION

P.I.N.: 0119 001A

DB 1584, PG 624

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

BLEACHER

(SHOWN PER

AERIAL IMAGERY

TAKEN

02-01-2024)

FFE:759.90

EOS

L.L.

L.L.

L.L.

L.L.

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC

LIMITS

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

APPROXIMATE

L.L.L. PER

WALKER

COUNTY

BOARD OF

ASSESSORS

WEB SITE

APPROXIMATE

L.L.L. PER

WALKER

COUNTY

BOARD OF

ASSESSORS

WEB SITE

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

DI

TOP: 739.99

I.O.(A): 734.54 I.I.(B): 735.89 I.I.(C): 736.39

12" PVC

10" PVC

(A)

(B)

(C) E.N.F.

E.N.F.

15" CMP

E.N.L.

10" PVC

DI

TOP: 739.85

I.O.(A): 737.33 I.I.(B): 737.37

(A)

(B)

(A)

(B)

SSMH

TOP: 740.35

I.O.(A): 734.07 I.I.(B): 734.09

SINGLE SWING

GATE

LCLP

LCLP

LCLP

LCLP

LCLP

LMLP

CO

TOP:743.58

I.E.:743.89

DI

TOP: 732.48

I.O.(A): 730.68

DI

TOP: 732.17

I.O.(A): 730.42 I.I.(B): 730.47

TOP: 731.86

I.O.(A): 729.91 I.I.(B): 729.91

15" HDPE

I.E.:749.76

8" HDPE

(A)

SUPPORTS

WOODS LINE

W

OODS LINE

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

W

OODS LINE

WOODS LINE

SHALLOW DITCH

6'CLF

6'CLF

6'CLF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'C

LF

6'CLF

6'CLF

6'CLF

6'C

LF

6'C

LF

6'

CL

F

6' C

LF

6'

C

LF

6'C

LF

6'C

LF

R D

RD

SD

SD

SD

NO

D

UM

PI

NG

S

TO

RM

S

EW

ER

SD

SD

SD

NO DUMPING

STORM SEWER

NO DUMPING

STORM SEWER

SD

NO DUMPING

STORM SEWER

SD

SD

SD

SD

SD

SD

NO DUMPING

STORM SEWER

V

V

V

V

V

V

V

V

V

V

V

V

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V

V

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X X

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X

X X

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X

XX

X X

X

X

X

X

X

X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

XX

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C L

CL

C L

CL

CL

C L

CL

C L

C L

C L

C L

C L

X X

X X

X X

X X

X X

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X X

X X

X X

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C L

C L

C L

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C L

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C L

C L

C L

C L

C L

C L

C L

C L

C L

CL CL

CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL

C L

CL CL CL CL CL CL CL

CLCL

CLCLCL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CLCLCL

C L

C L

C L

C L

C L

C L

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C L

C L

C L

C L

C L

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C L

C L

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CL

CL

CL

CLCL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

C L

C L

C L

C L

C L

C L

C L

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LC

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L

SEDIMENT TRAP #3

TRAP SERVES 2.76 AC.

DRAINAGE AREA X 67 CY = REQ. VOL.

2.76 AC. X 67 CY = 185.0 CY

PROVIDED STORAGE = 214.0 CY

SEDIMENT TRAP #4

TRAP SERVES 0.49 AC.

DRAINAGE AREA X 67 CY = REQ. VOL.

0.49 AC. X 67 CY = 32.9 CY

PROVIDED STORAGE = 36.3 CY

SEDIMENT TRAP #5

TRAP SERVES 0.36 AC.

DRAINAGE AREA X 67 CY = REQ. VOL.

0.36 AC. X 67 CY = 24.1 CY

PROVIDED STORAGE = 25.2 CY

Sd2-F

Sd2-F Sd2-F

Sd2-F

Sd2-F

Sd2-F

Sd2-F

Fl-Co

Fl-Co

Ch-3

Ch-3

Re

Fl-Co Fl-Co Fl-Co

Di

EXCAVATEDSd3

EXCAVATEDSd2-F

Sd2-F

Di

Di

EXCAVATEDSd2-F

Cd

Cd

Cd

Sd1-S

DOUBLE ROW

SILT FENCE,

TYPE SENSITIVE

St

St

EMERGENCY

SPILLWAY

ELEV. = 772.50

Fr

Ds-1 Ds-2 Ds-3 Du

Ds-1 Ds-2 Ds-3 Du

Ds-1 Ds-2 Ds-3 Du

Ss

Ss

Ss

Ss

Ds-1 Ds-2 Ds-3 Du

Ds-1 Ds-2 Ds-3 Du

Ds-1 Ds-2 Ds-3 Du

Ds-1 Ds-2 Ds-3 Du

Cd

Cd Cd

Cd Cd Cd

Cd

Rt

STORM WATER

MONITORING

LOCATION

Co

Fl-Co

Fl-Co

Fl-Co

Sd1-S

DOUBLE ROW

SILT FENCE,

TYPE SENSITIVE

St

Fl-Co

"THIS SHEET IS TO BE USED FOR EROSION, SEDIMENTATION AND POLLUTION CONTROL ONLY"

CERTIFIED PERSON:

PATRICK HALLAHAN

LEVEL II CERTIFIED

DESIGN PROFESSIONAL

CERTIFICATION #:

0000066587

ISSUED: 07/06/2021

EXPIRES: 07/06/2027

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

COPYRIGHT 2024 BY SOUTHERN A&E, LLC. ALL RIGHTS RESERVED.

THIS DOCUMENT IS THE PROPERTY OF SOUTHERN A&E, LLC AND

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

WITHOUT EXPRESSED WRITTEN CONSENT FROM SOUTHERN A&E, LLC.

C

12-17-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

ORIGINAL SHEET SIZE: ARCH E1 (30" X 42")

A

12" GRIDS 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

D

E

F

G

H

I

J

K

L

M

N

ROSSVILLE MIDDLE SCHOOL

NEW FIELD AND CONCESSIONS FOR:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

316 BULLDOG TRAIL, ROSSVILLE, GA 30741

746-0206

01-920-041

# Doc # Date

C207

SCALE: 1" = 30'

Feet

0 30 60

INTERMEDIATE (PHASE II) ES& PC PLAN

"ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY

SEEDING."

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL MEASURES AND

PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

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.

EROSION CONTROL MEASURES SUCH AS SILT FENCE, INLET PROTECTION, CHECK DAMS, RETROFITS, AND FLOATING SKIMMERS, ETC... SHALL NOT BE REMOVED UNTIL THE SITE HAS HAD THE NOTICE OF TERMINATION FILED WITH THE EPD.

EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN AND COMPREHENSIVE MONITORING PROGRAM EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN LEGEND

CHECK DAM SMALL TEMPORARY BARRIER OR DAM CONSTRUCTED ACROSS A SWALE,

DRAINAGE DITCH, OR AREA OF CONCENTRATED FLOW.

STONE CHECK

DAM

SMALL TEMPORARY BARRIER OR DAM CONSTRUCTED ACROSS A SWALE,

DRAINAGE DITCH, OR AREA OF CONCENTRATED FLOW.

CHANNEL

STABILIZATION

(W/BLANKET)

IMPROVING, CONSTRUCTING OR STABILIZING AN OPEN SWALE

DRAINAGE DITCH TO AVOID EROSION OF CHANNEL LINING (WITH SOD OR

TEMPORARY EROSION CONTROL BLANKET)

CHANNEL

STABILIZATION

(W/RIP-RAP)

IMPROVING, CONSTRUCTING OR STABILIZING AN OPEN SWALE

DRAINAGE DITCH TO AVOID EROSION OF CHANNEL LINING (RIP-RAP OR

CONCRETE)

CONSTRUCTION

EXIT

A STONE PAD AT THE SITE EXIT TO REMOVE MUD FROM TIRES. (STONE

SIZE - 1 1/2" X 3 1/2" DIA., THICKNESS - 6", SEE DETAIL)

DIVERSION A RIDGE OF COMPACTED SOIL, CONSTRUCTED ABOVE, ACROSS OR

BELOW A SLOPE TO DIVERT STORMWATER TO DRAINAGE STRUCTURES.

TEMPORARY

DOWNDRAIN

STRUCTURE

A PIPE, SECTIONAL CONDUIT, OR SIMILAR MATERIAL DESIGNED TO

SAFELY CONDUCT SURFACE RUNOFF DOWN A SLOPE.

FILTER RING A TEMPORARY STONE BARRIER CONSTRUCTED AT STORM DRAIN INLETS

AND POND OUTLETS.

LEVEL SPREADER

A STRUCTURE TO CONVERT CONCENTRATED FLOW OF WATER INTO

LESS EROSIVE SHEET FLOW THIS SHOULD BE CONSTRUCTED ON

UNDISTURBED SOILS ONLY.

ROCK FILTER

DAM

A TEMPORARY STONE FILTER DAM INSTALLED ACROSS DRAINAGE WAYS

OR IN CONJUNCTION WITH A TEMPORARY SEDIMENT TRAP.

RETROFITTING

A DEVICE PLACED IN FRONT OF A PERMANENT STORMWATER

DETENTION POND OUTLET STRUCTURE TO SERVE AS A TEMPORARY

SEDIMENT FILTER.

SEDIMENT

BARRIER

TYPE S

SEDIMENT

BARRIER

SEDIMENT BARRIER SHALL HAVE SUPPORTS NO GREATER THAN 4' O.C.

P-FACTOR NO GREATER THAN 0.03. (GEORGIA D.O.T. TYPE-C SILT FENCE

- SEE DETAIL). GSWCC - TYPE S/SENSITIVE AREA SILT FENCE.

BRUSH

BARRIER

BRUSH BARRIER TO FILTER SEDIMENT FROM RUNOFF, PREVENTING IT

FROM LEAVING THE SITE. ONLY FOR USE DURING TIMBER CLEARING

OPERATIONS.

INLET SEDIMENT

TRAP

EXCAVATING AROUND A STORM DRAIN DROP INLET, CURB INLET OR

WEIR INLET, TO CATCH SEDIMENT. (SEE DETAIL) ALTERNATIVE

APPROVED METHODS MAY ALSO BE USED ACCORDING TO THE MANUAL

FOR EROSION AND SEDIMENT CONTROL IN GA. LATEST EDITION.

INLET SEDIMENT

TRAP

TYPE C SILT FENCE SUPPORTED BY STEEL POSTS SHALL BE USED. THE

STAKES SHALL BE SPACED EVENLY AROUND THE PERIMETER OF THE

INLET A MAX. OF 3 FEET APART, AND SECURELY DRIVEN INTO THE

GROUND, APPROX. 18" DEEP. THE FABRIC SHALL BE ENTRENCHED 12"

AND BACKFILLED WITH CRUSHED STONE OR COMPACTED SOIL.

CURB INLET

SEDIMENT TRAP

A CURB INLET FILTER AFTER PAVING HAS BEEN INSTALLED. METHOD

SHALL BE "PIGS-IN-A-BLANKET" OR #57 STONE GRAVEL BAGS

WRAPPED WITH FILTER FABRIC, WIRE, OR PLASTIC MESH. SEE DETAIL

SEDIMENT BASIN

A BASIN CREATED TO CATCH SEDIMENT DURING CONSTRUCTION.

67 CUBIC YARDS/ACRE FOR THE DISTURBED AREA DRAINING INTO

THE BASIN.

SEDIMENT TRAP

(STRAW BALE/SILT

FENCE)

A SMALL TEMPORARY POND THAT DRAINS A DISTURBED AREA OF UP

TO 1 ACRE. THE SILT FENCE AND STRAW BALE OUTLET RELIES ON

FILTERING THROUGH LAYERS OF AGGREGATE, RIPRAP TO DEWATER

THE SEDIMENT TRAP. LIFE SPAN IS UP TO 1 YEAR. SEE DETAIL FOR

Sd4-B.

SEDIMENT TRAP

(ROCK OUTLET)

A SMALL TEMPORARY POND THAT DRAINS A DISTURBED AREA OF UP TO

5 ACRES. THE ROCK OUTLET RELIES ON FILTERING THROUGH LAYERS

OF AGGREGATE, RIPRAP TO DEWATER THE SEDIMENT TRAP. LIFE SPAN

IS UP TO 1 YEAR. SEE DETAIL FOR Sd4-C.

STORM DRAIN

OUTLET

PROTECTION

PAVED AND/OR RIPRAPPED CHANNEL SECTIONS BELOW A STORM DRAIN

OUTLET. THE LENGTH AND THE WIDTH OF THE APRON SHALL BE

DETERMINED FROM DETAIL.

SURFACE

ROUGHENING

PROVIDING A ROUGH SOIL SURFACE WITH HORIZONTAL DEPRESSIONS

CREATED BY OPERATING A TILLAGE IMPLEMENT ON THE CONTOUR OR

BY LEAVING SLOPES IN A ROUGHENED CONDITION BY NOT

FINE-GRADING THEM.

TOPSOILING

STRIPPING OFF THE MORE FERTILE TOP SOIL, STORING IT, THEN

SPREADING IT OVER THE DISTURBED AREA AFTER COMPLETION OF

CONSTRUCTION ACTIVITIES.

TREE

PROTECTION

PROTECT DESIRABLE TREES FROM INJURY DURING THE CONSTRUCTION

ACTIVITY

BUFFER ZONE

A STRIP OF UNDISTURBED, ORIGINAL VEGETATION, ENHANCED OR

RESTORED EXISTING VEGETATION OR THE RE-ESTABLISHMENT OF

VEGETATION SURROUNDING AN AREA OF DISTURBANCE OR BORDERING

STREAMS, PONDS, WETLANDS, LAKES.

DISTURBED AREA

STABILIZATION,

TEMPORARY

(MULCHING ONLY)

MULCHING OF DRY STRAW / HAY (2-4") DEEP, WOOD WASTE (CHIPS,

SAWDUST, BARK, OR GRINDINGS) AS TEMPORARY PROTECTION FOR

DISTURBED AREAS. WOOD WASTE CAN BE USED ON SLOPES FLATTER

THAN 3:1 WITHOUT ANCHORING AT DEPTH OF 2" TO 3" OR RATE OF 6 TO 9

TON/ACRE.

DISTURBED AREA

STABILIZATION,

TEMPORARY

ANNUAL RYEGRASS 40 LBS./ACRE. FERTILIZE AT 500 LBS./ACRE, 10-10-10,

LIME RATE AT 50 LBS./1000 S.F.

DISTURBED AREA

STABILIZATION,

PERMANENT

COMMON HULLED BERMUDA SEED AT 10 LBS./ACRE AND 1500 LBS./ACRE

OF 6-12-12 FERTILIZER, APPLY LIME AT A RATE OF 1 TON/ACRE.

DISTURBED AREA

STABILIZATION,

PERMANENT

(SODDING)

A PERMANENT VEGETATIVE COVER USING SODS ON HIGHLY ERODIBLE

OR CRITICALLY ERODED LANDS.

DUST CONTROL CONTROLLING SURFACE AND AIR MOVEMENT OF DUST ON

CONSTRUCTION SITES, ROADWAYS AND DEMOLITION SITES.

SLOPE

STABILIZATION

RECPS - LONG TERM BLANKET CONSISTING OF OF 100% CURLED WOOD

BLANKET ON SLOPES TO PREVENT EROSION AND SLOW WATER FLOW

TO STABILIZE SOILS. (EXCELSIOR EROSION CONTROL BLANKET)

FLOCCULANTS

COAGULANTS

FLOCCULANTS AND COAGULANTS ARE FORMULATED TO ASSIST IN THE

SOLIDS/LIQUID SEPARATION OF SUSPENDED PARTICLES IN SOLUTION.

APPLICATION RATES SHALL COFORM TO MANUFACTURER'S GUIDELINES

FOR APPLICATION. ONLY ANIONIC FORM OF Fl-Co SHALL BE USED.

MONITORING

LOCATION SAMPLING LOCATION TO MONITOR THE STORM WATER FOR TURBIDITY.

Cd

Cd-S

Ch-1

Ch-2

Co

Di

Dn1

Fr

Lv

Rd

Rt-P

Sd1

Sd1-S

Sd1-BB

Sd2-Bg

Sd2-F

Sd2-P

Sd3

Sd4-B

Sd4-C

St

Su

Tp

Tr

Bf

Ds1

Ds2

Ds3

Ds4

Du

Ss

Fl-Co

RETROFITTING

A DEVICE PLACED IN FRONT OF A PERMANENT STORMWATER

DETENTION POND OUTLET STRUCTURE, OPEN END PIPE OUTLETS,

WINGED HEADWALLS, OR CONCRETE WEIR OUTLETS TO SERVE AS A

TEMPORARY SEDIMENT FILTER.(SLOTTED BOARD DAM WITH STONE OR

FILTER FABRIC)

Rt-B

BARRIER TO FILTER SEDIMENT FROM RUNOFF, PREVENTING IT FROM

LEAVING THE SITE. (BRUSH PILES, MULCH BERMS, FABRIC FENCE,

COMPACT FILTER SOCKS OR OTHER FILTERING MATERIAL ).

RETAINING WALL

A WALL CONSTRUCTED OF ONE OR MORE OF THE FOLLOWING:

CONCRETE MASONRY, REINFORCED CONCRETE CRIBBING, TREATED

TIMBERS, STEEL PILINGS, GABIONS, STONE DRYWALL, ROCK RIP-RAP,

ETC..

Re

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

BY THE CONTRACTOR SHALL BE REPAIRED TO A "LIKE NEW"

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

TURBIDITY

CURTAIN

A FLOATING OR STAKED BARRIER INSTALLED WITHIN THE WATER TO

MINIMIZE TURBIDITY AND SILT MIGRATION FROM WORK OCCURRING

WITHIN THE WATER OR AS A SUPPLEMENT TO PERIMETER CONTROL

BMPS AT THE WATER'S EDGE. SILT OR TURBIDITY IS CONFINED TO THE

AREA WITHIN THE BOUNDARY CREATED BY THE INSTALLATION.

Tc

SEPTIC TANK INFORMATION

SCALE: 1" = 40'

Feet 0 40 80

1 AD1 01-10-2025