james w. buckley & associates, inc. - pope … · james w. buckley & associates 114 north...
TRANSCRIPT
ISSUED FOR
GEOR
GIA
114 N
ORTH
GRE
EN S
TREE
TSW
AINS
BORO
, GEO
RGIA
304
01(4
78) 2
37-6
467
JAME
S W
. BUC
KLEY
& A
SSOC
IATE
S
JAME
S W
. BUC
KLEY
& A
SSOC
IATE
S, IN
C.AR
CHIT
ECTS
PLA
NNER
S IN
TERI
OR D
ESIG
NERS
CIV
IL EN
GINE
ERS
(478
) 237
-319
7 FA
X
CIVI
L ENG
INEE
RING
DEP
ARTM
ENT
BID
02/15/2016
10316
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBURK
E CO
. H.S
. FOO
TBAL
L FIE
LD M
ODIF
ICAT
IONS
AutoCAD SHX Text
JAMES W. BUCKLEY & ASSOCIATES INC.
AutoCAD SHX Text
BOARD CORPORATE LICENSING NUMBER %%U002802
AutoCAD SHX Text
GA. ENGINEERING & LAND SURVEYING
AutoCAD SHX Text
(912) 447-1080
AutoCAD SHX Text
SAVANNAH, GEORGIA 31401
AutoCAD SHX Text
SUITE 800
AutoCAD SHX Text
%%UI N D E X O F D R A W I N G S
AutoCAD SHX Text
ROME
AutoCAD SHX Text
(706) 234-1884
AutoCAD SHX Text
ROME, GEORGIA 30161
AutoCAD SHX Text
700 E. SECOND AVENUE; SUITE A
AutoCAD SHX Text
GEORGIA
AutoCAD SHX Text
COUNTY
AutoCAD SHX Text
DADE
AutoCAD SHX Text
WALKER
AutoCAD SHX Text
CATOOSA
AutoCAD SHX Text
WHITFIELD
AutoCAD SHX Text
MURRAY
AutoCAD SHX Text
GILMER
AutoCAD SHX Text
FANNIN
AutoCAD SHX Text
UNION
AutoCAD SHX Text
TOWNS
AutoCAD SHX Text
WHITE
AutoCAD SHX Text
RABUN
AutoCAD SHX Text
HABERSHAM
AutoCAD SHX Text
STEPHENS
AutoCAD SHX Text
LUMPKIN
AutoCAD SHX Text
DAWSON
AutoCAD SHX Text
PICKENS
AutoCAD SHX Text
CHATTOOGA
AutoCAD SHX Text
GORDON
AutoCAD SHX Text
FLOYD
AutoCAD SHX Text
BARTOW
AutoCAD SHX Text
CHEROKEE
AutoCAD SHX Text
FORSYTH
AutoCAD SHX Text
HALL
AutoCAD SHX Text
BANKS
AutoCAD SHX Text
FRANKLIN
AutoCAD SHX Text
HART
AutoCAD SHX Text
ELBERT
AutoCAD SHX Text
MADISON
AutoCAD SHX Text
JACKSON
AutoCAD SHX Text
BARROW
AutoCAD SHX Text
CLARKE
AutoCAD SHX Text
OGLETHORPE
AutoCAD SHX Text
GWINNETT
AutoCAD SHX Text
COBB
AutoCAD SHX Text
PAULDING
AutoCAD SHX Text
POLK
AutoCAD SHX Text
HARALSON
AutoCAD SHX Text
DOUGLAS
AutoCAD SHX Text
FULTON
AutoCAD SHX Text
DEKALB
AutoCAD SHX Text
WALTON
AutoCAD SHX Text
OCONEE
AutoCAD SHX Text
WILKES
AutoCAD SHX Text
LINCOLN
AutoCAD SHX Text
COLUMBIA
AutoCAD SHX Text
McDUFFIE
AutoCAD SHX Text
TALIA-
AutoCAD SHX Text
FERRO
AutoCAD SHX Text
GREENE
AutoCAD SHX Text
MORGAN
AutoCAD SHX Text
NEWTON
AutoCAD SHX Text
ROCK-
AutoCAD SHX Text
DALE
AutoCAD SHX Text
HENRY
AutoCAD SHX Text
CLAYTON
AutoCAD SHX Text
FAYETTE
AutoCAD SHX Text
COWETA
AutoCAD SHX Text
CARROLL
AutoCAD SHX Text
HEARD
AutoCAD SHX Text
SPALDING
AutoCAD SHX Text
BUTTS
AutoCAD SHX Text
JASPER
AutoCAD SHX Text
PUTNAM
AutoCAD SHX Text
HANCOCK
AutoCAD SHX Text
WARREN
AutoCAD SHX Text
GLAS-
AutoCAD SHX Text
COCK
AutoCAD SHX Text
RICHMOND
AutoCAD SHX Text
BURKE
AutoCAD SHX Text
JEFFERSON
AutoCAD SHX Text
WASHINGTON
AutoCAD SHX Text
BALDWIN
AutoCAD SHX Text
JONES
AutoCAD SHX Text
MONROE
AutoCAD SHX Text
LAMAR
AutoCAD SHX Text
PIKE
AutoCAD SHX Text
MERIWETHER
AutoCAD SHX Text
TROUP
AutoCAD SHX Text
HARRIS
AutoCAD SHX Text
TALBOT
AutoCAD SHX Text
UPSON
AutoCAD SHX Text
CRAWFORD
AutoCAD SHX Text
BIBB
AutoCAD SHX Text
TWIGGS
AutoCAD SHX Text
WILKINSON
AutoCAD SHX Text
JOHNSON
AutoCAD SHX Text
JENKINS
AutoCAD SHX Text
SCREVEN
AutoCAD SHX Text
EMANUEL
AutoCAD SHX Text
LAURENS
AutoCAD SHX Text
TREUTLEN
AutoCAD SHX Text
CANDLER
AutoCAD SHX Text
BULLOCH
AutoCAD SHX Text
EFFINGHAM
AutoCAD SHX Text
BLECKLEY
AutoCAD SHX Text
HOUSTON
AutoCAD SHX Text
PEACH
AutoCAD SHX Text
TAYLOR
AutoCAD SHX Text
MACON
AutoCAD SHX Text
MARION
AutoCAD SHX Text
MUSCOGEE
AutoCAD SHX Text
CHATTA-
AutoCAD SHX Text
HOOCHEE
AutoCAD SHX Text
SCHLEY
AutoCAD SHX Text
SUMTER
AutoCAD SHX Text
DOOLY
AutoCAD SHX Text
STEWART
AutoCAD SHX Text
PULASKI
AutoCAD SHX Text
DODGE
AutoCAD SHX Text
WHEELER
AutoCAD SHX Text
MONTGOMERY
AutoCAD SHX Text
TOOMBS
AutoCAD SHX Text
TATTNALL
AutoCAD SHX Text
EVANS
AutoCAD SHX Text
BRYAN
AutoCAD SHX Text
CHATHAM
AutoCAD SHX Text
LIBERTY
AutoCAD SHX Text
LONG
AutoCAD SHX Text
APPLING
AutoCAD SHX Text
JEFF
AutoCAD SHX Text
DAVIS
AutoCAD SHX Text
TELFAIR
AutoCAD SHX Text
WILCOX
AutoCAD SHX Text
CRISP
AutoCAD SHX Text
BEN HILL
AutoCAD SHX Text
TURNER
AutoCAD SHX Text
LEE
AutoCAD SHX Text
TERRELL
AutoCAD SHX Text
WEBSTER
AutoCAD SHX Text
WAYNE
AutoCAD SHX Text
McINTOSH
AutoCAD SHX Text
GLYNN
AutoCAD SHX Text
BACON
AutoCAD SHX Text
COFFEE
AutoCAD SHX Text
IRWIN
AutoCAD SHX Text
TIFT
AutoCAD SHX Text
WORTH
AutoCAD SHX Text
DOUGHERTY
AutoCAD SHX Text
QUIT-
AutoCAD SHX Text
MAN
AutoCAD SHX Text
RANDOLPH
AutoCAD SHX Text
CLAY
AutoCAD SHX Text
CALHOUN
AutoCAD SHX Text
EARLY
AutoCAD SHX Text
MILLER
AutoCAD SHX Text
BAKER
AutoCAD SHX Text
MITCHELL
AutoCAD SHX Text
COLQUITT
AutoCAD SHX Text
COOK
AutoCAD SHX Text
BERRIEN
AutoCAD SHX Text
ATKINSON
AutoCAD SHX Text
WARE
AutoCAD SHX Text
PIERCE
AutoCAD SHX Text
BRANTLEY
AutoCAD SHX Text
CAMDEN
AutoCAD SHX Text
CHARLTON
AutoCAD SHX Text
CLINCH
AutoCAD SHX Text
LANIER
AutoCAD SHX Text
SEMINOLE
AutoCAD SHX Text
DECATUR
AutoCAD SHX Text
GRADY
AutoCAD SHX Text
THOMAS
AutoCAD SHX Text
BROOKS
AutoCAD SHX Text
LOWNDES
AutoCAD SHX Text
ECHOLS
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
C
AutoCAD SHX Text
COPYRIGHT 2010. ALL RIGHTS RESERVED
AutoCAD SHX Text
ALBANY
AutoCAD SHX Text
(229) 883-4698
AutoCAD SHX Text
ALBANY, GEORGIA 31702
AutoCAD SHX Text
423 PINE AVENUE.
AutoCAD SHX Text
7 EAST CONGRESS STREET
AutoCAD SHX Text
SAVANNAH
AutoCAD SHX Text
ARCHITECTS PLANNERS INTERIOR DESIGNERS CIVIL ENGINEERS
AutoCAD SHX Text
SWAINSBORO
AutoCAD SHX Text
(478) 237-6467
AutoCAD SHX Text
SWAINSBORO, GEORGIA 30401
AutoCAD SHX Text
114 NORTH GREEN STREET
AutoCAD SHX Text
BURKE
AutoCAD SHX Text
BURKE CO. H.S. FOOTBALL FIELD MODIFICATIONS
AutoCAD SHX Text
FOOTBALL FIELD SITE PLANS
AutoCAD SHX Text
BURKE COUNTY PUBLIC SCHOOLS
AutoCAD SHX Text
789 BURKE VETERANS PKWY
AutoCAD SHX Text
WAYNESBORO, GA 30830
AutoCAD SHX Text
WAYNESBORO
AutoCAD SHX Text
(706) 554-5101
AutoCAD SHX Text
C0.0GENERAL NOTES GENERAL NOTES C1.0EXISTING CONDITIONS & TOPOGRAPHY EXISTING CONDITIONS & TOPOGRAPHY C1.1DEMOLITION PLAN DEMOLITION PLAN C2.0SITE/FIELD LAYOUT & UTILITY PLAN SITE/FIELD LAYOUT & UTILITY PLAN C3.0GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN C5.0CONSTRUCTION DETAILS CONSTRUCTION DETAILS C5.1CONSTRUCTION DETAILS CONSTRUCTION DETAILS SE0.0SOIL EROSION NOTES SOIL EROSION NOTES SE1.0SOIL EROSION & SEDIMENTATION CONTROL PLAN-INITIAL CLEARING PHASE SOIL EROSION & SEDIMENTATION CONTROL PLAN-INITIAL CLEARING PHASE SE1.1SOIL EROSION & SEDIMENTATION CONTROL PLAN-GRADING PHASE SOIL EROSION & SEDIMENTATION CONTROL PLAN-GRADING PHASE SE1.2SOIL EROSION & SEDIMENTATION CONTROL PLAN-FINAL PHASE SOIL EROSION & SEDIMENTATION CONTROL PLAN-FINAL PHASE SE2.0SOIL EROSION NOTES SOIL EROSION NOTES SE2.1SOIL EROSION NOTES & DETAILSSOIL EROSION NOTES & DETAILS
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
C0.0
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
GENE
RAL N
OTES
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
EXISTING
AutoCAD SHX Text
SITE
AutoCAD SHX Text
DATED: 07-09-2013.
AutoCAD SHX Text
%%UGENERAL NOTES
AutoCAD SHX Text
1. TOPOGRAPHIC AND BOUNDARY SURVEY DONE BY STEVE BARGERON & ASSOCIATES LLC.
AutoCAD SHX Text
2. THIS PROPERTY IS BEING USED FOR THE INSTALLATION OF ARTIFICIAL TURF ON AN EXISTING
AutoCAD SHX Text
3. CONTOUR INTERVAL IS 1.0'. DATUM IS BASED ON MEAN SEA LEVEL (M.S.L)
AutoCAD SHX Text
4. THIS PROPERTY IS LOCATED IN PARCEL 073 018, 1ST DISTRICT, CITY OF WAYNESBORO,
AutoCAD SHX Text
5. THE ZONING FOR THIS PROPERTY IS E6-EXEMPT.
AutoCAD SHX Text
6. THIS PARCEL CONTAINS A TOTAL OF %%U47.04 TOTAL ACRES, DISTURBED AREA IS 2.36 ACRES.
AutoCAD SHX Text
7. CONTRACTOR TO VERIFY BENCHMARKS, INVERTS, AND FINISH FLOORS
AutoCAD SHX Text
8. DEMOLITION TO INCLUDE ALL UTILITIES, STRUCTURES, AND
AutoCAD SHX Text
BURKE COUNTY, GEORGIA
AutoCAD SHX Text
PRIOR TO SETTING FINISH GRADES.
AutoCAD SHX Text
VEGETATION INSIDE NOTED AREA.
AutoCAD SHX Text
10. ANY BENCHMARKS TO BE DEMOLISHED WILL BE RELOCATED TO A
AutoCAD SHX Text
TRAFFIC CONTROL DEVICES DURING CONSTRUCTION.
AutoCAD SHX Text
PERMANENT STRUCTURE OUTSIDE CONSTRUCTION AREA PRIOR TO
AutoCAD SHX Text
START OF CONSTRUCTION BY GA R.L.S.
AutoCAD SHX Text
9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ESTABLISH AND MAINTAIN
AutoCAD SHX Text
STATE STANDARDS.
AutoCAD SHX Text
GIVEN TO EDGE OF PAVEMENT.
AutoCAD SHX Text
%%USITE PLAN NOTES
AutoCAD SHX Text
1. ALL SIGNAGE SHALL CONFORM TO APPLICABLE LOCAL AND
AutoCAD SHX Text
2. AT LOCATIONS OF CURB AND GUTTER, DIMENSIONS GIVEN TO FACE
AutoCAD SHX Text
OF CURB. DIMENSIONS AND CURVE DATA AT OTHER LOCATIONS
AutoCAD SHX Text
3. CURVE RADII AND DIMENSIONS FOR STREETS AND DRIVES ARE GIVEN
AutoCAD SHX Text
TO CENTERLINE OF DRIVE.
AutoCAD SHX Text
4. ALL STRIPING IN RIGHT-OF-WAY SHALL BE THERMO-PLASTIC.
AutoCAD SHX Text
GUTTER INSIDE GEORGIA D.O.T. RIGHTS-OF-WAY SHALL BE 30"
AutoCAD SHX Text
5. ALL ON SITE CURB AND GUTTER SHALL BE 24" STANDARD. CURB AND
AutoCAD SHX Text
STANDARD. LOCATE EXPANSION JOINTS AT MAXIMUM INTERVALS
AutoCAD SHX Text
FIXED STRUCTURES. (I.E. MANHOLES, CLEANOUTS, SIDEWALKS)
AutoCAD SHX Text
6. PROVIDE EXPANSION JOINTS BETWEEN CONCRETE PAVEMENT AND ALL
AutoCAD SHX Text
OF (30) FEET AND AT EVERY CHANGE IN DIRECTION.
AutoCAD SHX Text
7. LOCATE CONTRACTION JOINTS AT MAXIMUM INTERVALS OF (10) FEET.
AutoCAD SHX Text
AN APPROVED PERMIT. CONTRACTOR IS RESPONSIBLE.
AutoCAD SHX Text
8. NO WORK IS ALLOWED WITHIN A GEORGIA D.O.T. RIGHT-OF-WAY WITHOUT
AutoCAD SHX Text
FOR ALL NECESSARY TRAFFIC CONTROL DEVICES.
AutoCAD SHX Text
789 BURKE VETERANS PKWY
AutoCAD SHX Text
BURKE COUNTY PUBLIC SCHOOLS
AutoCAD SHX Text
11. OWNER / DEVELOPER
AutoCAD SHX Text
WAYNESBORO, GA 30830
AutoCAD SHX Text
PHONE: 706-554-3175
AutoCAD SHX Text
24 HR. CONTACT: PAUL WILLIAMS, MAINTENANCE DIRECTOR
AutoCAD SHX Text
12. THERE ARE NO KNOWN STATE WATERS PRESENT ON THIS SITE
AutoCAD SHX Text
WHICH REQUIRE A TWENTY FIVE FOOT MINMUM UNDISTURBED BUFFER.
AutoCAD SHX Text
TO AREAS OUTSIDE THESE LIMITS.
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR THE DISTURBANCE OF OR DAMAGE
AutoCAD SHX Text
LIMITS OF CONSTRUCTION THROUGHOUT THE DURATION OF THE PROJECT.
AutoCAD SHX Text
13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ESTABLISH AND MAINTAIN
AutoCAD SHX Text
14. THERE ARE KNOWN WETLANDS LOCATED ON THIS SITE.
AutoCAD SHX Text
THE LOCAL AUTHORITY.
AutoCAD SHX Text
BURNING IS ALLOWED ONLY IF THE PROPER PERMIT IS OBTAINED FROM
AutoCAD SHX Text
MAY BE BURNED AND/OR TAKEN TO A STATE APPROVED LAND FILL.
AutoCAD SHX Text
15. NO MATERIALS ARE TO BE BURIED ON-SITE. CONSTRUCTION MATERIALS
AutoCAD SHX Text
FOOTBALL FIELD AT BURKE COUNTY HIGH SCHOOL
AutoCAD SHX Text
MANHOLE
AutoCAD SHX Text
TP - TOP OF PAVEMENT
AutoCAD SHX Text
I.E. - INVERT ELEVATION
AutoCAD SHX Text
FG - FINISHED GRADE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
NEW SANITARY SEWER LINE
AutoCAD SHX Text
NEW ARTIFICIAL TURF PLAY SURFACE
AutoCAD SHX Text
NEW ASPHALT PAVING (LIGHT DUTY)
AutoCAD SHX Text
NEW CONCRETE SLAB/PAVING
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
G
AutoCAD SHX Text
WATER METER (W.M.)
AutoCAD SHX Text
G
AutoCAD SHX Text
W
AutoCAD SHX Text
SS
AutoCAD SHX Text
SD
AutoCAD SHX Text
STORM BASIN
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
CLEANOUT (C.O.)
AutoCAD SHX Text
GAS METER
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
FIRE HYDRANT (FH)
AutoCAD SHX Text
RE - RIM ELEVATION (TOP)
AutoCAD SHX Text
TW - TOP OF WALK
AutoCAD SHX Text
NEW CONTOUR
AutoCAD SHX Text
NEW GAS LINE
AutoCAD SHX Text
NEW WATER LINE
AutoCAD SHX Text
NEW STORM DRAIN LINE
AutoCAD SHX Text
NEW SIDEWALK
AutoCAD SHX Text
NEW STRUCTURE
AutoCAD SHX Text
00
AutoCAD SHX Text
NEW ASPHALT PAVING (SPECIAL CIRCUMSTANCES)
AutoCAD SHX Text
SD
AutoCAD SHX Text
SS
AutoCAD SHX Text
W
AutoCAD SHX Text
G
AutoCAD SHX Text
HATCH PATTERNS & LINETYPES
AutoCAD SHX Text
NEW CHAIN LINK FENCE
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
CENTER LINE
AutoCAD SHX Text
TREE LINE
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text
W
AutoCAD SHX Text
CONCRETE HEADWALL (HW)
AutoCAD SHX Text
FLARED END SECTION (F.E.S.)
AutoCAD SHX Text
BENCHMARK
AutoCAD SHX Text
NEW SIGN
AutoCAD SHX Text
HANDICAP SYMBOL
AutoCAD SHX Text
BACKFLOW PREVENTER
AutoCAD SHX Text
POST INDICATOR VALVE(P.I.V.)
AutoCAD SHX Text
TH - THROAT ELEVATION
AutoCAD SHX Text
TC - TOP OF CURB
AutoCAD SHX Text
PC - POINT OF CURVATURE
AutoCAD SHX Text
PT - POINT OF TANGENT
AutoCAD SHX Text
PI - POINT OF INTERSECTION
AutoCAD SHX Text
SD - STORM DRAIN
AutoCAD SHX Text
SS - SANITARY SEWER
AutoCAD SHX Text
W - WATER
AutoCAD SHX Text
G - GENERATOR
AutoCAD SHX Text
CB - CATCH BASIN
AutoCAD SHX Text
CMF - CONCRETE MONUMENT FOUND
AutoCAD SHX Text
CI - CURB INLET
AutoCAD SHX Text
T - TRANSFORMER
AutoCAD SHX Text
GT - GREASE TRAP
AutoCAD SHX Text
FH - FIRE HYDRANT
AutoCAD SHX Text
PP - POWER POLE
AutoCAD SHX Text
WI - WEIR INLET
AutoCAD SHX Text
IPS - IRON PIN SET
AutoCAD SHX Text
GI - GRATE INLET
AutoCAD SHX Text
IPF - IRON PIN FOUND
AutoCAD SHX Text
TG - TOP OF GRATE
AutoCAD SHX Text
F.P.E. - FINISHED PAD ELEVATION
AutoCAD SHX Text
F.F.E. - FINISHED FLOOR ELEVATION
AutoCAD SHX Text
SSMH - SANITARY SEWER MANHOLE
AutoCAD SHX Text
STMH - STORM MANHOLE
AutoCAD SHX Text
HDPE - HIGH-DENSITY POLYETHYLENE PIPE
AutoCAD SHX Text
RCP - REINFORCED CONCRETE PIPE
AutoCAD SHX Text
CMP CORRUGATED METAL PIPE
AutoCAD SHX Text
DIP - DUCTILE IRON PIPE
AutoCAD SHX Text
SYMBOLS
AutoCAD SHX Text
W
AutoCAD SHX Text
WATER FLOW
AutoCAD SHX Text
DEMOLITION NOTE
AutoCAD SHX Text
DRAINAGE STRUCTURE
AutoCAD SHX Text
SOIL EROSION PRACTICE
AutoCAD SHX Text
PSI - POUNDS PER SQUARE INCH
AutoCAD SHX Text
E - EASTING
AutoCAD SHX Text
GADOT - GEORGIA DEPT OF TRANSPORTATION
AutoCAD SHX Text
ID - INSIDE DIAMETER
AutoCAD SHX Text
GABC - GRADED AGGREGATE BASE COURSE
AutoCAD SHX Text
H/C - HANDICAP
AutoCAD SHX Text
ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS
AutoCAD SHX Text
AASHTO - AMERICAN ASSOCIATION OF STATE
AutoCAD SHX Text
CY - CUBIC YARD
AutoCAD SHX Text
R/W, ROW - RIGHT OF WAY
AutoCAD SHX Text
BMCF - BROKEN CONCRETE MONUMENT FOUND
AutoCAD SHX Text
W/ - WITH
AutoCAD SHX Text
CF - CUBIC FOOT
AutoCAD SHX Text
CONT. - CONTINUOUS
AutoCAD SHX Text
OD - OUTSIDE DIAMETER
AutoCAD SHX Text
LF - LINEAR FOOT
AutoCAD SHX Text
DIA., D, o - DIAMETER
AutoCAD SHX Text
SF - SQUARE FEET
AutoCAD SHX Text
N - NORTHING
AutoCAD SHX Text
HIGHWAY & TRANSPORTATION OFFICIALS
AutoCAD SHX Text
OC - ON CENTER
AutoCAD SHX Text
GPM - GALLONS PER MINUTE
AutoCAD SHX Text
DOT - DEPARTMENT OF TRANSPORTATION
AutoCAD SHX Text
TYP - TYPICAL
AutoCAD SHX Text
R - RADIUS
AutoCAD SHX Text
EWOC - EACH WAY ON CENTER
AutoCAD SHX Text
MIN. - MINIMUM
AutoCAD SHX Text
OPT. - OPTIONAL
AutoCAD SHX Text
MAX. - MAXIMUM
AutoCAD SHX Text
ALT. - ALTERNATE
AutoCAD SHX Text
MECH - MECHANICAL
AutoCAD SHX Text
ARCH. - ARCHITECTURAL
AutoCAD SHX Text
OCEW - ON CENTER EACH WAY
AutoCAD SHX Text
NEW SILT FENCE TYPE 'S'
AutoCAD SHX Text
XX
AutoCAD SHX Text
XX
AutoCAD SHX Text
NEW SILT FENCE TYPE 'NS'
AutoCAD SHX Text
XXX
AutoCAD SHX Text
XXX
AutoCAD SHX Text
TD-TOP OF DRAIN
AutoCAD SHX Text
GRADING
AutoCAD SHX Text
%%UGRADING & DRAINAGE NOTES
AutoCAD SHX Text
2. ELEVATIONS ARE BASED ON MEAN SEA LEVEL.(M.S.L.)
AutoCAD SHX Text
1. TIE ALL NEW CONTOURS AND GRADES INTO EXISTING WITH SMOOTH,
AutoCAD SHX Text
UNIFORM AND EVEN SLOPES TO ENSURE THAT WATER DRAINS
AutoCAD SHX Text
AWAY FROM BUILDINGS.
AutoCAD SHX Text
3. ALL FLARED END SECTIONS SHALL BE REINFORCED CONCRETE.
AutoCAD SHX Text
4. ALL HEADWALLS AND FLARED END SECTIONS SHALL BE REINFORCED
AutoCAD SHX Text
PRE-CAST OR CAST IN PLACE MAY BE USED AT CONTRACTOR'S
AutoCAD SHX Text
DISCRETION.
AutoCAD SHX Text
BE REINFORCED CONCRETE PIPE CONFORMING TO D.O.T. SPECIFICATIONS.
AutoCAD SHX Text
5. ALL STORM DRAINAGE PIPE LOCATED INSIDE A PUBLIC RIGHT-OF-WAY SHALL
AutoCAD SHX Text
6. STORM WATER MANAGEMENT FOR THIS PROJECT IS PROVIDED ON-SITE.
AutoCAD SHX Text
7. WETLAND CERTIFICATION: THE DESIGN PROFESSIONAL, WHOSE SEAL APPEARS HEREON, CERTIFIES THE
AutoCAD SHX Text
FOLLOWING: 1)THE NATIONAL WETLAND INVENTORY MAPS HAVE BEEN CONSULTED, AND, 2)THE APPROPRIATE
AutoCAD SHX Text
PLAN SHEET ( ) DOES/ (X ) DOES NOT INDICATE AREAS OF UNITED STATES ARMY CORPS OF ENGINEERS
AutoCAD SHX Text
JURISDICTIONAL WETLANDS AS SHOWN ON THE MAPS, AND, 3)IF WETLANDS ARE INDICATED, THE LAND OWNER
AutoCAD SHX Text
OR DEVELOPER HAS BEEN ADVISED THAT THE LAND DISTURBANCE OF PROTECTED WETLANDS SHALL NOT
AutoCAD SHX Text
OCCUR UNLESS THE APPROPRIATE FEDERAL WETLANDS ALTERATION ('SECTION 404') BID HAS BEEN OBTAINED.
AutoCAD SHX Text
8. MAXIMUM SLOPE FOR CUT OR FILL IS 2H: 1V EXCEPT EARTHEN DAM EMBANKMENTS SHALL BE 3H: 1V.
AutoCAD SHX Text
9. HDPE PIPE SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M-294 AND AASHTO MP7, TYPE S & D. CONNECTIONS
AutoCAD SHX Text
SHALL USE A RUBBER GASKET, WHICH CONFORMS TO ASTM F-477. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM
AutoCAD SHX Text
RECOMMENDED PRACTICE D-2321, AASHTO SECTION 30, OR WITH SECTION 550 IF THE GEORGIA DOT STANDARD
AutoCAD SHX Text
SPECIFICATIONS, CONSTRUCTION ROADS AND BRIDGES.
AutoCAD SHX Text
10. ALL RCP PIPE JOINTS SHALL BE BELL & SPIGOT TYPES WITH A RUBBER GASKET CONFORMING TO ASTM C-443, THE PIPE SHALL
AutoCAD SHX Text
BE MANUFACTURED IN ACCORDANCE WITH AASHTO M-170 AND/ OR ASTM C-76. CLASS OF PIPE AND WALL THICKNESS SHALL
AutoCAD SHX Text
BE IN ACCORDANCE WITH 1030-D, GEORGIA DOT SPECIFICATIONS, TABLE NO. 1. INSTALLATION SHALL BE IN ACCORDANCE
AutoCAD SHX Text
WITH SECTION 550 OF THE GEORGIA DOT STANDARD SPECIFICATIONS, CONSTRUCTION OF ROADS AND BRIDGES.
AutoCAD SHX Text
NAD 83
AutoCAD SHX Text
%%UVICINITY MAP
AutoCAD SHX Text
%%USCALE: N.T.S.
AutoCAD SHX Text
%%UGENERAL UTILITY NOTES
AutoCAD SHX Text
AND WATER LINE MUST BE ENCASED WITH CONCRETE.
AutoCAD SHX Text
IS LESS THAN 18", OR IF WATER LINE MUST BE BENEATH SANITARY
AutoCAD SHX Text
SHALL BE PLACED 18"(MIN.) ABOVE SANITARY LINE. IF CLEARANCE
AutoCAD SHX Text
5. WHERE WATER LINES CROSS SANITARY SEWER LINES, WATER LINES
AutoCAD SHX Text
4. COORDINATE ALL GAS CONNECTIONS WITH LOCAL GAS COMPANY.
AutoCAD SHX Text
ALLOW TIME FOR EXISTING UTILITIES TO BE FLAGGED.
AutoCAD SHX Text
DAYS NOTICE TO THE UTILITY COMPANY PRIOR TO EXCAVATION TO
AutoCAD SHX Text
3. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF THREE(3) WORKING
AutoCAD SHX Text
ANY AND ALL UNDERGROUND UTILITIES.
AutoCAD SHX Text
CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE
AutoCAD SHX Text
ANY AND ALL DAMAGES WHICH MIGHT OCCUR THROUGH THE
AutoCAD SHX Text
EXISTING UTILITIES BEFORE COMMENCING WORK OR
AutoCAD SHX Text
INDEPENDENTLY DETERMINE THE EXACT LOCATION OF ALL
AutoCAD SHX Text
POSITIONS ARE APPROXIMATE. THE CONTRACTOR SHALL
AutoCAD SHX Text
AVAILABLE RECORDS AND FIELD EXAMINATION. THE
AutoCAD SHX Text
2. EXISTING UNDERGROUND UTILITIES SHOWN ARE BASED ON
AutoCAD SHX Text
1. ELEVATIONS ARE BASED ON MEAN SEA LEVEL.(M.S.L.)
AutoCAD SHX Text
PURCHASING MATERIALS AND SHALL NOTIFY OWNERS REPRE-
AutoCAD SHX Text
SENTATIVE OF ANY DISCREPANCIES OR UNCHARTED UTILITIES.
AutoCAD SHX Text
THE CONTRACTOR SHALL AGREE TO BE FULLY RESPONSIBLE FOR
AutoCAD SHX Text
SEWER, WATER AND SEWER LINES MUST BE D.I.P. AT THESE LOCATIONS
AutoCAD SHX Text
6. CONTRACTOR TO COORDINATE WITH ALL LOCAL UTILITY COMPANIES WHEN
AutoCAD SHX Text
RELOCATING ANY EXISTING UTILITIES OR INSTALLING NEW UTILITIES.
AutoCAD SHX Text
7. SPRINKLER RISER LOCATION(S) TO BE COORDINATED WITH THE ARCHITECTURAL
AutoCAD SHX Text
AND PLUMBING PLANS.
AutoCAD SHX Text
8. NO LANDSCAPING MAY BE PLACED WITHIN (7) FEET OF ANY UNDERGROUND UTILITY.
AutoCAD SHX Text
9. TRENCH WIDTHS SHALL BE NO LESS THAN (24) INCHES PLUS DIAMETER OF PIPE.
AutoCAD SHX Text
AND ARCHITECT'S REPRESENTATIVE PRIOR TO INSTALLATION.
AutoCAD SHX Text
10. ALL MATERIALS, INCLUDING FITTINGS, SHALL BE INSPECTED BY LOCAL AUTHORITY
AutoCAD SHX Text
DRAWINGS WILL BE REQUIRED FOR FINAL RELEASE OF THE PROJECT.
AutoCAD SHX Text
DRAWINGS THAT INCLUDE AS-BUILT CONDITIONS. AS-BUILT OR RECORD
AutoCAD SHX Text
11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A MARKED-UP SET OF
AutoCAD SHX Text
WITHOUT AN APPROVED PERMIT.
AutoCAD SHX Text
12. NO UTILITY WORK IS ALLOWED WITHIN A GEORGIA D.O.T. RIGHT-OF-WAY
AutoCAD SHX Text
UTILITY
AutoCAD SHX Text
SITE
AutoCAD SHX Text
GA HWY 56
AutoCAD SHX Text
GA HWY 24
AutoCAD SHX Text
W. 6TH ST.
AutoCAD SHX Text
E. 6TH ST.
AutoCAD SHX Text
N. LIBERTY ST.
AutoCAD SHX Text
S. LIBERTY ST.
AutoCAD SHX Text
GA HWY 56
AutoCAD SHX Text
GA HWY 24
AutoCAD SHX Text
25
AutoCAD SHX Text
(BYPASS)
AutoCAD SHX Text
WAYNESBORO
AutoCAD SHX Text
VETERANS PKWY
AutoCAD SHX Text
(BYPASS)
AutoCAD SHX Text
VETERANS PKWY
AutoCAD SHX Text
25
AutoCAD SHX Text
25
AutoCAD SHX Text
GA HWY 25
AutoCAD SHX Text
BURKE
AutoCAD SHX Text
BURKE
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
C1.0
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
EXIS
TING
CON
DITI
ONS
& TO
POGR
APHY
AutoCAD SHX Text
EX GOAL POST
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC/
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (2'x2') TOP 250.20 IE 248.55
AutoCAD SHX Text
DI TOP 249.54 IE 244.59
AutoCAD SHX Text
DI TOP 260.67 IE 240.02
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
DI TOP 245.34 IE 243.34
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
SAN SEW MH TOP 249.36 IE 241.11
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
CONC
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
DI TOP 239.78 IE 235.24
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
IE241.37
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
MATTED SURFACE
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
METAL STORAGE BUILDING
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS & CONCESSIONS)
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS)
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
FF 259.8'
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
14"TREE
AutoCAD SHX Text
W
AutoCAD SHX Text
X
AutoCAD SHX Text
A.C.
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
EX. FOOTBALL FIELD
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (1'x1') TOP 250.22 IE 248.92
AutoCAD SHX Text
DI (2'x2') TOP 250.18 IE 248.53
AutoCAD SHX Text
DI (2'x2') TOP 250.01 IE 247.71
AutoCAD SHX Text
DI TOP 249.46 IE 245.11
AutoCAD SHX Text
DI TOP 249.25 IE 245.35 (FULL OF DEBRIS)
AutoCAD SHX Text
DI TOP 249.18 IE 245.58
AutoCAD SHX Text
DI TOP 258.94 IE 249.64
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
5"TREE
AutoCAD SHX Text
15"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
X
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONTROL BOX
AutoCAD SHX Text
S
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
POWER BOX
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
16"TREE
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
252
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
249
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
BRICK SCHOOL BUILDING
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
263.17 FINISHED FLOOR
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
ENTRANCE
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
262
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
266
AutoCAD SHX Text
FFE: 263.17
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
S
AutoCAD SHX Text
wm
AutoCAD SHX Text
1184
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.64
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.66
AutoCAD SHX Text
1188
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.67
AutoCAD SHX Text
EX GOAL POST
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 247.79
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (2'x2') TOP 250.17 IE 248.62
AutoCAD SHX Text
DI (1'x1') TOP 250.18 IE 248.88
AutoCAD SHX Text
DI TOP 250.49 IE 237.89
AutoCAD SHX Text
DI TOP 253.21 IE 238.96
AutoCAD SHX Text
DI TOP 239.67 IE 237.43
AutoCAD SHX Text
DI TOP 240.58 IE 236.48
AutoCAD SHX Text
SAN SEW MH TOP 250.83 IE 245.88
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
DI TOP 249.18
AutoCAD SHX Text
DI TOP 249.05 IE 242.05
AutoCAD SHX Text
DI TOP 249.19 IE 243.29
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
12"PVC
AutoCAD SHX Text
12"CCMP STORM
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
12"RCP STORM
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
IE 243.00
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
2"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
10"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
IE 241.00
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
IE 241.64
AutoCAD SHX Text
S
AutoCAD SHX Text
OVERHEAD COMMUNICATION LINE
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
241
AutoCAD SHX Text
242
AutoCAD SHX Text
243
AutoCAD SHX Text
244
AutoCAD SHX Text
245
AutoCAD SHX Text
246
AutoCAD SHX Text
247
AutoCAD SHX Text
248
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
IE248.4
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
240
AutoCAD SHX Text
240
AutoCAD SHX Text
253
AutoCAD SHX Text
255
AutoCAD SHX Text
260
AutoCAD SHX Text
265
AutoCAD SHX Text
F.F.E.= 247.00
AutoCAD SHX Text
CONCESSIONS
AutoCAD SHX Text
IE 245.98
AutoCAD SHX Text
6" WATER
AutoCAD SHX Text
F.F.E.=250.00
AutoCAD SHX Text
3" WATER
AutoCAD SHX Text
FH
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 249.63
AutoCAD SHX Text
* 249.38
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
249.95 *
AutoCAD SHX Text
* 249.64
AutoCAD SHX Text
* 249.14
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 247.02
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 246.84
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.35
AutoCAD SHX Text
* 247.95
AutoCAD SHX Text
* 245.50
AutoCAD SHX Text
* 249.05
AutoCAD SHX Text
* 249.12
AutoCAD SHX Text
* 248.79
AutoCAD SHX Text
* 248.98
AutoCAD SHX Text
* 249.19
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 246.64
AutoCAD SHX Text
246.75 *
AutoCAD SHX Text
246.70 *
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 246.50
AutoCAD SHX Text
* 247.50
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.27
AutoCAD SHX Text
247.05 *
AutoCAD SHX Text
246.76 *
AutoCAD SHX Text
248.92 *
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.60
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 246.57
AutoCAD SHX Text
* 246.37
AutoCAD SHX Text
248.83 *
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.70
AutoCAD SHX Text
* 249.33
AutoCAD SHX Text
* 249.50
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.36
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.00
AutoCAD SHX Text
* 251.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.96
AutoCAD SHX Text
* 250.40
AutoCAD SHX Text
* 249.90
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 250.25
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.67
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.85
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 245.56
AutoCAD SHX Text
* 241.80
AutoCAD SHX Text
* 245.00
AutoCAD SHX Text
* 244.50
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
250.90 *
AutoCAD SHX Text
* 251.35
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.64
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.85
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 246.90
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
D1 RIM:250.6 INV:237.81
AutoCAD SHX Text
D2 RIM:249.50 INV:240.91
AutoCAD SHX Text
D3 RIM:249.00 INV:241.20
AutoCAD SHX Text
D4 RIM:248.85 INV:241.52
AutoCAD SHX Text
D5 RIM:249.00 INV:242.22
AutoCAD SHX Text
D6 RIM:249.56 INV:242.78
AutoCAD SHX Text
D7 RIM:249.50 INV:243.36
AutoCAD SHX Text
D8 RIM:246.90 INV:243.89
AutoCAD SHX Text
D9 RIM:249.19 INV:243.5 INV:243.29
AutoCAD SHX Text
D10
AutoCAD SHX Text
D11 RIM:249.00 INV:244.00
AutoCAD SHX Text
D12
AutoCAD SHX Text
D13
AutoCAD SHX Text
co
AutoCAD SHX Text
co
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.50
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.50
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 241.50
AutoCAD SHX Text
* 241.00
AutoCAD SHX Text
* 248.55
AutoCAD SHX Text
* 256.00
AutoCAD SHX Text
* 255.94
AutoCAD SHX Text
* 254.94
AutoCAD SHX Text
* 253.94
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
co
AutoCAD SHX Text
co
AutoCAD SHX Text
co
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
co
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
co
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
EXISTING LEARNING CENTER BLDG.
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
POLE VAULT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
DI (2'x2') TOP 250.20 IE 248.81
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 248.32
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 248.58
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
GA East Zone,NAD 83
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
DI TOP 249.09 IE 239.26
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
EXISTING CONDITIONS & TOPOGRAPHY
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
80
AutoCAD SHX Text
10
AutoCAD SHX Text
SCALE: 1"= 20'
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
C1.1
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
DEMO
LITIO
N PL
AN
AutoCAD SHX Text
EX GOAL POST
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC/
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (2'x2') TOP 250.20 IE 248.55
AutoCAD SHX Text
DI TOP 249.54 IE 244.59
AutoCAD SHX Text
DI TOP 260.67 IE 240.02
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
DI TOP 245.34 IE 243.34
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
SAN SEW MH TOP 249.36 IE 241.11
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
CONC
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
DI TOP 239.78 IE 235.24
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
IE241.37
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
MATTED SURFACE
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
METAL STORAGE BUILDING
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS & CONCESSIONS)
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS)
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
FF 259.8'
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
14"TREE
AutoCAD SHX Text
W
AutoCAD SHX Text
X
AutoCAD SHX Text
A.C.
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
EX. FOOTBALL FIELD
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (1'x1') TOP 250.22 IE 248.92
AutoCAD SHX Text
DI (2'x2') TOP 250.18 IE 248.53
AutoCAD SHX Text
DI (2'x2') TOP 250.01 IE 247.71
AutoCAD SHX Text
DI TOP 249.46 IE 245.11
AutoCAD SHX Text
DI TOP 249.25 IE 245.35 (FULL OF DEBRIS)
AutoCAD SHX Text
DI TOP 249.18 IE 245.58
AutoCAD SHX Text
DI TOP 258.94 IE 249.64
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
5"TREE
AutoCAD SHX Text
15"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
X
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONTROL BOX
AutoCAD SHX Text
S
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
POWER BOX
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
16"TREE
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
252
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
249
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
BRICK SCHOOL BUILDING
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
263.17 FINISHED FLOOR
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
ENTRANCE
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
262
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
266
AutoCAD SHX Text
FFE: 263.17
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
S
AutoCAD SHX Text
wm
AutoCAD SHX Text
1184
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.64
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.66
AutoCAD SHX Text
1188
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.67
AutoCAD SHX Text
EX GOAL POST
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 247.79
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (2'x2') TOP 250.17 IE 248.62
AutoCAD SHX Text
DI (1'x1') TOP 250.18 IE 248.88
AutoCAD SHX Text
DI TOP 250.49 IE 237.89
AutoCAD SHX Text
DI TOP 253.21 IE 238.96
AutoCAD SHX Text
DI TOP 239.67 IE 237.43
AutoCAD SHX Text
DI TOP 240.58 IE 236.48
AutoCAD SHX Text
SAN SEW MH TOP 250.83 IE 245.88
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
DI TOP 249.18
AutoCAD SHX Text
DI TOP 249.05 IE 242.05
AutoCAD SHX Text
DI TOP 249.19 IE 243.29
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
12"PVC
AutoCAD SHX Text
12"CCMP STORM
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
12"RCP STORM
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
IE 243.00
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
2"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
10"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
IE 241.00
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
IE 241.64
AutoCAD SHX Text
S
AutoCAD SHX Text
OVERHEAD COMMUNICATION LINE
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
241
AutoCAD SHX Text
242
AutoCAD SHX Text
243
AutoCAD SHX Text
244
AutoCAD SHX Text
245
AutoCAD SHX Text
246
AutoCAD SHX Text
247
AutoCAD SHX Text
248
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
IE248.4
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
240
AutoCAD SHX Text
240
AutoCAD SHX Text
253
AutoCAD SHX Text
255
AutoCAD SHX Text
260
AutoCAD SHX Text
265
AutoCAD SHX Text
F.F.E.= 247.00
AutoCAD SHX Text
CONCESSIONS
AutoCAD SHX Text
IE 245.98
AutoCAD SHX Text
6" WATER
AutoCAD SHX Text
F.F.E.=250.00
AutoCAD SHX Text
3" WATER
AutoCAD SHX Text
FH
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 249.63
AutoCAD SHX Text
* 249.38
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
249.95 *
AutoCAD SHX Text
* 249.64
AutoCAD SHX Text
* 249.14
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 247.02
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 246.84
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.35
AutoCAD SHX Text
* 247.95
AutoCAD SHX Text
* 245.50
AutoCAD SHX Text
* 249.05
AutoCAD SHX Text
* 249.12
AutoCAD SHX Text
* 248.79
AutoCAD SHX Text
* 248.98
AutoCAD SHX Text
* 249.19
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 246.64
AutoCAD SHX Text
246.75 *
AutoCAD SHX Text
246.70 *
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 246.50
AutoCAD SHX Text
* 247.50
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.27
AutoCAD SHX Text
247.05 *
AutoCAD SHX Text
246.76 *
AutoCAD SHX Text
248.92 *
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.60
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 246.57
AutoCAD SHX Text
* 246.37
AutoCAD SHX Text
248.83 *
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.70
AutoCAD SHX Text
* 249.33
AutoCAD SHX Text
* 249.50
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.36
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.00
AutoCAD SHX Text
* 251.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.96
AutoCAD SHX Text
* 250.40
AutoCAD SHX Text
* 249.90
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 250.25
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.67
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.85
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 245.56
AutoCAD SHX Text
* 241.80
AutoCAD SHX Text
* 245.00
AutoCAD SHX Text
* 244.50
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
250.90 *
AutoCAD SHX Text
* 251.35
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.64
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.85
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 246.90
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
D1 RIM:250.6 INV:237.81
AutoCAD SHX Text
D2 RIM:249.50 INV:240.91
AutoCAD SHX Text
D3 RIM:249.00 INV:241.20
AutoCAD SHX Text
D4 RIM:248.85 INV:241.52
AutoCAD SHX Text
D5 RIM:249.00 INV:242.22
AutoCAD SHX Text
D6 RIM:249.56 INV:242.78
AutoCAD SHX Text
D7 RIM:249.50 INV:243.36
AutoCAD SHX Text
D8 RIM:246.90 INV:243.89
AutoCAD SHX Text
D9 RIM:249.19 INV:243.5 INV:243.29
AutoCAD SHX Text
D10
AutoCAD SHX Text
D11 RIM:249.00 INV:244.00
AutoCAD SHX Text
D12
AutoCAD SHX Text
D13
AutoCAD SHX Text
co
AutoCAD SHX Text
co
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.50
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.50
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 241.50
AutoCAD SHX Text
* 241.00
AutoCAD SHX Text
* 248.55
AutoCAD SHX Text
* 256.00
AutoCAD SHX Text
* 255.94
AutoCAD SHX Text
* 254.94
AutoCAD SHX Text
* 253.94
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
co
AutoCAD SHX Text
co
AutoCAD SHX Text
co
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
co
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
co
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
EXISTING LEARNING CENTER BLDG.
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
POLE VAULT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
DI (2'x2') TOP 250.20 IE 248.81
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 248.32
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 248.58
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
GA East Zone,NAD 83
AutoCAD SHX Text
REMOVE EXISTING STORM DRAIN LINES AND STRUCTURES
AutoCAD SHX Text
REMOVE ALL EXISTING TURF GRASS FROM THIS AREA
AutoCAD SHX Text
REMOVE EXISTING STORM DRAIN LINES AND STRUCTURES
AutoCAD SHX Text
REMOVE EXISTING STORM DRAIN LINES AND STRUCTURES
AutoCAD SHX Text
REMOVE EXISTING STORM DRAIN LINES AND STRUCTURES
AutoCAD SHX Text
REMOVE EXISTING CONCRETE PAVEMENT
AutoCAD SHX Text
REMOVE EXISTING GOAL POST
AutoCAD SHX Text
REMOVE EXISTING GOAL POST
AutoCAD SHX Text
REMOVE EXISTING STORM DRAIN LINES AND STRUCTURES
AutoCAD SHX Text
REMOVE EXISTING STORM DRAIN LINES AND STRUCTURES
AutoCAD SHX Text
REMOVE EXISTING STORM DRAIN LINES AND STRUCTURES
AutoCAD SHX Text
REMOVE ALL EXISTING TURF GRASS FROM THIS AREA
AutoCAD SHX Text
REMOVE ALL EXISTING TURF GRASS FROM THIS AREA
AutoCAD SHX Text
EXISTING STORM LINE TO REMAIN IN PLACE
AutoCAD SHX Text
EXISTING STORM LINE TO REMAIN IN PLACE
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
CONTRACTOR TO PROTECT EXISTING POWER LINE DURING CONSTRUCTION
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
REMOVE EXISTING STORM DRAIN LINES AND STRUCTURES
AutoCAD SHX Text
DI TOP 249.09 IE 239.26
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
80
AutoCAD SHX Text
10
AutoCAD SHX Text
SCALE: 1"= 20'
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
C2.0
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
SITE
/ FIE
LD LA
YOUT
& U
TILIT
Y PL
AN
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
SAN SEW MH TOP 249.36 IE 241.11
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
CONC
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
METAL STORAGE BUILDING
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS & CONCESSIONS)
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS)
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
FF 259.8'
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
14"TREE
AutoCAD SHX Text
W
AutoCAD SHX Text
X
AutoCAD SHX Text
A.C.
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
5"TREE
AutoCAD SHX Text
15"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
X
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONTROL BOX
AutoCAD SHX Text
S
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
POWER BOX
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
16"TREE
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
BRICK SCHOOL BUILDING
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
263.17 FINISHED FLOOR
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
ENTRANCE
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
FFE: 263.17
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
S
AutoCAD SHX Text
wm
AutoCAD SHX Text
1184
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.64
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.66
AutoCAD SHX Text
1188
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.67
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
SAN SEW MH TOP 250.83 IE 245.88
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
10"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
S
AutoCAD SHX Text
OVERHEAD COMMUNICATION LINE
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
F.F.E.= 247.00
AutoCAD SHX Text
CONCESSIONS
AutoCAD SHX Text
IE 245.98
AutoCAD SHX Text
6" WATER
AutoCAD SHX Text
F.F.E.=250.00
AutoCAD SHX Text
3" WATER
AutoCAD SHX Text
FH
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 249.63
AutoCAD SHX Text
* 249.38
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
249.95 *
AutoCAD SHX Text
* 249.64
AutoCAD SHX Text
* 249.14
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 247.02
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 246.84
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.35
AutoCAD SHX Text
* 247.95
AutoCAD SHX Text
* 245.50
AutoCAD SHX Text
* 249.05
AutoCAD SHX Text
* 249.12
AutoCAD SHX Text
* 248.79
AutoCAD SHX Text
* 248.98
AutoCAD SHX Text
* 249.19
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 246.64
AutoCAD SHX Text
246.75 *
AutoCAD SHX Text
246.70 *
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 246.50
AutoCAD SHX Text
* 247.50
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.27
AutoCAD SHX Text
247.05 *
AutoCAD SHX Text
246.76 *
AutoCAD SHX Text
248.92 *
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.60
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 246.57
AutoCAD SHX Text
* 246.37
AutoCAD SHX Text
248.83 *
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.70
AutoCAD SHX Text
* 249.33
AutoCAD SHX Text
* 249.50
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.36
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.00
AutoCAD SHX Text
* 251.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.96
AutoCAD SHX Text
* 250.40
AutoCAD SHX Text
* 249.90
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 250.25
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.67
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.85
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 245.56
AutoCAD SHX Text
* 241.80
AutoCAD SHX Text
* 245.00
AutoCAD SHX Text
* 244.50
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
250.90 *
AutoCAD SHX Text
* 251.35
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.64
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.85
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 246.90
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.50
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.50
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 241.50
AutoCAD SHX Text
* 241.00
AutoCAD SHX Text
* 248.55
AutoCAD SHX Text
* 256.00
AutoCAD SHX Text
* 255.94
AutoCAD SHX Text
* 254.94
AutoCAD SHX Text
* 253.94
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
EXISTING LEARNING CENTER BLDG.
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
POLE VAULT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
GA East Zone,NAD 83
AutoCAD SHX Text
NEW ARTIFICAL TURF SURFACE
AutoCAD SHX Text
NEW ARTIFICAL TURF SURFACE
AutoCAD SHX Text
NEW ARTIFICAL TURF SURFACE
AutoCAD SHX Text
RADIUS POINT
AutoCAD SHX Text
RADIUS POINT
AutoCAD SHX Text
NEW GOAL POST
AutoCAD SHX Text
NEW SOCCER FIELD
AutoCAD SHX Text
NEW FOOTBALL FIELD
AutoCAD SHX Text
NEW SOCCER FIELD
AutoCAD SHX Text
NEW FOOTBALL FIELD
AutoCAD SHX Text
NEW 4" CONCRETE PAVEMENT
AutoCAD SHX Text
6" CONCRETE CURB, FLUSH WITH CONCRETE PAVEMENT AND ARTIFICAL TURF
AutoCAD SHX Text
HIGH JUMP AREA, SEE DETAIL
AutoCAD SHX Text
PAINTED WHITE STRIPE
AutoCAD SHX Text
NEW ELECTRICAL LINE
AutoCAD SHX Text
NEW ELECTRICAL BOX, TIE IN LOCATION TO BE DETERMINED ONCE EXISTING UNDERGROUND POWER LINE HAS BEEN LOCATED.
AutoCAD SHX Text
NEW ELECTRICAL BOX
AutoCAD SHX Text
NEW ELECTRICAL BOX
AutoCAD SHX Text
NEW ELECTRICAL LINE
AutoCAD SHX Text
EXISTING ELECTRICAL LINE
AutoCAD SHX Text
15' SAFETY ZONE
AutoCAD SHX Text
15' SAFETY ZONE
AutoCAD SHX Text
15' SAFETY ZONE
AutoCAD SHX Text
15' SAFETY ZONE
AutoCAD SHX Text
NEW GOAL POST
AutoCAD SHX Text
NEW ELECTRICAL LINE
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
EXISTING EDGE OF PAVEMENT
AutoCAD SHX Text
EXISTING EDGE OF PAVEMENT
AutoCAD SHX Text
EXISTING EDGE OF PAVEMENT
AutoCAD SHX Text
EXISTING EDGE OF PAVEMENT
AutoCAD SHX Text
EXISTING EDGE OF PAVEMENT
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
SITE/ FIELD LAYOUT & UTILITY PLAN
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
80
AutoCAD SHX Text
10
AutoCAD SHX Text
SCALE: 1"= 20'
∅
∅
∅
∅
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
C3.0
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
GRAD
ING
& DR
AINA
GE P
LAN
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
DI TOP 249.54 IE 244.59
AutoCAD SHX Text
DI TOP 260.67 IE 240.02
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
DI TOP 245.34 IE 243.34
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
SAN SEW MH TOP 249.36 IE 241.11
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
CONC
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
DI TOP 239.78 IE 235.24
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
IE241.37
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
METAL STORAGE BUILDING
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS & CONCESSIONS)
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS)
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
FF 259.8'
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
14"TREE
AutoCAD SHX Text
W
AutoCAD SHX Text
X
AutoCAD SHX Text
A.C.
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
DI TOP 249.46 IE 245.11
AutoCAD SHX Text
DI TOP 249.25 IE 245.35 (FULL OF DEBRIS)
AutoCAD SHX Text
DI TOP 249.18 IE 245.58
AutoCAD SHX Text
DI TOP 258.94 IE 249.64
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
5"TREE
AutoCAD SHX Text
15"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
X
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONTROL BOX
AutoCAD SHX Text
S
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
POWER BOX
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
16"TREE
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
252
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
249
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
BRICK SCHOOL BUILDING
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
263.17 FINISHED FLOOR
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
ENTRANCE
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
262
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
266
AutoCAD SHX Text
FFE: 263.17
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
S
AutoCAD SHX Text
wm
AutoCAD SHX Text
1184
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.64
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.66
AutoCAD SHX Text
1188
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.67
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
DI TOP 250.49 IE 237.89
AutoCAD SHX Text
DI TOP 253.21 IE 238.96
AutoCAD SHX Text
DI TOP 239.67 IE 237.43
AutoCAD SHX Text
DI TOP 240.58 IE 236.48
AutoCAD SHX Text
SAN SEW MH TOP 250.83 IE 245.88
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
DI TOP 249.18
AutoCAD SHX Text
DI TOP 249.05 IE 242.05
AutoCAD SHX Text
DI TOP 249.19 IE 243.29
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
12"PVC
AutoCAD SHX Text
12"CCMP STORM
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
12"RCP STORM
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
IE 243.00
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
2"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
10"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
IE 241.00
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
IE 241.64
AutoCAD SHX Text
S
AutoCAD SHX Text
OVERHEAD COMMUNICATION LINE
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
241
AutoCAD SHX Text
242
AutoCAD SHX Text
243
AutoCAD SHX Text
244
AutoCAD SHX Text
245
AutoCAD SHX Text
246
AutoCAD SHX Text
247
AutoCAD SHX Text
248
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
IE248.4
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
240
AutoCAD SHX Text
240
AutoCAD SHX Text
253
AutoCAD SHX Text
255
AutoCAD SHX Text
260
AutoCAD SHX Text
265
AutoCAD SHX Text
F.F.E.= 247.00
AutoCAD SHX Text
CONCESSIONS
AutoCAD SHX Text
IE 245.98
AutoCAD SHX Text
6" WATER
AutoCAD SHX Text
F.F.E.=250.00
AutoCAD SHX Text
3" WATER
AutoCAD SHX Text
FH
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 249.63
AutoCAD SHX Text
* 249.38
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
249.95 *
AutoCAD SHX Text
* 249.64
AutoCAD SHX Text
* 249.14
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 247.02
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 246.84
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.35
AutoCAD SHX Text
* 247.95
AutoCAD SHX Text
* 245.50
AutoCAD SHX Text
* 249.05
AutoCAD SHX Text
* 249.12
AutoCAD SHX Text
* 248.79
AutoCAD SHX Text
* 248.98
AutoCAD SHX Text
* 249.19
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 246.64
AutoCAD SHX Text
246.75 *
AutoCAD SHX Text
246.70 *
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 246.50
AutoCAD SHX Text
* 247.50
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.27
AutoCAD SHX Text
247.05 *
AutoCAD SHX Text
246.76 *
AutoCAD SHX Text
248.92 *
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.60
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 246.57
AutoCAD SHX Text
* 246.37
AutoCAD SHX Text
248.83 *
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.70
AutoCAD SHX Text
* 249.33
AutoCAD SHX Text
* 249.50
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.36
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.00
AutoCAD SHX Text
* 251.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.96
AutoCAD SHX Text
* 250.40
AutoCAD SHX Text
* 249.90
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 250.25
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.67
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.85
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 245.56
AutoCAD SHX Text
* 241.80
AutoCAD SHX Text
* 245.00
AutoCAD SHX Text
* 244.50
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
250.90 *
AutoCAD SHX Text
* 251.35
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.64
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.85
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 246.90
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
D1 RIM:250.6 INV:237.81
AutoCAD SHX Text
D2 RIM:249.50 INV:240.91
AutoCAD SHX Text
D3 RIM:249.00 INV:241.20
AutoCAD SHX Text
D4 RIM:248.85 INV:241.52
AutoCAD SHX Text
D5 RIM:249.00 INV:242.22
AutoCAD SHX Text
D6 RIM:249.56 INV:242.78
AutoCAD SHX Text
D7 RIM:249.50 INV:243.36
AutoCAD SHX Text
D8 RIM:246.90 INV:243.89
AutoCAD SHX Text
D9 RIM:249.19 INV:243.5 INV:243.29
AutoCAD SHX Text
D10
AutoCAD SHX Text
D11 RIM:249.00 INV:244.00
AutoCAD SHX Text
D12
AutoCAD SHX Text
D13
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.50
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.50
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 241.50
AutoCAD SHX Text
* 241.00
AutoCAD SHX Text
* 248.55
AutoCAD SHX Text
* 256.00
AutoCAD SHX Text
* 255.94
AutoCAD SHX Text
* 254.94
AutoCAD SHX Text
* 253.94
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
EXISTING LEARNING CENTER BLDG.
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
POLE VAULT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
GA East Zone,NAD 83
AutoCAD SHX Text
10" PERFORATED PERFORATED COLLECTOR PIPE @ .50% SLOPE
AutoCAD SHX Text
10" PERFORATED PERFORATED COLLECTOR PIPE @ .50% SLOPE
AutoCAD SHX Text
10" PERFORATED PERFORATED COLLECTOR PIPE @ .50% SLOPE
AutoCAD SHX Text
10" PERFORATED PERFORATED COLLECTOR PIPE @ .50% SLOPE
AutoCAD SHX Text
1"x12" PERFORATED DRAINS WITH SLEEVE @ 20' O.C.
AutoCAD SHX Text
1"x12" PERFORATED DRAINS WITH SLEEVE @ 20' O.C.
AutoCAD SHX Text
1"x12" PERFORATED DRAINS WITH SLEEVE @ 20' O.C.
AutoCAD SHX Text
NEW MANHOLE D1 RIM:250.35 (12" HDPE) IE IN:245.49 (15" HDPE) IE IN:245.49 (20" RCP) IE: 240.44
AutoCAD SHX Text
EXISTING 8" LINE TO REMAIN IN PLACE
AutoCAD SHX Text
EXISTING 8" LINE TO REMAIN IN PLACE
AutoCAD SHX Text
250.57
AutoCAD SHX Text
FG
AutoCAD SHX Text
+
AutoCAD SHX Text
250.57
AutoCAD SHX Text
FG
AutoCAD SHX Text
+
AutoCAD SHX Text
250.57
AutoCAD SHX Text
FG
AutoCAD SHX Text
+
AutoCAD SHX Text
250.57
AutoCAD SHX Text
FG
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
15" HDPE
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
250.57
AutoCAD SHX Text
FG
AutoCAD SHX Text
+
AutoCAD SHX Text
+
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
TW
AutoCAD SHX Text
+
AutoCAD SHX Text
250.91
AutoCAD SHX Text
FG
AutoCAD SHX Text
+
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
Co
AutoCAD SHX Text
Co
AutoCAD SHX Text
Co
AutoCAD SHX Text
Co
AutoCAD SHX Text
Co
AutoCAD SHX Text
Co
AutoCAD SHX Text
Co
AutoCAD SHX Text
Co
AutoCAD SHX Text
Co
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.57
AutoCAD SHX Text
FG
AutoCAD SHX Text
+
AutoCAD SHX Text
FLOW DIRECTION CHANGE FOR UNDERGROUND DRAINAGE SYSTEM.
AutoCAD SHX Text
250.89
AutoCAD SHX Text
DI TOP 249.09 IE 239.26
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
+
AutoCAD SHX Text
250.48
AutoCAD SHX Text
EX. TP
AutoCAD SHX Text
TW
AutoCAD SHX Text
+
AutoCAD SHX Text
250.63
AutoCAD SHX Text
TW
AutoCAD SHX Text
+
AutoCAD SHX Text
250.63
AutoCAD SHX Text
NEW GI, D2 RIM:250.06 IE: 245.78
AutoCAD SHX Text
NEW GI, D3 RIM:250.06 IE:246.98
AutoCAD SHX Text
29 LF 12" HDPE @ 1.0 % SLOPE
AutoCAD SHX Text
120 LF 12" HDPE @ 1.0 % SLOPE
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
1"x12" PERFORATED DRAINS WITH SLEEVE @ 20' O.C.
AutoCAD SHX Text
251
AutoCAD SHX Text
251
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
GRADING & DRAINAGE PLAN
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
80
AutoCAD SHX Text
10
AutoCAD SHX Text
SCALE: 1"= 20'
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
C5.0
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
CONS
TRUC
TION
DET
AILS
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
BASE SECTION DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
2 1/2" PILE ARTIFICIAL TURF WITH 1 3/4" DEEP INFILL
AutoCAD SHX Text
2" OF TOP STONE, AS PER SPECS, COMPACTED
AutoCAD SHX Text
TO 95% PROCTOR AND GRADED TO WITHIN 0-1/2"
AutoCAD SHX Text
OF DESIGN GRADE, AND WITHIN 0-1/4" IN 10 FT.
AutoCAD SHX Text
(USE LASER GUIDED GRADER)
AutoCAD SHX Text
4" PERMEABLE CLASS II CRUSHED STONE,
AutoCAD SHX Text
COMPACTED TO 95% PROCTOR AND GRADED TO
AutoCAD SHX Text
WITHIN + OR - 1/2" OF DESIGN GRADE.
AutoCAD SHX Text
NON-WOVEN GEOTEXTILE,
AutoCAD SHX Text
OR EQIVALENT, LINING THE TRENCH
AutoCAD SHX Text
AND UNDER THE FIELD.
AutoCAD SHX Text
20' C.C.
AutoCAD SHX Text
NATURAL SOIL, COMPACTED TO 95% PROCTOR
AutoCAD SHX Text
AND GRADED TO WITHIN 1/2" OF DESIGN GRADE.
AutoCAD SHX Text
SECURE DRAIN TO LINER
AutoCAD SHX Text
WITH DUCT.
AutoCAD SHX Text
4" TO 10" OR 12" WYE CONNECTOR
AutoCAD SHX Text
10" HDPE PERFORATED COLLECTOR
AutoCAD SHX Text
1" x12" TO PERFORATED DRAIN TO
AutoCAD SHX Text
4" ROUND END OUTLET
AutoCAD SHX Text
INNER CORNER OF TRENCH
AutoCAD SHX Text
(BOTTOM OF BASE STONE)
AutoCAD SHX Text
TRENCH
AutoCAD SHX Text
BASE
AutoCAD SHX Text
FLAT DRAIN & PERIMETER DRAIN
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
DETAIL OF CONNECTION BETWEEN
AutoCAD SHX Text
ARTIFICIAL TURF WITH INFILL
AutoCAD SHX Text
0.5% SLOPE
AutoCAD SHX Text
1" X 12" PERFORATED DRAINS WITH SLEEVE @ 20' O.C.
AutoCAD SHX Text
NON-WOVEN GEOTEXTILE FABRIC, AASHTO M288, CLASS II
AutoCAD SHX Text
NATURAL SOIL COMPACTED TO 95% PROCTOR.
AutoCAD SHX Text
PERFORATED DRAIN COLLECTOR AT 0.50% SLOPE CONNECTED TO EXISTING STORM DRAIN.
AutoCAD SHX Text
MIN 18"
AutoCAD SHX Text
ARTIFICIAL TURF WITH INFILL
AutoCAD SHX Text
FINISHING STONE
AutoCAD SHX Text
BASE STONE
AutoCAD SHX Text
NAIL OR TACK TURF TO RECYCLED PLASTIC OR TREATED LUMBER 2X4 NAILER BOARD. PLACE NAILER SO THAT TOP OF INFIL FLUSH WITH TOP OF RUBBERIZED TRACK
AutoCAD SHX Text
INNER WALL OF TRENCH AT 1:1 SLOPE (UPPER 2 FT. ONLY)
AutoCAD SHX Text
END CONNECTOR
AutoCAD SHX Text
4" PVC PIPE
AutoCAD SHX Text
DRAIN ROCK WRAPPED IN GEOTEXTILE AROUND PERIMETER DRAIN
AutoCAD SHX Text
MIRAFI 140 NON-WOVEN GEOTEXTILE, OR EQUIVALENT, LINING THE TRENCH AND UNDER THE FIELD
AutoCAD SHX Text
NATURAL SOIL, COMPACTED TO 95%%%
AutoCAD SHX Text
PROCTOR AND GRADED TO WITHIN
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
" OF
AutoCAD SHX Text
DESIGN GRADE.
AutoCAD SHX Text
1.0%
AutoCAD SHX Text
4"
AutoCAD SHX Text
MIN 18"
AutoCAD SHX Text
& EDGE DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PERIMETER DRAIN
AutoCAD SHX Text
OF PLAYFIELD
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
CROSS SECTION DETAIL
AutoCAD SHX Text
CLEAN-OUT DETAILS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
0.5%
AutoCAD SHX Text
SLOPE 0.5%
AutoCAD SHX Text
2" OF FINISHING STONE, AS PER SPECS.
AutoCAD SHX Text
(COULD USE 6" OF CAL TRENS [" PERMEABLE CLASS II
AutoCAD SHX Text
CRUSHED STONE IF MEETS THE FIELD PLANARITY REQUIREMENTS)
AutoCAD SHX Text
4" OF BASE STONE AS PER SPECS.
AutoCAD SHX Text
3'
AutoCAD SHX Text
3'
AutoCAD SHX Text
203.76'
AutoCAD SHX Text
DUCT TAPE PORTION OF
AutoCAD SHX Text
FLAT DRAIN INSIDE TRENCH
AutoCAD SHX Text
3'
AutoCAD SHX Text
12" DIA PERFORATED PIPE
AutoCAD SHX Text
45°'
AutoCAD SHX Text
SDR 32.5 SOLID WALL HDPE
AutoCAD SHX Text
CLEANOUT
AutoCAD SHX Text
CRUSHED STONE BASE
AutoCAD SHX Text
COLLAR MADE FROM
AutoCAD SHX Text
RECYCLED PLASTIC OR
AutoCAD SHX Text
TREATED LUMBER 2X3'S, SEAL
AutoCAD SHX Text
SPACE BETWEEN COLLAR AND
AutoCAD SHX Text
PIPE WITH EPOXY OR
AutoCAD SHX Text
CAULKING (SEE DETAIL)
AutoCAD SHX Text
FIELD TURF NAILED TO
AutoCAD SHX Text
COLLAR
AutoCAD SHX Text
SQUARE LID WELDED TO THE
AutoCAD SHX Text
ROUND PIPE (EXT. DIA. OF
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
1
AutoCAD SHX Text
8
AutoCAD SHX Text
" LESS THEN INTERIOR
AutoCAD SHX Text
DIAMETER OF THE CLEANOUT
AutoCAD SHX Text
RISER
AutoCAD SHX Text
TURF GLUED TO LID
AutoCAD SHX Text
8" SQUARE
AutoCAD SHX Text
6" MIN
AutoCAD SHX Text
MANUFD 36" FIELD TRIM TOP EDGE AS REQUIRED
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
TURF GLUED TO THE PLATE
AutoCAD SHX Text
ALUMINUM PLATE,
AutoCAD SHX Text
8"X8"X8GAUGE (MIN.),
AutoCAD SHX Text
6" MIN
AutoCAD SHX Text
WELD THE PLATE TO
AutoCAD SHX Text
THE HOLLOW PIPE
AutoCAD SHX Text
ALUMINUM PIPE, OUTER DIA. 6"
AutoCAD SHX Text
23 GUAGE (MIN.)
AutoCAD SHX Text
FILL GAP WITH EPOXY
AutoCAD SHX Text
OR CAULKING
AutoCAD SHX Text
6" DIA. CLEANOUT
AutoCAD SHX Text
COLLAR MADE FROM
AutoCAD SHX Text
RECYCLED PLASTIC
AutoCAD SHX Text
2X4'S
AutoCAD SHX Text
1" X 12" PERFORATED DRAINS WITH SLEEVE @ 20' O.C.
AutoCAD SHX Text
1" X 12" PERFORATED DRAINS WITH SLEEVE @ 20' O.C.
AutoCAD SHX Text
1" X 12" PERFORATED DRAINS WITH SLEEVE @ 20' O.C.
AutoCAD SHX Text
NON-WOVEN GEOTEXTILE FABRIC, AASHTO M288, CLASS II
AutoCAD SHX Text
EXISTING CONCRETE CURB, CONTINUOUS AROUND TRACK.
AutoCAD SHX Text
EXISTING TRACK SURFACE
AutoCAD SHX Text
EXISTING TRACK SURFACE
AutoCAD SHX Text
EXISTING TRACK SURFACE
AutoCAD SHX Text
INNER WALL OF TRENCH AT 1:1 SLOPE (UPPER 2' ONLY)
AutoCAD SHX Text
196-803
AutoCAD SHX Text
SOCKET
AutoCAD SHX Text
SET SCREW
AutoCAD SHX Text
196-803
AutoCAD SHX Text
SOCKET
AutoCAD SHX Text
SET SCREW
AutoCAD SHX Text
56-203
AutoCAD SHX Text
CROSS
AutoCAD SHX Text
BAR
AutoCAD SHX Text
563-501
AutoCAD SHX Text
FITTING
AutoCAD SHX Text
543-619
AutoCAD SHX Text
SUPPORT
AutoCAD SHX Text
SPORTSFIELD SPECIALITES GP4570 ACCESS
AutoCAD SHX Text
FRAME KIT WITH INFILL RETAINER SYSTEM
AutoCAD SHX Text
8'-0"
AutoCAD SHX Text
9'-6"
AutoCAD SHX Text
105-016
AutoCAD SHX Text
PIPE PLUG
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. SPORTSFIELD SPECIALITIES MODEL GP4380PL OR
AutoCAD SHX Text
APPROVED EQUAL.
AutoCAD SHX Text
2. PAINT GOAL PER INSTRUCTION FROM OWNER,
AutoCAD SHX Text
SUBMIT COLOR SAMPLE FOR APPROVAL.
AutoCAD SHX Text
INSTALL 48" GROUND SLEEVE
AutoCAD SHX Text
AND PROTECTOR PADS.
AutoCAD SHX Text
24'-0"- HIGH SCHOOL
AutoCAD SHX Text
19'-2"- COLLEGE, PRO
AutoCAD SHX Text
18'-6" COLLEGE, PRO
AutoCAD SHX Text
23'-4"- HIGH SCHOOL
AutoCAD SHX Text
20'-0" -COLLEGE, HS
AutoCAD SHX Text
30'-0" -PRO
AutoCAD SHX Text
3. FOOTBALL GOAL SHALL MEET NATIONAL
AutoCAD SHX Text
FEDERATION STATE HIGH SCHOOL
AutoCAD SHX Text
ASSOCIATION (NFSHSA).
AutoCAD SHX Text
FOOTBALL GOAL POST
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PERFORATED DRAIN COLLECTOR AT 0.40% SLOPE CONNECTED TO EXISTING STORM DRAIN.
AutoCAD SHX Text
@ .40%%% SLOPE
AutoCAD SHX Text
OR APPROVED EQUAL.
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
EXISTING CONCRETE CURB, CONTINUOUS AROUND TRACK.
AutoCAD SHX Text
EXISTING CONCRETE CURB, CONTINUOUS AROUND TRACK.
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
C5.1
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
CONS
TRUC
TION
DET
AILS
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
PIPE BEDDING DETAILS
AutoCAD SHX Text
O.D.
AutoCAD SHX Text
(SEE NOTES)
AutoCAD SHX Text
(SEE SPECIFICATIONS FOR
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
GRANULAR BEDDING
AutoCAD SHX Text
1/4 O.D.
AutoCAD SHX Text
4" MIN.
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
(100% STANDARD PROCTOR)
AutoCAD SHX Text
1/2 O.D.
AutoCAD SHX Text
TRENCHING / BACKFILL)
AutoCAD SHX Text
%%UCLASS "B"
AutoCAD SHX Text
O.D.
AutoCAD SHX Text
(SEE NOTES)
AutoCAD SHX Text
(SEE SPECIFICATIONS FOR
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
GRANULAR BEDDING
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
(100% STANDARD PROCTOR)
AutoCAD SHX Text
TRENCHING / BACKFILL)
AutoCAD SHX Text
%%UCLASS "B MODIFIED"
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
O.D.
AutoCAD SHX Text
(SEE SPECIFICATIONS FOR
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
CONCRETE BEDDING
AutoCAD SHX Text
1/4 O.D.
AutoCAD SHX Text
4" MIN.
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
(100% STANDARD PROCTOR)
AutoCAD SHX Text
TRENCHING / BACKFILL)
AutoCAD SHX Text
%%UCLASS "A" - TYPE 1
AutoCAD SHX Text
1/4 O.D.
AutoCAD SHX Text
O.D.
AutoCAD SHX Text
(SEE NOTES)
AutoCAD SHX Text
GRANULAR BEDDING
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
(100% STANDARD PROCTOR)
AutoCAD SHX Text
1/2 O.D.
AutoCAD SHX Text
%%UCLASS "A" - TYPE 2
AutoCAD SHX Text
1/4 O.D.
AutoCAD SHX Text
(SEE SPECIFICATIONS FOR
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
TRENCHING / BACKFILL)
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
O.D.
AutoCAD SHX Text
(SEE NOTES)
AutoCAD SHX Text
(SEE SPECIFICATIONS FOR
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
GRANULAR BEDDING
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
(100% STANDARD PROCTOR)
AutoCAD SHX Text
TRENCHING / BACKFILL)
AutoCAD SHX Text
%%UCLASS "D"
AutoCAD SHX Text
O.D.
AutoCAD SHX Text
(SEE SPECIFICATIONS FOR
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
COMPACTED SUBGRADE
AutoCAD SHX Text
(100% STANDARD PROCTOR)
AutoCAD SHX Text
TRENCHING / BACKFILL)
AutoCAD SHX Text
%%UCONCRETE ENCASEMENT
AutoCAD SHX Text
8" MIN.
AutoCAD SHX Text
PIPE BELL
AutoCAD SHX Text
EXCAVATE FOR
AutoCAD SHX Text
*CLASS "D" MAY BE USED FOR DRY TRENCHES ONLY
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
1. SEE SPECIFICATIONS FOR CORRECT APPLICATION OF
AutoCAD SHX Text
BEDDING CLASS & BACKFILL MATERIALS
AutoCAD SHX Text
2. ALL GRANULAR BEDDING MATERIALS SHALL BE
AutoCAD SHX Text
COMPACTED TO MIN. 95% STANDARD PROCTOR.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
1/4 O.D.
AutoCAD SHX Text
4" MIN.
AutoCAD SHX Text
6" MIN.
AutoCAD SHX Text
8" MIN.
AutoCAD SHX Text
1
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
JOINT IN THE CENTERLINE.
AutoCAD SHX Text
JOINT IN THE CENTERLINE.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
4. CONTRACTION JOINTS SHALL BE FORMED 1" DEEP AND EDGED
AutoCAD SHX Text
5. WHEN SIDEWALKS ABUT ROADWAY AND THERE IS NO CURB
AutoCAD SHX Text
7. A LAYER OF 15# BLDG. FELT IS REQUIRED BETWEEN
AutoCAD SHX Text
SIDEWALK AND ADJACENT PARALLEL CONCRETE CURB.
AutoCAD SHX Text
4. CONTRACTION JOINTS SHALL BE FORMED 1" DEEP AND EDGED
AutoCAD SHX Text
5. WHEN SIDEWALKS ABUT ROADWAY AND THERE IS NO CURB
AutoCAD SHX Text
WITH 1/8" RADIUS.
AutoCAD SHX Text
WITH 1/8" RADIUS.
AutoCAD SHX Text
2. CONTRACTION JOINTS SHALL BE SPACED AT 4' INTERVALS
AutoCAD SHX Text
FOR 2' AND 4' SIDEWALKS, 5' INTERVALS FOR 5' SIDEWALKS
AutoCAD SHX Text
3. FOR 8' AND 10' SIDEWALKS, SPACE CONTRACTION JOINTS AT
AutoCAD SHX Text
4' AND 5' INTERVALS AND PROVIDE A LONGITUDINAL CONTRACTION
AutoCAD SHX Text
2. CONTRACTION JOINTS SHALL BE SPACED AT 4' INTERVALS
AutoCAD SHX Text
FOR 2' AND 4' SIDEWALKS, 5' INTERVALS FOR 5' SIDEWALKS
AutoCAD SHX Text
3. FOR 8' AND 10' SIDEWALKS, SPACE CONTRACTION JOINTS AT
AutoCAD SHX Text
4' AND 5' INTERVALS AND PROVIDE A LONGITUDINAL CONTRACTION
AutoCAD SHX Text
CONCRETE WALK WITH
AutoCAD SHX Text
TURN DOWN EDGE
AutoCAD SHX Text
AND 6' INTERVALS FOR 6' SIDEWALKS
AutoCAD SHX Text
AND 6' INTERVALS FOR 6' SIDEWALKS
AutoCAD SHX Text
1. ALL SIDEWALKS SHALL BE MINIMUM 4" THICK AND EDGES
AutoCAD SHX Text
BELOW PAVEMENT
AutoCAD SHX Text
TOOLED JOINT TO EXTEND
AutoCAD SHX Text
8. ALL SIDEWALKS SHALL HAVE 6 x 6 x 6 WELDED WIRE MESH.
AutoCAD SHX Text
3/8" REBAR @ 6" O.C.
AutoCAD SHX Text
USE TURN DOWN EDGE
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
4"
AutoCAD SHX Text
8"
AutoCAD SHX Text
PAVING SURFACE
AutoCAD SHX Text
TOOLED EDGE
AutoCAD SHX Text
6"
AutoCAD SHX Text
1/4" EXPANSION JOINTS
AutoCAD SHX Text
1/4" EXPANSION JOINTS
AutoCAD SHX Text
1/2" EXPANSION
AutoCAD SHX Text
1/2" EXPANSION
AutoCAD SHX Text
CONTRACTION
AutoCAD SHX Text
ABUTTING STRUCTURE
AutoCAD SHX Text
& GUTTER OR
AutoCAD SHX Text
WHERE NO CURB
AutoCAD SHX Text
TURNDOWN EDGE
AutoCAD SHX Text
A
AutoCAD SHX Text
A
AutoCAD SHX Text
JOINTS
AutoCAD SHX Text
SECTION AT STRUCTURE OR CURB
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
OF CONCRETE CURB.
AutoCAD SHX Text
BUILDING PAD, STRUCTURE, OR BACK
AutoCAD SHX Text
B
AutoCAD SHX Text
B
AutoCAD SHX Text
JOINTS
AutoCAD SHX Text
JOINTS
AutoCAD SHX Text
4"
AutoCAD SHX Text
4"
AutoCAD SHX Text
1/4" EXPANSION
AutoCAD SHX Text
JOINTS
AutoCAD SHX Text
JOINTS
AutoCAD SHX Text
SEE NOTES FOR SPACING
AutoCAD SHX Text
6"
AutoCAD SHX Text
50' MAX. SPACING BETWEEN EXP. JTS.'
AutoCAD SHX Text
4"
AutoCAD SHX Text
WIDTH
AutoCAD SHX Text
SEE NOTES
AutoCAD SHX Text
EVERY 50'-0", AND WHERE CONCRETE ABUTTS
AutoCAD SHX Text
6. 1/2" EXPANSION JOINT MATERIAL SHALL BE SPACED
AutoCAD SHX Text
SHALL BE VISIBLE WITH NO CONCRETE MATERIAL
AutoCAD SHX Text
STRUCTURE OR CURB. EXPANSION JOINT MATERIAL
AutoCAD SHX Text
OVERLAYING THE EXPANSION JOINT MATERIAL.
AutoCAD SHX Text
TOOLED
AutoCAD SHX Text
LONGITUDINAL
AutoCAD SHX Text
CONTRACTION JOINT
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
DEPTH SHALL BE
AutoCAD SHX Text
SAME AS PAVE-
AutoCAD SHX Text
MENT AND BASE.
AutoCAD SHX Text
SEE CONCRETE
AutoCAD SHX Text
PAVEMENT SECTION
AutoCAD SHX Text
DETAIL FOR DEPTH.
AutoCAD SHX Text
SIDEWALKS
AutoCAD SHX Text
REQUIRED FOR
AutoCAD SHX Text
SEE NOTES FOR
AutoCAD SHX Text
WIDER THAN 6'.
AutoCAD SHX Text
SPACING
AutoCAD SHX Text
1/8" RADIUS
AutoCAD SHX Text
TOOLED JOINT
AutoCAD SHX Text
1"
AutoCAD SHX Text
3.00'
AutoCAD SHX Text
OF WALK SHALL BE A MINIMUM OF 5" THICK.
AutoCAD SHX Text
C
AutoCAD SHX Text
C
AutoCAD SHX Text
SECTION AT STRUCTURE OR CURB
AutoCAD SHX Text
SECTION C-C
AutoCAD SHX Text
3
AutoCAD SHX Text
30"
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
4x4 POST OR
AutoCAD SHX Text
4" DIA. MIN.
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
SELF TAPPING
AutoCAD SHX Text
SCREW
AutoCAD SHX Text
1/2" MIN. STAINLESS
AutoCAD SHX Text
STEEL THREADED ROD
AutoCAD SHX Text
(CONTRACTOR SHALL
AutoCAD SHX Text
SUPPLY A 2" LONG
AutoCAD SHX Text
1/2" MIN. LAG BOLT
AutoCAD SHX Text
TO CAP HOLE WHEN
AutoCAD SHX Text
NOT IN USE)
AutoCAD SHX Text
18" LONG
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
4x4 POST OR
AutoCAD SHX Text
4" DIA. MIN.
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
SELF TAPPING
AutoCAD SHX Text
SCREW
AutoCAD SHX Text
1/2" MIN. STAINLESS
AutoCAD SHX Text
STEEL THREADED ROD
AutoCAD SHX Text
(CONTRACTOR SHALL
AutoCAD SHX Text
SUPPLY A 2" LONG
AutoCAD SHX Text
1/2" MIN. ALL THREAD
AutoCAD SHX Text
BOLT TO CAP HOLE
AutoCAD SHX Text
WHEN NOT IN USE)
AutoCAD SHX Text
TO BE TURNED OVER
AutoCAD SHX Text
TO OWNER FOR FUTURE
AutoCAD SHX Text
RADIUS POINT LOCATION
AutoCAD SHX Text
RADIUS POINT MARKER
AutoCAD SHX Text
(SPORTS FIELDS)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
4000 psi
AutoCAD SHX Text
CRUSHED STONE BASE
AutoCAD SHX Text
COLLAR MADE FROM
AutoCAD SHX Text
RECYCLED PLASTIC OR
AutoCAD SHX Text
TREATED LUMBER 2X3'S, SEAL
AutoCAD SHX Text
SPACE BETWEEN COLLAR AND
AutoCAD SHX Text
PIPE WITH EPOXY OR
AutoCAD SHX Text
CAULKING (SEE DETAIL)
AutoCAD SHX Text
FIELD TURF NAILED TO
AutoCAD SHX Text
COLLAR
AutoCAD SHX Text
SQUARE LID WELDED TO THE
AutoCAD SHX Text
ROUND PIPE (EXT. DIA. OF
AutoCAD SHX Text
4" DIAMETER PVC PIPE
AutoCAD SHX Text
RISER
AutoCAD SHX Text
TURF GLUED TO LID
AutoCAD SHX Text
4" PVC
AutoCAD SHX Text
MANUFD 36" FIELD TRIM TOP EDGE AS REQUIRED
AutoCAD SHX Text
FILL GAP WITH EPOXY
AutoCAD SHX Text
OR CAULKING
AutoCAD SHX Text
4" DIA. PVC
AutoCAD SHX Text
COLLAR MADE FROM
AutoCAD SHX Text
RECYCLED PLASTIC
AutoCAD SHX Text
2X4'S
AutoCAD SHX Text
8"
AutoCAD SHX Text
2
AutoCAD SHX Text
42.00'
AutoCAD SHX Text
100.00'
AutoCAD SHX Text
50.00'
AutoCAD SHX Text
WHITE STRIPE TO BE APPLIED ALONG 50' RADIUS.
AutoCAD SHX Text
%%UNOTE
AutoCAD SHX Text
HIGHJUMP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SLOPE 1.0% MAX.
AutoCAD SHX Text
12.00'
AutoCAD SHX Text
16.00'
AutoCAD SHX Text
4
AutoCAD SHX Text
PRECAST CONCRETE MANHOLE
AutoCAD SHX Text
REQUIREMENTS
AutoCAD SHX Text
CAST TO JOB
AutoCAD SHX Text
PIPE OPENING
AutoCAD SHX Text
TO GRADE
AutoCAD SHX Text
BRICK UP
AutoCAD SHX Text
O.C.E.W.
AutoCAD SHX Text
#6 @ 6"
AutoCAD SHX Text
CONCENTRIC TOP MAY BE USED
AutoCAD SHX Text
ECCENTRIC TOP SHOWN,
AutoCAD SHX Text
PIPE OPENING CAST TO
AutoCAD SHX Text
IN VARIOUS HEIGHTS
AutoCAD SHX Text
TOP RISERS AND BASE AVAILABLE
AutoCAD SHX Text
DEPTH VARIES
AutoCAD SHX Text
%%UDEEP MANHOLE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
3/4D
AutoCAD SHX Text
4'-0" DIA.
AutoCAD SHX Text
(STD.)
AutoCAD SHX Text
16:
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
D=PIPE DIA.
AutoCAD SHX Text
D
AutoCAD SHX Text
JOB REQUIREMENTS
AutoCAD SHX Text
FILLET
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
8"
AutoCAD SHX Text
1. SET TOP OF MANHOLE 3" ABOVE FINISHED GRADE,
AutoCAD SHX Text
"STORM", "WATER" OR "SANITARY" AS APPROPRIATE.
AutoCAD SHX Text
BEARING SURFACES AND SHALL BE LETTERED
AutoCAD SHX Text
NEENAH R-1412-A4. LID SHALL HAVE MACHINED
AutoCAD SHX Text
SPECIFICATION C-478-LE FOR PRECAST
AutoCAD SHX Text
REINFORCED CONCRETE MANHOLE SECTIONS.
AutoCAD SHX Text
DIAMETER UNLESS OTHERWISE SHOWN ON PLANS.
AutoCAD SHX Text
OR FLUSH WITH PAVEMENT. UNLESS OTHERWISE SHOWN.
AutoCAD SHX Text
4. MANHOLE SHALL BE STANDARD 4'-0" INSIDE
AutoCAD SHX Text
3. MANHOLE RING AND COVER SHALL BE SIMILAR TO
AutoCAD SHX Text
2. TOP, RISERS AND BASE SHALL CONFORM TO ASTM
AutoCAD SHX Text
5. CORE DRILL MANHOLES FOR CONNECTIONS
AutoCAD SHX Text
INTO THE SEWER SYSTEM.
AutoCAD SHX Text
TO GRADE
AutoCAD SHX Text
BRICK UP
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
8"
AutoCAD SHX Text
ON 16" CENTERS
AutoCAD SHX Text
IN A VERTICAL ROW
AutoCAD SHX Text
STEPS TO BE INSTALLED
AutoCAD SHX Text
#6 WWF @ 6"
AutoCAD SHX Text
O.C.E.W.
AutoCAD SHX Text
1/2" THICK
AutoCAD SHX Text
1:2 MORTAR,
AutoCAD SHX Text
%%UJOINT DETAIL
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
4'-0" MAXIMUM
AutoCAD SHX Text
4'-0" DIA.
AutoCAD SHX Text
%%USHALLOW MANHOLE
AutoCAD SHX Text
NEOPRENE
AutoCAD SHX Text
ON INSIDE &
AutoCAD SHX Text
WITH MORTAR
AutoCAD SHX Text
PLASTER JOINTS
AutoCAD SHX Text
RING SEAL
AutoCAD SHX Text
MORTAR FILLET
AutoCAD SHX Text
BRICK AND
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
8"
AutoCAD SHX Text
5
AutoCAD SHX Text
OUTSIDE
AutoCAD SHX Text
6. MANHOLES OVER 15' DEEP ARE REQUIRED TO
AutoCAD SHX Text
HAVE FALL SHELF/SHELVES TO MEET LOCAL REQUIREMENTS.
AutoCAD SHX Text
# 4 BARS @ 6" O.C. (2" CLEAR)
AutoCAD SHX Text
AROUND OPENING Fc=3000 PSI
AutoCAD SHX Text
STORM PIPE
AutoCAD SHX Text
36" SQUARE
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
(MINIMUM)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
GRATE INLET
AutoCAD SHX Text
%%UAPPROVED PRECAST STRUCTURE
AutoCAD SHX Text
6"
AutoCAD SHX Text
6"
AutoCAD SHX Text
6 X 6 10/10 MESH
AutoCAD SHX Text
24"
AutoCAD SHX Text
SQUARE
AutoCAD SHX Text
8"
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
HEAVY DUTY GRATE & FRAME
AutoCAD SHX Text
24" X 24"
AutoCAD SHX Text
6
AutoCAD SHX Text
8" MIN
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
SE0.0
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
SOIL
EROS
ION
NOTE
S
______________________________________________________________
_________________
____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
THE CONTRACTOR SHALL IMPLEMENT THE SPILL PREVENTION CONTROL AND COUNTERMEASURES (SPCC) PLAN FOUND WITHIN THIS ES&PC PLAN AND SHALL TRAIN ALL PERSONNEL IN THE PROPER CLEANUP AND HANDLING OF SPILLED MATERIALS. NO SPILLED HAZARDOUS MATERIAL OR HAZARDOUS MATERIALS SHALL BE ALLOWED TO COME IN CONTACT WITH STORMWATER DISCHARGES. IF SUCH CONTACT OCCURS, THE STORMWATER DISCHARGE SHALL BE CONTAINED ON-SITE UNTIL APPROPRIATE MEASURES IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE TAKEN TO DISPOSE OF SUCH CONTAMINATED STORMWATER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY TRAIN ALL PERSONNEL IN THE USE OF THE SPCC PLAN. SANITARY WASTES A MINIMUM OF ONE PORTABLE SANITARY UNIT SHALL BE PROVIDED FOR EVERY TEN (10) WORKERS ON-SITE. ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONE TIME PER WEEK BY A LICENSED PORTABLE FACILITY PROVIDER IN COMPLETE COMPLIANCE WITH LOCAL AND STATE REGULATIONS. ALL SANITARY WASTE UNITS SHALL BE LOCATED IN ONE AREA WHERE THE LIKELIHOOD OF THE UNIT CONTRIBUTING TO STORM WATER DISCHARGE IS NEGLIGIBLE. ADDITIONAL CONTAINMENT BMP's MUST BE IMPLEMENTED, SUCH AS GRAVEL BAGS OR SPECIALLY DESIGNED PLASTIC SKID CONTAINERS AROUND BASE, TO PREVENT WASTES CONTRIBUTING TO STORM WATER DISCHARGES. THE LOCATION OF SANITARY WASTE UNITS MUST BE IDENTIFIED ON THE EROSION CONTROL PLAN BY THE CONTRACTOR ONCE THE LOCATIONS HAVE BEEN DETERMINED. SANITARY SEWER WILL BE PROVIDED BY MUNICIPAL AUTHORITY/SEPTIC SYSTEM AT THE COMPLETION OF THIS PROJECT. 4. SPILL CLEANUP AND CONTROL PRACTICES SPILL CLEANUP AND CONTROL PRACTICES * LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE CLEARLY POSTED AND PROCEDURES SHALL BE MADE AVAILABLE TO SITE PERSONNEL. * MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP SHALL BE KEPT IN THE MATERIAL STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST AND PROPERLY LABELED PLASTIC AND METAL WASTE CONTAINERS. * SPILL PREVENTION PRACTICES AND PROCEDURES SHALL BE REVIEWED AFTER A SPILL AND ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS. * ALL SPILLS SHALL BE CLEANED IMMEDIATELY UPON DISCOVERY. ALL SPILLS SHALL BE REPORTED AS REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS. * FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE CENTER (NRC) SHALL BE CONTACTED WITHIN 24 HRS. AT 1-800-426-2675. * FOR SPILLS OF UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) SHALL BE CONTACTED WITHIN 24 HRS. AT 1-800-426-2675. * FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD SHALL BE CONTACTED WITHIN 24 HRS. * FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL SHALLBE CLEANED UP AND LOCAL AGENCIES SHALL BE CONTACTED AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF MORE THAN 1320 GALLONS OF PETROLEUM IS STORED ON-SITE (THIS INCLUDES CAPACITIES OF EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 560 GALLONS. THE CONTRACTOR WILL NEED A SPILL PREVENTION CONTAINMENT AND COUNTERMEASURES PLAN PREPARED BY THAT LICENSED PROFESSIONAL. 5. THE ES&PC PLAN CONTAINS MEASURES THAT SHALL BE INSTALLED DURING THE CONSTRUCTION PROCESS TO CONTROL POLLUTANTS IN STORM WATER THAT WILL OCCUR AFTER CONSTRUCTION OPERATIONS HAVE BEEN COMPLETED, WHICH INCLUDE, BUT NOT LIMITED TO INLET PROTECTION DEVICES, SILT FENCING AND A SEDIMENT POND. THE INSTALLATION OF THESE DEVICES MAY BE SUBJECT TO SECTION 404 OF THE FEDERAL CLEAN WATER ACT. NOTE: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF STORM WATER MANAGEMENT DEVICES PRIOR TO FINAL STABILIZATION OF THE SITE. CERTIFICATIONS 1. "I, PLAN PREPARER, CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED UPON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION. THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." CERTIFIED BY:0000008762 0000008762 DESIGN PROFESSIONAL'S SIGNATURE GSWCC LEVEL II CERT. # GSWCC LEVEL II CERT. #
AutoCAD SHX Text
"I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100001." CERTIFY BY: ______________________________________________________________ "I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED UPON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS." CERTIFY BY: PRIMARY PERMITTEE DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION DATE OF INSPECTION: _________________ "I CERTIFY THE SITE WAS IN COMPLIANCE WITH THE ES&PC PLAN ON THE DATE OF INSPECTION." GSWCC LEVEL II DESIGN CERTIFICATION CERTIFICATION # CERTIFICATION # INSPECTION REVEALED THE FOLLOWING DISCREPANCIES FROM THE ES&PC PLAN. THESE DISCREPANCIES MUST BE ADDRESSED IMMEDIATELY AND A RE-INSPECTION SCHEDULED. WORK SHALL NOT PROCEED ON THE SITE UNTIL DESIGN PROFESSIONAL CERTIFICATION IS OBTAINED. INSPECTIONS 1. EACH DAY WHEN ANY TYPE OF CONSTRUCTION ACTIVITY HAS TAKEN PLACE AT A PRIMARY PERMITTEE'S SITE, CERTIFIED PERSONNEL PROVIDED BY THE PRIMARY PERMITTEE SHALL INSPECT: (A) ALL AREAS AT THE PRIMARY PERMITTEE'S SITE WHERE PETROLEUM PRODUCTS ARE STORED, USED, OR HANDLED FOR SPILLS AND LEAKS FROM VEHICLES AND EQUIPMENT & (B) ALL LOCATIONS AT THE PRIMARY PERMITTEE'S SITE WHERE VEHICLES ENTER OR EXIT THE SITE FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. THESE INSPECTIONS MUST BE CONDUCTED UNTIL NOTICE OF TERMINATION IS SUBMITTED. 2. MEASURE RAINFALL ONCE EVERY 24 HOUR EXCEPT ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY AND NON-WORKING FEDERAL HOLIDAY UNTIL A NOTICE OF TERMINATION IS SUBMITTED. MEASUREMENTS OF RAINFALL MAY BE SUSPENDED IF ALL AREAS OF THE SITE HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION. 3. CERTIFIED PERSONNEL (PROVIDED BY PRIMARY PERMITTEE) SHALL INSPECT THE FOLLOWING AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES RAINFALL OR GREATER (UNLESS SUCH STORM ENDS AFTER 5:00 PM ON ANY FRIDAY OR ON ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY OR ON ANY NON-WORKING FEDERAL HOLIDAY IN WHICH CASE THE INSPECTION SHALL BE COMPLETED BY THE END OF THE NEXT BUSINESS DAY AND OR WORKING DAY, WHICHEVER OCCURS FIRST): (A) DISTURBED AREAS OF THE PRIMARY PERMITTEE'S CONSTRUCTION SITE: (B) AREAS USED BY THE PRIMARY PERMITTEE FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION: AND (C) STRUCTURAL CONTROL MEASURES. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN APPLICABLE TO THE PRIMARY PERMITTEE'S SITE SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S). FOR AREAS OF A SITE THAT HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION, THE PRIMARY PERMITTEE MUST COMPLY WITH PART IV.D.4.A.(4). THESE INSPECTIONS MUST BE CONDUCTED UNTIL A NOTICE OF TERMINATION IS SUBMITTED. 4. CERTIFIED PERSONNEL (PROVIDED BY THE PRIMARY PERMITTEE) SHALL INSPECT AT LEAST ONCE PER MONTH DURING THE TERM OF THIS PERMIT (I.E., UNTIL A NOTICE OF TERMINATION IS RECEIVED BY EPD) THE AREAS OF THE SITE THAT HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION. THESE AREAS SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM AND THE RECEIVING WATER(S). EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S). 5. BASED ON THE RESULTS OF EACH INSPECTION, THE SITE DESCRIPTION AND THE POLLUTION PREVENTION CONTROL MEASURES IDENTIFIED IN THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, THE PLAN SHALL BE REVISED AS APPROPRIATE NOT LATER THAN SEVEN (7) CALENDAR DAYS FOLLOWING EACH INSPECTION. IMPLEMENTATION OF SUCH CHANGES SHALL BE MADE AS SOON AS PRACTICAL BUT IN NO CASE LATER THAN SEVEN (7) CALENDAR DAYS FOLLOWING EACH INSPECTION. 6. A REPORT OF EACH INSPECTION THAT INCLUDES THE NAME(S) OF CERTIFIED PERSONNEL MAKING EACH INSPECTION, THE DATE(S) OF EACH INSPECTION, CONSTRUCTION PHASE (I.E. INITIAL, INTERMEDIATE, OR FINAL), MAJOR OBSERVATIONS RELATING TO THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, AND ACTIONS TAKEN IN ACCORDANCE WITH PART IV.D.4.a.(5). OF THE PERMIT SHALL BE MADE AND RETAINED AT THE SITE OR BE READILY AVAILABLE AT A DESIGNATED ALTERNATE LOCATION UNTIL THE ENTIRE SITE OR THAT PORTION OF A CONSTRUCTION PROJECT THAT HAS BEEN PHASED HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO EPD. SUCH REPORTS SHALL BE READILY AVAILABLE BY END OF THE SECOND BUSINESS DAY AND/OR WORKING DAY AND SHALL IDENTIFY ALL INCIDENTS OF BEST MANAGEMENT PRACTICES THAT HAVE NOT BEEN PROPERLY INSTALLED AND/OR MAINTAINED AS DESCRIBED IN THE PLAN. WHERE THE REPORT DOES NOT IDENTIFY ANY INCIDENTS, THE INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE BEST MANAGEMENT PRACTICES ARE IN COMPLIANCE WITH THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN. THE REPORT SHALL BE SIGNED IN ACCORDANCE WITH PART V.G.2. OF THIS PERMIT. STORMWATER SAMPLING 1.STORM WATER SAMPLES ARE TO BE ANALYZED IN ACCORDANCE WITH METHODOLOGY AND TEST PROCEDURES ESTABLISHED BY 40 CFR PART 136 AND THE GUIDANCE DOCUMENT TITLED "NPDES STORM WATER SAMPLING GUIDANCE DOCUMENT, EPA 833-B-92-001". 2.STORM WATER IS TO BE SAMPLED FOR NEPHELOMETRIC TURBIDITY UNITS (NTU) AT THE MONITORING LOCATIONS. A DISCHARGE OF STORM WATER RUNOFF FROM DISTURBED AREAS WHERE BMP's HAVE NOT BEEN PROPERLY DESIGNED, INSTALLED, AND MAINTAINED SHALL CONSTITUTE A SEPARATE VIOLATION FOR EACH DAY ON WHICH SUCH CONDITION RESULTS IN THE TURBIDITY OF THE DISCHARGE EXCEEDING 50, THE VALUE 50, THE VALUE , THE VALUE THAT WAS SELECTED FROM APPENDIX B IN BID NO. GAR 100001. THE NTU IS BASED UPON THE DISTURBED ACREAGE OF 2.36 ACRES FOR THE PROJECT SITE, THE SURFACE WATER DRAINAGE AREA OF .003 SQUARE 2.36 ACRES FOR THE PROJECT SITE, THE SURFACE WATER DRAINAGE AREA OF .003 SQUARE ACRES FOR THE PROJECT SITE, THE SURFACE WATER DRAINAGE AREA OF .003 SQUARE .003 SQUARE .003 SQUARE SQUARE MILES, AND RECEIVING WATER WHICH SUPPORTS WARM WATER FISHERIES.
AutoCAD SHX Text
EROSION CONTROL NOTES: 1. THIS PROJECT HAS NO RECEIVING WATERS, WHICH INCLUDE STREAMS, LAKES, RESIDENTIAL AREAS, WETLANDS, ETC. THIS PROJECT HAS NO IMPACT ON DOWNSTREAM STRUCTURES. 2. PRODUCT SPECIFIC PRACTICES: PETROLEUM BASED PRODUCTS - CONTAINERS FOR PRODUCTS SUCH AS FUELS, - CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS AND TARS WILL BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ON-SITE VEHICLE AND MACHINERY DAILY INSPECTIONS AND REGULAR PREVENTATIVE MAINTENANCE OF SUCH EQUIPMENT. EQUIPMENT MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATE WATER, NATURAL DRAINS AND STORM WATER DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER TO PREVENT/MINIMIZE SITE CONTAMINATION. DISCHARGE OF OILS, FUELS AND LUBRICANTS IS PROHIBITED. PROPER DISPOSAL METHODS SHALL INCLUDE COLLECTION IN A SUITABLE CONTAINER AND DISPOSAL AS REQUIRED BY LOCAL AND STATE REGULATIONS. PAINTS/FINISHES/SOLVENTS - ALL PRODUCTS SHALL BE STORED IN TIGHTLY SEALED - ALL PRODUCTS SHALL BE STORED IN TIGHTLY SEALED ORIGINAL CONTAINERS WHEN NOT IN USE. EXCESS PRODUCT SHALL NOT BE DISCHARGED TO THE STORM WATER COLLECTION SYSTEM. EXCESS PRODUCT, MATERIALS USED WITH THESE PRODUCTS AND PRODUCT CONTAINERS SHALL BE DISPOSED OF ACCORDING TO MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONCRETE TRUCK WASHING - A PIT SHALL BE INSTALLED TO ALLOW CONCRETE - A PIT SHALL BE INSTALLED TO ALLOW CONCRETE TRUCKS TO WASH OUT AND THIS DEBRIS SHALL BE CLEANED OUT AT THE COMPLETION OF THE PROJECT. WASHOUT OF THE DRUM AT THE CONSTRUCTION SITE IS PROHIBITED. ONLY CONCRETE WASH DOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPER AND THE REAR OF VEHICLES WILL BE ALLOWED. FERTILIZER/HERBICIDES - THESE PRODUCTS SHALL BE APPLIED AT RATES THAT DO - THESE PRODUCTS SHALL BE APPLIED AT RATES THAT DO NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS OR ABOVE GUIDELINES SET FORTH IN THE CROP ESTABLISHMENT OR IN THE GSWCC MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA. ANY STORAGE OF THESE MATERIALS SHALL BE UNDER ROOF IN SEALED CONTAINERS. BUILDING MATERIALS - NO BUILDING OR CONSTRUCTION MATERIALS SHALL BE - NO BUILDING OR CONSTRUCTION MATERIALS SHALL BE BURIED OR DISPOSED OF ON-SITE. ALL SUCH MATERIAL SHALL BE DISPOSED OF IN PROPER WASTE DISPOSAL PROCEDURES. 3. NO WASTE SHALL BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE: WASTE MATERIALS ALL WASTE MATERIAL SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER SHALL MEET ALL SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER SHALL BE EMPTIED A MINIMUM OF ONCE PER WEEK OR MORE OFTEN IF NECESSARY AND TRASH WILL BE HAULED AS REQUIRED BY LOCAL REGULATIONS. NO CONSTRUCTION WASTE SHALL BE BURIED ON-SITE.
AutoCAD SHX Text
%%UNARRATIVE:
AutoCAD SHX Text
1. APPLICANT INFORMATION:
AutoCAD SHX Text
4. PROJECT LOCATION:
AutoCAD SHX Text
8. CRITICAL AREAS:
AutoCAD SHX Text
9. DISPOSAL OF DEBRIS:
AutoCAD SHX Text
NO MATERIALS ARE TO BE BURIED ON-SITE. CONSTRUCTION MATERIALS
AutoCAD SHX Text
MAY BE BURNED AND/OR TAKEN TO A STATE APPROVED LAND FILL.
AutoCAD SHX Text
BURNING IS ALLOWED ONLY IF THE PROPER BID IS OBTAINED FROM
AutoCAD SHX Text
THE LOCAL AUTHORITY.
AutoCAD SHX Text
10. STORMWATER MANAGEMENT:
AutoCAD SHX Text
PERIMETER SILT FENCE, INLET PROTECTION DEVICES AND OTHER
AutoCAD SHX Text
BMP's WILL BE USED TO STABILIZE THE SITE AND PREVENT EROSION
AutoCAD SHX Text
11. FLOOD HAZARD:
AutoCAD SHX Text
12. STATE WATERS:
AutoCAD SHX Text
13. WETLANDS:
AutoCAD SHX Text
14. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND
AutoCAD SHX Text
VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION.
AutoCAD SHX Text
15. ALL FILL SLOPES WILL HAVE SILT FENCE AT TOE OF SLOPE.
AutoCAD SHX Text
16. A 50 FOOT UNDISTURBED VEGETATIVE BUFFER ADJACENT TO
AutoCAD SHX Text
ALL RUNNING STREAMS AND CREEKS WILL BE LEFT AND MAINTAINED.
AutoCAD SHX Text
17. INSTALLATION:
AutoCAD SHX Text
THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY
AutoCAD SHX Text
THE INSTALLATION OF EROSION AND SEDIMENTATION CONTROL
AutoCAD SHX Text
MEASURES AND PRACTICES, PRIOR TO OR CONCURRENT WITH,
AutoCAD SHX Text
LAND-DISTURBING ACTIVITIES.
AutoCAD SHX Text
18. MAINTENANCE:
AutoCAD SHX Text
EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF
AutoCAD SHX Text
FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE
AutoCAD SHX Text
FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND
AutoCAD SHX Text
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL
AutoCAD SHX Text
OR TREAT THE SEDIMENT SOURCE.
AutoCAD SHX Text
19. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
AutoCAD SHX Text
IMPLEMENTED BY THE CONTRACTOR TO RETAIN SEDIMENT WITHIN THE
AutoCAD SHX Text
BOUNDARIES OF THE PROJECT SITE AND PREVENT EROSION OF SOILS
AutoCAD SHX Text
DURING CONSTRUCTION.
AutoCAD SHX Text
20. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENT CONTROL
AutoCAD SHX Text
PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL AT ALL
AutoCAD SHX Text
TIMES BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS
AutoCAD SHX Text
RESPONSIBLE FOR THE MAINTENANCE OF ALL SOIL EROSION CONTROL
AutoCAD SHX Text
MEASURES IMPLEMENTED UNDER CURRENT AND PREVIOUS CONTRACTS.
AutoCAD SHX Text
21. ALL INLETS SHALL BE EQUIPPED WITH %%USd2%%U INLET PROTECTION
AutoCAD SHX Text
END SECTIONS SHALL BE EQUIPPED WITH %%USt%%U OUTLET PROTECTION
AutoCAD SHX Text
(RIPRAP)
AutoCAD SHX Text
22. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER
AutoCAD SHX Text
THAN 14 DAYS SHALL BE STABILIZED WITH MULCH AND/OR TEMPORARY
AutoCAD SHX Text
SEEDING.
AutoCAD SHX Text
23. ALL SLOPES CONSTRUCTED WITH AN INCLINE OF 3:1 OR GREATER
AutoCAD SHX Text
SHALL BE PROTECTED USING AN EROSION CONTROL MAT.
AutoCAD SHX Text
24. MAXIMUM CUT AND FILL SLOPES ARE (2) FEET HORIZONTAL TO (1)
AutoCAD SHX Text
FOOT VERTICAL.
AutoCAD SHX Text
25. STORM WATER DRAINAGE SYSTEMS SHALL BE CLEANED AND
AutoCAD SHX Text
RE-VEGETATED AT THE END OF THE PROJECT.
AutoCAD SHX Text
26. ALL DESIGNS SHALL CONFORM TO, AND ALL WORK WILL BE
AutoCAD SHX Text
PERFORMED IN ACCORDANCE WITH, THE STANDARDS AND
AutoCAD SHX Text
SPECIFICATIONS OF THE PUBLICATION ENTITLED %%UMANUAL FOR EROSION
AutoCAD SHX Text
%%U& SEDIMENT CONTROL IN GEORGIA, 5th EDITION%%U (GREEN BOOK)
AutoCAD SHX Text
27. SILT FENCE DENOTED BY:
AutoCAD SHX Text
---XX--- TYPE "S"
AutoCAD SHX Text
---XXX--- TYPE "NS"
AutoCAD SHX Text
28. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES
AutoCAD SHX Text
SHALL BE INSTALLED AS DEEMED NECESSARY BY ON-SITE INSPECTION.
AutoCAD SHX Text
VEGETATION SCHEDULE AREAS TO RECEIVE TEMPORARY VEGETATION SHALL BE SMOOTHED WITH A SURFACE OF ACCEPTABLE GROWING SOIL, NOT NECESSARILY TOPSOIL FROM STOCKPILE. AREAS TO RECEIVE PERMANENT VEGETATION SHALL BE TOPSOILED AS REQUIRED IN CONTRACT. LIME SHALL BE APPLIED AT A RATE OF 2.0 TONS PER ACRE (90# PER 1000 SQ. FT.) UNLESS SOIL TESTING SHOWS OTHER REQUIRED APPLICATION RATE. FERTILIZER (10-10-10 OR EQUIVALENT) SHALL BE APPLIED AT A RATE OF 0.75 TONS PER ACRE (35# PER 1000 SQ. FT.) INITIAL APPLICATION AND 0.25 TONS PER ACRE (12# PER 1000 SQ. FT.) APPLIED IN SPRING IF INITIAL PLANTING IS PRIOR TO DECEMBER OF PREVIOUS YEAR. TEMPORARY VEGETATION SCHEDULE BARLEY - 150# PER ACRE (PLANT BETWEEN SEPTEMBER 1 AND MARCH 15) LESPEDEZA - 40# PER ACRE (PLANT BETWEEN FEBRUARY 1 AND MARCH 1) LOVEGRASS (WEEPING) - 40# PER ACRE (PLANT BETWEEN MARCH 15 AND JUNE 15) XMILLET (BROWNTOP) - 40# PER ACRE (PLANT BETWEEN APRIL 1 AND JULY 1) MILLET (BROWNTOP) - 40# PER ACRE (PLANT BETWEEN APRIL 1 AND JULY 1) MILLET (PEAR) - 50# PER ACRE (PLANT BETWEEN MAY 1 AND AUGUST 1) OATS - 60# PER ACRE (PLANT BETWEEN SEPTEMBER 1 AND DECEMBER 1) XRYE- 60# PER ACRE (PLANT BETWEEN SEPTEMBER 1 AND DECEMBER 1) RYE- 60# PER ACRE (PLANT BETWEEN SEPTEMBER 1 AND DECEMBER 1) XRYE GRASS - 60# PER ACRE (PLANT BETWEEN AUGUST 15 AND APRIL 1) RYE GRASS - 60# PER ACRE (PLANT BETWEEN AUGUST 15 AND APRIL 1) SUDAN GRASS - 60# PER ACRE (PLANT BETWEEN APRIL 1 AND AUGUST 1) TRITICALE- (PLANT BETWEEN SEPTEMBER 15 AND FEBRUARY 1) COASTAL WHEAT - 30# PER ACRE PERMANENT VEGETATION SCHEDULE BAHIA PENSACOLA - 60# PER ACRE (PLANT YEAR-ROUND) - PEIDMONT/COASTAL BAHIA WILMINGTON 60# PER ACRE (PLANT YEAR-ROUND) - MOUNTAIN/PEIDMONT PRINCESS 77 BERMUDA SEED (HULLED) - 20# PER ACRE (PLANT BETWEEN MARCH 1 AND JULY 1) PIEDMONT/ COASTAL PRINCESS 77 BERMUDA SEED (UNHULLED) - 20# PER ACRE (PLANT BETWEEN NOVEMBER 1 AND FEBRUARY 1) PIEDMONT/ COASTAL PRINCESS 77 - TIFT SEED (PLANT BETWEEN MARCH 15 AND JULY 15) CENTIPEDE - SEED (PLANT BETWEEN APRIL AND JULY) CROENVETECH - 15# PER ACRE (PLANT BETWEEN SEPTEMBER 1 AND NOVEMBER 1) MOUNTAIN/PEIDMONT FESCUE - 50# PER ACRE (PLANT BETWEEN APRIL 1 AND NOVEMBER 1) MOUNTAIN/PEIDMONT XCOMMON BERMUDA - SOD COMMON BERMUDA - SOD HAY OR STRAW MULCH SHALL BE APPLIED AT 2 TONS PER ACRES AFTER PLANTING AND SHALL BE TACKED OR OTHERWISE STABILIZED WHERE SLOPES OR WINDS WOULD ALLOW MOVEMENT OTHERWISE. IF A LANDSCAPING PLAN REQUIRES GROUND COVER OTHER THAN THAT SHOWN ABOVE, THE PROVISIONS OF THE LANDSCAPING PLAN SHALL SUPERSEDE THAT ABOVE. AREAS VEGETATION CONFORMING TO THE APPROPRIATE PROVISION ABOVE. TO BE LANDSCAPED AT A LATER DATE SHALL BE DEEMED TO REQUIRE TEMPORARY
AutoCAD SHX Text
ALL PERSONNEL SHALL BE INSTRUCTED ON PROPER PROCEDURES FOR WASTE DISPOSAL. A NOTICE STATING THESE PRACTICES WILL BE POSTED AT THE JOBSITE AND THE CONTRACTOR WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS MATERIALS ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL, STATE, AND/OR FEDERAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. THE JOBSITE SUPERINTENDENT, WHO SHALL ALSO BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED, SHALL INSTRUCT SITE PERSONNEL IN THESE PRACTICES. MATERIAL SAFETY DATA SHEETS (MSDS's) FOR EACH SUBSTANCE WITH HAZARDOUS PROPERTIES THAT IS USED ON THE JOBSITE SHALL BE OBTAINED AND USED FOR THE PROPER MANAGEMENT OF POTENTIAL WASTES THAT MAY RESULT FROM THESE PRODUCTS. AN MSDS SHALL BE POSTED IN THE IMMEDIATE AREA WHERE SUCH PRODUCT IS STORED AND/OR USED AND ANOTHER COPY OF EACH MSDS SHALL BE MAINTAINED IN THE ES&PC PLAN FILE AT THE JOBSITE CONSTRUCTION TRAILOR OFFICE. EACH EMPLOYEE WHO MUST HANDLE A SUBSTANCE WITH HAZARDOUS PROPERTIES SHALL BE INSTRUCTED ON THE USE OF MSDS SHEETS AND THE SPECIFIC INFORMATION IN THE APPLICABLE MSDS FOR THE PRODUCT HE/SHE IS USING, PARTICULARLY REGARDING SPILL CONTROL TECHNIQUES.
AutoCAD SHX Text
2. PROJECT DESCRIPTION:
AutoCAD SHX Text
3. PROJECT AREA:
AutoCAD SHX Text
6. SOILS INFORMATION:
AutoCAD SHX Text
5. SITE CONDITIONS:
AutoCAD SHX Text
7. DATE OF CONSTRUCTION:
AutoCAD SHX Text
APPENDIX B NEPHELOMETRIC TURBIDITY UNIT (NTU) TABLES WARM WATER (SUPPORTING WARM WATER FISHERIES) SURFACE WATER DRAINAGE AREA, SQ. MILES
AutoCAD SHX Text
0-4.995-9.9910-24.9925-49.9950-99.99100-249.99250-499.99500+ 5-9.9910-24.9925-49.9950-99.99100-249.99250-499.99500+ 10-24.9925-49.9950-99.99100-249.99250-499.99500+ 25-49.9950-99.99100-249.99250-499.99500+ 50-99.99100-249.99250-499.99500+ 100-249.99250-499.99500+ 250-499.99500+ 500+ 1.00-1075150200400750750750750 75150200400750750750750 150200400750750750750 200400750750750750 400750750750750 750750750750 750750750 750750 750 10.01-2550100100200300500750750 50100100200300500750750 100100200300500750750 100200300500750750 200300500750750 300500750750 500750750 750750 750 25.01-505050100100200300750750 5050100100200300750750 50100100200300750750 100100200300750750 100200300750750 200300750750 300750750 750750 750 50.01-100505050100100150300600 505050100100150300600 5050100100150300600 50100100150300600 100100150300600 100150300600 150300600 300600 600 100.01+5050505050100200100505050505010020010050505050100200100505050100200100505010020010050100200100100200100200100100
AutoCAD SHX Text
SITE SIZE, ACRES
AutoCAD SHX Text
TOTAL AREA FOR THIS PROPERTY IS %%U47.04%%U ACRES.
AutoCAD SHX Text
AND SEDIMENT LOSS.
AutoCAD SHX Text
TOTAL DISTURBED AREA FOR THIS PROJECT IS %%U 2.36 %%U ACRES.
AutoCAD SHX Text
BURKE COUNTY PUBLIC SCHOOLS 789 BURKE VETERANS PKWY WAYNESBORO, GA 30830 24 HOUR CONTACT: PAUL WILLIAMS PH #: 706-554-3175706-554-3175
AutoCAD SHX Text
THIS PROJECT IS LOCATED IN PARCEL 073 018, WAYNESBORO, GA WITHIN BURKE COUNTY, GEORGIA
AutoCAD SHX Text
A PORTION OF THIS PROPERTY IS NOT IN A KNOWN FLOOD IS NOT IN A KNOWN FLOOD IN A KNOWN FLOOD HAZARD AREA PER F.I.R.M. COMMUNITY PANEL NUMBER 13033C0328C DATED 12/17/2010. DATED 12/17/2010.12/17/2010..
AutoCAD SHX Text
THERE ARE NO STATE WATERS PRESENT ON THIS SITE WHICH REQUIRE A (50) FOOT MINIMUM VEGETATIVE BUFFER. RECEIVING WATERS IS MCINTOSH CREEK.
AutoCAD SHX Text
29.NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND BIDS. 30. THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMP'S WITHIN 7 DAYS AFTER INSTALLATION. 31.AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.
AutoCAD SHX Text
THE SITE IS AN EXISTING HIGH SCHOOL FOOTBALL FIELD.
AutoCAD SHX Text
A WETLAND AREA IS LOCATED ON THE SITE AND WILL REMAIN UNDISTURBED. WETLAND AREAS WILL BE PROTECTED WITH BUFFERS AND/OR DOUBLE ROWS OF TYPE "C" SILT FENCE.
AutoCAD SHX Text
THERE ARE NO WETLANDS ON THIS SITE. WETLANDS WILL REMAIN ARE NO WETLANDS ON THIS SITE. WETLANDS WILL REMAIN NO WETLANDS ON THIS SITE. WETLANDS WILL REMAIN UNDISTURBED DURING THIS CONSTRUCTION.
AutoCAD SHX Text
2. I, PLAN PREPARER, CERTIFICATION # 8762, BY SIGNING THE SEAL ON THIS DOCUMENT CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100001.
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
RETENTION OF RECORDS 1. THE PRIMARY PERMITTEE SHALL RETAIN THE FOLLOWING RECORDS AT THE CONSTRUCTION SITE OR THE RECORDS SHALL BE READILY AVAILABLE AT A DESIGNATED ALTERNATIVE LOCATION FROM COMMENCEMENT OF CONSTRUCTION UNTIL SUCH TIME AS A NOT IS SUBMITTED IN ACCORDANCE WITH PART VI. a. A COPY OF ALL NOTICE OF INTENT SUBMITTED TO EPD. b. A COPY OF THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN REQUIRED BY THIS PERMIT. c. THE DESIGN PROFESSIONAL'S REPORT OF THE RESULTS OF THE INSPECTION CONDUCTED IN ACCORDANCE WITH PARE IV.A.5 OF THIS PERMIT. IV.A.5 OF THIS PERMIT. d. A COPY OF ALL SAMPLING INFORMATION, RESULTS, AND REPORTS REQUIRED BY THIS PERMIT. e. A COPY OF ALL INSPECTION REPORTS GENERATED IN ACCORDANCE WITH PART IV.D.4.a. OF THIS PERMIT. f. A COPY OF ALL VIOLATION SUMMARIES AND VIOLATION SUMMARY REPORTS GENERATED IN ACCORDANCE WITH PART III.D.2 OF THIS REPORT, AND III.D.2 OF THIS REPORT, AND g. DAILY RAINFALL INFORMATION COLLECTED IN ACCORDANCE WITH PART IV.D.4.a.(2) OF THIS PERMIT. 2. COPIES OF ALL NOI'S, NOT'S, INSPECTION REPORTS, SAMPLING REPORTS (INCLUDING ALL CALIBRATION AND MAINTENANCE RECORDS AND ALL ORIGINAL STRIP CHART RECORDINGS FOR CONTINUOUS MONITORING INSTRUMENTATION OR OTHER REPORTS REQUESTED BY EPD, EROSION SEDIMENTATION AND POLLUTION CONTROL PLANS, RECORDS OF ALL DATA USED TO COMPLETE THE NOI TO BE COVERED BY THIS PERMIT AND ALL OTHER RECORDS REQUIRED BY THIS PERMIT SHALL BE RETAINED BY THE PERMITTEE WHO EITHER PRODUCED OR USED IT FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE THAT THE NOT IS SUBMITTED IN ACCORDANCE WITH PART VI OF THIS PERMIT. THESE RECORDS MUST BE MAINTAINED AT THE PERMITTEE'S PRIMARY PLACE OF BUSINESS OR AT A DESIGNATED ALTERNATIVE LOCATION ONCE THE CONSTRUCTION ACTIVITY HAS CEASED AT THE PERMITTED SITE. THIS PERIOD MAY BE EXTENDED BY REQUEST OF THE EPD AT ANY TIME UPON WRITTEN NOTIFICATION TO THE PERMITTEE.
AutoCAD SHX Text
CONSTRUCTION OF A NEW ARTIFICAL TURF FIELD AT BURKE CO. HIGH SCHOOL.
AutoCAD SHX Text
APPROXIMATE START OF CONSTRUCTION IS MARCH 1, 2016. MARCH 1, 2016. . STABILIZATION SHOULD BE ACCOMPLISHED BEFORE JUNE 1, JUNE 1, 2016 (SEE SCHEDULE FOR ADDITIONAL INFORMATION). (SEE SCHEDULE FOR ADDITIONAL INFORMATION).
AutoCAD SHX Text
%%U ACTIVITY %%U
AutoCAD SHX Text
%%U START %%U
AutoCAD SHX Text
%%U COMPLETION %%U
AutoCAD SHX Text
GRADING ACTIVITIES
AutoCAD SHX Text
MAINTENANCE OF EROSION
AutoCAD SHX Text
CONTROL
AutoCAD SHX Text
FINAL GRASSING AND
AutoCAD SHX Text
VEGETATION
AutoCAD SHX Text
03/01/2016
AutoCAD SHX Text
(UNTIL FULLY STABILIZED)
AutoCAD SHX Text
(UNTIL FULLY STABILIZED)
AutoCAD SHX Text
STAGE I EROSION MEASURES
AutoCAD SHX Text
03/01/2016
AutoCAD SHX Text
03/15/2016
AutoCAD SHX Text
(INITIAL BMP INSPECTION)
AutoCAD SHX Text
04/15/2016
AutoCAD SHX Text
03/01/2016
AutoCAD SHX Text
06/01/2016
AutoCAD SHX Text
06/01/2016
AutoCAD SHX Text
06/01/2016
AutoCAD SHX Text
GSWCC LEVEL II CERT.# 00000087620000008762
AutoCAD SHX Text
%%UOgD2: ORANGEBURG SANDY LOAM, 8 TO 17%%% SLOPES, ERODED
AutoCAD SHX Text
%%UTrC: TROUP FINE SAND, 5 TO 8%%% SLOPES
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
SE1.0
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
SOIL
EROS
ION
& SE
DIME
NTAT
ION
CONT
ROL P
LAN-
INIT
IAL C
LEAR
ING
PHAS
E
AutoCAD SHX Text
EX GOAL POST
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC/
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (2'x2') TOP 250.20 IE 248.55
AutoCAD SHX Text
DI TOP 249.54 IE 244.59
AutoCAD SHX Text
DI TOP 260.67 IE 240.02
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
DI TOP 245.34 IE 243.34
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
SAN SEW MH TOP 249.36 IE 241.11
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
CONC
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
DI TOP 239.78 IE 235.24
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
IE241.37
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
MATTED SURFACE
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
METAL STORAGE BUILDING
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS & CONCESSIONS)
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS)
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
FF 259.8'
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
14"TREE
AutoCAD SHX Text
W
AutoCAD SHX Text
X
AutoCAD SHX Text
A.C.
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
EX. FOOTBALL FIELD
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (1'x1') TOP 250.22 IE 248.92
AutoCAD SHX Text
DI (2'x2') TOP 250.18 IE 248.53
AutoCAD SHX Text
DI (2'x2') TOP 250.01 IE 247.71
AutoCAD SHX Text
DI TOP 249.46 IE 245.11
AutoCAD SHX Text
DI TOP 249.25 IE 245.35 (FULL OF DEBRIS)
AutoCAD SHX Text
DI TOP 249.18 IE 245.58
AutoCAD SHX Text
DI TOP 258.94 IE 249.64
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
5"TREE
AutoCAD SHX Text
15"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
X
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONTROL BOX
AutoCAD SHX Text
S
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
POWER BOX
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
16"TREE
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
252
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
249
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
BRICK SCHOOL BUILDING
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
263.17 FINISHED FLOOR
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
ENTRANCE
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
262
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
266
AutoCAD SHX Text
FFE: 263.17
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
S
AutoCAD SHX Text
wm
AutoCAD SHX Text
1184
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.64
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.66
AutoCAD SHX Text
1188
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.67
AutoCAD SHX Text
EX GOAL POST
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 247.79
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (2'x2') TOP 250.17 IE 248.62
AutoCAD SHX Text
DI (1'x1') TOP 250.18 IE 248.88
AutoCAD SHX Text
DI TOP 250.49 IE 237.89
AutoCAD SHX Text
DI TOP 253.21 IE 238.96
AutoCAD SHX Text
DI TOP 239.67 IE 237.43
AutoCAD SHX Text
DI TOP 240.58 IE 236.48
AutoCAD SHX Text
SAN SEW MH TOP 250.83 IE 245.88
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
DI TOP 249.18
AutoCAD SHX Text
DI TOP 249.05 IE 242.05
AutoCAD SHX Text
DI TOP 249.19 IE 243.29
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
12"PVC
AutoCAD SHX Text
12"CCMP STORM
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
12"RCP STORM
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
IE 243.00
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
2"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
10"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
IE 241.00
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
IE 241.64
AutoCAD SHX Text
S
AutoCAD SHX Text
OVERHEAD COMMUNICATION LINE
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
241
AutoCAD SHX Text
242
AutoCAD SHX Text
243
AutoCAD SHX Text
244
AutoCAD SHX Text
245
AutoCAD SHX Text
246
AutoCAD SHX Text
247
AutoCAD SHX Text
248
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
IE248.4
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
240
AutoCAD SHX Text
240
AutoCAD SHX Text
253
AutoCAD SHX Text
255
AutoCAD SHX Text
260
AutoCAD SHX Text
265
AutoCAD SHX Text
F.F.E.= 247.00
AutoCAD SHX Text
CONCESSIONS
AutoCAD SHX Text
IE 245.98
AutoCAD SHX Text
6" WATER
AutoCAD SHX Text
F.F.E.=250.00
AutoCAD SHX Text
3" WATER
AutoCAD SHX Text
FH
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 249.63
AutoCAD SHX Text
* 249.38
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
249.95 *
AutoCAD SHX Text
* 249.64
AutoCAD SHX Text
* 249.14
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 247.02
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 246.84
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.35
AutoCAD SHX Text
* 247.95
AutoCAD SHX Text
* 245.50
AutoCAD SHX Text
* 249.05
AutoCAD SHX Text
* 249.12
AutoCAD SHX Text
* 248.79
AutoCAD SHX Text
* 248.98
AutoCAD SHX Text
* 249.19
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 246.64
AutoCAD SHX Text
246.75 *
AutoCAD SHX Text
246.70 *
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 246.50
AutoCAD SHX Text
* 247.50
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.27
AutoCAD SHX Text
247.05 *
AutoCAD SHX Text
246.76 *
AutoCAD SHX Text
248.92 *
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.60
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 246.57
AutoCAD SHX Text
* 246.37
AutoCAD SHX Text
248.83 *
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.70
AutoCAD SHX Text
* 249.33
AutoCAD SHX Text
* 249.50
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.36
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.00
AutoCAD SHX Text
* 251.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.96
AutoCAD SHX Text
* 250.40
AutoCAD SHX Text
* 249.90
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 250.25
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.67
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.85
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 245.56
AutoCAD SHX Text
* 241.80
AutoCAD SHX Text
* 245.00
AutoCAD SHX Text
* 244.50
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
250.90 *
AutoCAD SHX Text
* 251.35
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.64
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.85
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 246.90
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
D1 RIM:250.6 INV:237.81
AutoCAD SHX Text
D2 RIM:249.50 INV:240.91
AutoCAD SHX Text
D3 RIM:249.00 INV:241.20
AutoCAD SHX Text
D4 RIM:248.85 INV:241.52
AutoCAD SHX Text
D5 RIM:249.00 INV:242.22
AutoCAD SHX Text
D6 RIM:249.56 INV:242.78
AutoCAD SHX Text
D7 RIM:249.50 INV:243.36
AutoCAD SHX Text
D8 RIM:246.90 INV:243.89
AutoCAD SHX Text
D9 RIM:249.19 INV:243.5 INV:243.29
AutoCAD SHX Text
D10
AutoCAD SHX Text
D11 RIM:249.00 INV:244.00
AutoCAD SHX Text
D12
AutoCAD SHX Text
D13
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.50
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.50
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 241.50
AutoCAD SHX Text
* 241.00
AutoCAD SHX Text
* 248.55
AutoCAD SHX Text
* 256.00
AutoCAD SHX Text
* 255.94
AutoCAD SHX Text
* 254.94
AutoCAD SHX Text
* 253.94
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
EXISTING LEARNING CENTER BLDG.
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
POLE VAULT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
DI (2'x2') TOP 250.20 IE 248.81
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 248.32
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 248.58
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
GA East Zone,NAD 83
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd2#3
AutoCAD SHX Text
Sd2#4
AutoCAD SHX Text
Sd2#5
AutoCAD SHX Text
Sd2#10
AutoCAD SHX Text
Sd2#9
AutoCAD SHX Text
Sd2#8
AutoCAD SHX Text
Sd2#7
AutoCAD SHX Text
Sd2#6
AutoCAD SHX Text
Sd2#1
AutoCAD SHX Text
Sd2#2
AutoCAD SHX Text
Ds1
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Du
AutoCAD SHX Text
CWO
AutoCAD SHX Text
Ds1
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Du
AutoCAD SHX Text
Ds1
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Du
AutoCAD SHX Text
Ds1
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Du
AutoCAD SHX Text
Ds1
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Du
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
Co
AutoCAD SHX Text
APPROXIMATE LOCATION OF ACCESS TO FIELD, ACCESS TO BE DETERMINED IN FIELD BEFORE CONSTRUCTION BEGINS.
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
33.085596, -81.993489
AutoCAD SHX Text
PETROLEUM STORAGE AREA
AutoCAD SHX Text
DRAINAGE AREA 'A': 1.15 ACRES
AutoCAD SHX Text
DRAINAGE AREA 'B': 1.15 ACRES
AutoCAD SHX Text
L:20' W:20' D:1' TOTAL:400 CF
AutoCAD SHX Text
SEDIMENT STORAGE REQUIRED: 1.21 AC x 43,560=52,708 SF/27 =1,952 CF REQUIRED, 2000 CF PROVIDED.
AutoCAD SHX Text
SEDIMENT STORAGE REQUIRED: 1.15 AC x 43,560=50,094 SF/27 =1,855 CF REQUIRED, 1900 CF PROVIDED.
AutoCAD SHX Text
L:20' W:20' D:1' TOTAL:400 CF
AutoCAD SHX Text
L:20' W:20' D:1' TOTAL:400 CF
AutoCAD SHX Text
L:20' W:20' D:1' TOTAL:400 CF
AutoCAD SHX Text
L:20' W:20' D:1' TOTAL:400 CF
AutoCAD SHX Text
L:20' W:19' D:1' TOTAL:380 CF
AutoCAD SHX Text
L:20' W:19' D:1' TOTAL:380 CF
AutoCAD SHX Text
L:20' W:19' D:1' TOTAL:380 CF
AutoCAD SHX Text
L:20' W:19' D:1' TOTAL:380 CF
AutoCAD SHX Text
L:20' W:19' D:1' TOTAL:380 CF
AutoCAD SHX Text
DI TOP 249.09 IE 239.26
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
GSWCC LEVEL II CERT.# 00000087620000008762
AutoCAD SHX Text
SOIL EROSION & SEDIMENTATION CONTROL PLAN-INITIAL CLEARING PHASE
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
80
AutoCAD SHX Text
10
AutoCAD SHX Text
SCALE: 1"= 20'
AutoCAD SHX Text
TOTAL DISTURBED AREA: 2.36AC PRE-DEVELOPED: TOTAL C= 3.10 IMPERVIOUS AREA: 0.08AC C=.95 I=8.28 Q=.63
AutoCAD SHX Text
PERVIOUS AREA: 2.28AC C=.17 I=8.28 Q=3.21
AutoCAD SHX Text
POST-DEVELOPED: TOTAL C=2.56 TOTAL C=2.56 TOTAL C=2.56 IMPERVIOUS AREA: 0.08AC C=.95 I=8.28 Q=.63
AutoCAD SHX Text
PERVIOUS AREA: 2.28AC C=.14 I=8.28 Q=2.64
AutoCAD SHX Text
HYDROLOGY CALCULATIONS
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
SE1.1
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
SOIL
EROS
ION
& SE
DIME
NTAT
ION
CONT
ROL P
LAN-
GRAD
ING
PHAS
E
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
DI TOP 249.54 IE 244.59
AutoCAD SHX Text
DI TOP 260.67 IE 240.02
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
DI TOP 245.34 IE 243.34
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
SAN SEW MH TOP 249.36 IE 241.11
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
CONC
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
DI TOP 239.78 IE 235.24
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
IE241.37
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
METAL STORAGE BUILDING
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS & CONCESSIONS)
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS)
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
FF 259.8'
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
14"TREE
AutoCAD SHX Text
W
AutoCAD SHX Text
X
AutoCAD SHX Text
A.C.
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
DI TOP 249.46 IE 245.11
AutoCAD SHX Text
DI TOP 249.25 IE 245.35 (FULL OF DEBRIS)
AutoCAD SHX Text
DI TOP 249.18 IE 245.58
AutoCAD SHX Text
DI TOP 258.94 IE 249.64
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
5"TREE
AutoCAD SHX Text
15"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
X
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONTROL BOX
AutoCAD SHX Text
S
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
POWER BOX
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
16"TREE
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
252
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
249
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
BRICK SCHOOL BUILDING
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
263.17 FINISHED FLOOR
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
ENTRANCE
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
262
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
266
AutoCAD SHX Text
FFE: 263.17
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
S
AutoCAD SHX Text
wm
AutoCAD SHX Text
1184
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.64
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.66
AutoCAD SHX Text
1188
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.67
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
DI TOP 250.49 IE 237.89
AutoCAD SHX Text
DI TOP 253.21 IE 238.96
AutoCAD SHX Text
DI TOP 239.67 IE 237.43
AutoCAD SHX Text
DI TOP 240.58 IE 236.48
AutoCAD SHX Text
SAN SEW MH TOP 250.83 IE 245.88
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
DI TOP 249.18
AutoCAD SHX Text
DI TOP 249.05 IE 242.05
AutoCAD SHX Text
DI TOP 249.19 IE 243.29
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
12"PVC
AutoCAD SHX Text
12"CCMP STORM
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
12"RCP STORM
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
IE 243.00
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
2"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
10"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
IE 241.00
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
IE 241.64
AutoCAD SHX Text
S
AutoCAD SHX Text
OVERHEAD COMMUNICATION LINE
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
241
AutoCAD SHX Text
242
AutoCAD SHX Text
243
AutoCAD SHX Text
244
AutoCAD SHX Text
245
AutoCAD SHX Text
246
AutoCAD SHX Text
247
AutoCAD SHX Text
248
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
IE248.4
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
240
AutoCAD SHX Text
240
AutoCAD SHX Text
253
AutoCAD SHX Text
255
AutoCAD SHX Text
260
AutoCAD SHX Text
265
AutoCAD SHX Text
F.F.E.= 247.00
AutoCAD SHX Text
CONCESSIONS
AutoCAD SHX Text
IE 245.98
AutoCAD SHX Text
6" WATER
AutoCAD SHX Text
F.F.E.=250.00
AutoCAD SHX Text
3" WATER
AutoCAD SHX Text
FH
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 249.63
AutoCAD SHX Text
* 249.38
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
249.95 *
AutoCAD SHX Text
* 249.64
AutoCAD SHX Text
* 249.14
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 247.02
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 246.84
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.35
AutoCAD SHX Text
* 247.95
AutoCAD SHX Text
* 245.50
AutoCAD SHX Text
* 249.05
AutoCAD SHX Text
* 249.12
AutoCAD SHX Text
* 248.79
AutoCAD SHX Text
* 248.98
AutoCAD SHX Text
* 249.19
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 246.64
AutoCAD SHX Text
246.75 *
AutoCAD SHX Text
246.70 *
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 246.50
AutoCAD SHX Text
* 247.50
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.27
AutoCAD SHX Text
247.05 *
AutoCAD SHX Text
246.76 *
AutoCAD SHX Text
248.92 *
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.60
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 246.57
AutoCAD SHX Text
* 246.37
AutoCAD SHX Text
248.83 *
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.70
AutoCAD SHX Text
* 249.33
AutoCAD SHX Text
* 249.50
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.36
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.00
AutoCAD SHX Text
* 251.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.96
AutoCAD SHX Text
* 250.40
AutoCAD SHX Text
* 249.90
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 250.25
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.67
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.85
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 245.56
AutoCAD SHX Text
* 241.80
AutoCAD SHX Text
* 245.00
AutoCAD SHX Text
* 244.50
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
250.90 *
AutoCAD SHX Text
* 251.35
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.64
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.85
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 246.90
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
D1 RIM:250.6 INV:237.81
AutoCAD SHX Text
D2 RIM:249.50 INV:240.91
AutoCAD SHX Text
D3 RIM:249.00 INV:241.20
AutoCAD SHX Text
D4 RIM:248.85 INV:241.52
AutoCAD SHX Text
D5 RIM:249.00 INV:242.22
AutoCAD SHX Text
D6 RIM:249.56 INV:242.78
AutoCAD SHX Text
D7 RIM:249.50 INV:243.36
AutoCAD SHX Text
D8 RIM:246.90 INV:243.89
AutoCAD SHX Text
D9 RIM:249.19 INV:243.5 INV:243.29
AutoCAD SHX Text
D10
AutoCAD SHX Text
D11 RIM:249.00 INV:244.00
AutoCAD SHX Text
D12
AutoCAD SHX Text
D13
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.50
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.50
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 241.50
AutoCAD SHX Text
* 241.00
AutoCAD SHX Text
* 248.55
AutoCAD SHX Text
* 256.00
AutoCAD SHX Text
* 255.94
AutoCAD SHX Text
* 254.94
AutoCAD SHX Text
* 253.94
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
EXISTING LEARNING CENTER BLDG.
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
POLE VAULT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
GA East Zone,NAD 83
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
Du
AutoCAD SHX Text
CWO
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
Du
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
Du
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
Du
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
Du
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
Du
AutoCAD SHX Text
Ds2
AutoCAD SHX Text
Ds3
AutoCAD SHX Text
Du
AutoCAD SHX Text
Co
AutoCAD SHX Text
APPROXIMATE LOCATION OF ACCESS TO FIELD, ACCESS TO BE DETERMINED IN FIELD BEFORE CONSTRUCTION BEGINS.
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
PETROLEUM STORAGE AREA
AutoCAD SHX Text
DI TOP 249.09 IE 239.26
AutoCAD SHX Text
Sd2
AutoCAD SHX Text
Sd2
AutoCAD SHX Text
Sd2
AutoCAD SHX Text
251
AutoCAD SHX Text
251
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
GSWCC LEVEL II CERT.# 00000087620000008762
AutoCAD SHX Text
SOIL EROSION & SEDIMENTATION CONTROL PLAN-GRADING PHASE
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
80
AutoCAD SHX Text
10
AutoCAD SHX Text
SCALE: 1"= 20'
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
SE1.2
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
SOIL
EROS
ION
& SE
DIME
NTAT
ION
CONT
ROL P
LAN-
FINA
L PHA
SE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
DI TOP 249.54 IE 244.59
AutoCAD SHX Text
DI TOP 260.67 IE 240.02
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
DI TOP 245.34 IE 243.34
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
SAN SEW MH TOP 249.36 IE 241.11
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
CONC
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
DI TOP 239.78 IE 235.24
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
IE241.37
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
METAL STORAGE BUILDING
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS & CONCESSIONS)
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS)
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
FF 259.8'
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
14"TREE
AutoCAD SHX Text
W
AutoCAD SHX Text
X
AutoCAD SHX Text
A.C.
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
DI TOP 249.46 IE 245.11
AutoCAD SHX Text
DI TOP 249.25 IE 245.35 (FULL OF DEBRIS)
AutoCAD SHX Text
DI TOP 249.18 IE 245.58
AutoCAD SHX Text
DI TOP 258.94 IE 249.64
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
5"TREE
AutoCAD SHX Text
15"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
X
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONTROL BOX
AutoCAD SHX Text
S
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
POWER BOX
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
16"TREE
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
252
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
249
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
BRICK SCHOOL BUILDING
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
263.17 FINISHED FLOOR
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
ENTRANCE
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
262
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
266
AutoCAD SHX Text
FFE: 263.17
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
S
AutoCAD SHX Text
wm
AutoCAD SHX Text
1184
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.64
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.66
AutoCAD SHX Text
1188
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.67
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
DI TOP 250.49 IE 237.89
AutoCAD SHX Text
DI TOP 253.21 IE 238.96
AutoCAD SHX Text
DI TOP 239.67 IE 237.43
AutoCAD SHX Text
DI TOP 240.58 IE 236.48
AutoCAD SHX Text
SAN SEW MH TOP 250.83 IE 245.88
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
DI TOP 249.18
AutoCAD SHX Text
DI TOP 249.05 IE 242.05
AutoCAD SHX Text
DI TOP 249.19 IE 243.29
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
12"PVC
AutoCAD SHX Text
12"CCMP STORM
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
12"RCP STORM
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
IE 243.00
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
2"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
10"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
IE 241.00
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
IE 241.64
AutoCAD SHX Text
S
AutoCAD SHX Text
OVERHEAD COMMUNICATION LINE
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
241
AutoCAD SHX Text
242
AutoCAD SHX Text
243
AutoCAD SHX Text
244
AutoCAD SHX Text
245
AutoCAD SHX Text
246
AutoCAD SHX Text
247
AutoCAD SHX Text
248
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
LOADING DOCK
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
IE248.4
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
240
AutoCAD SHX Text
240
AutoCAD SHX Text
253
AutoCAD SHX Text
255
AutoCAD SHX Text
260
AutoCAD SHX Text
265
AutoCAD SHX Text
F.F.E.= 247.00
AutoCAD SHX Text
CONCESSIONS
AutoCAD SHX Text
IE 245.98
AutoCAD SHX Text
6" WATER
AutoCAD SHX Text
F.F.E.=250.00
AutoCAD SHX Text
3" WATER
AutoCAD SHX Text
FH
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 249.63
AutoCAD SHX Text
* 249.38
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
249.95 *
AutoCAD SHX Text
* 249.64
AutoCAD SHX Text
* 249.14
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 247.02
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 246.84
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.35
AutoCAD SHX Text
* 247.95
AutoCAD SHX Text
* 245.50
AutoCAD SHX Text
* 249.05
AutoCAD SHX Text
* 249.12
AutoCAD SHX Text
* 248.79
AutoCAD SHX Text
* 248.98
AutoCAD SHX Text
* 249.19
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 246.64
AutoCAD SHX Text
246.75 *
AutoCAD SHX Text
246.70 *
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 246.50
AutoCAD SHX Text
* 247.50
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.27
AutoCAD SHX Text
247.05 *
AutoCAD SHX Text
246.76 *
AutoCAD SHX Text
248.92 *
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.60
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 246.57
AutoCAD SHX Text
* 246.37
AutoCAD SHX Text
248.83 *
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 248.70
AutoCAD SHX Text
* 249.33
AutoCAD SHX Text
* 249.50
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.36
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.00
AutoCAD SHX Text
* 251.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.96
AutoCAD SHX Text
* 250.40
AutoCAD SHX Text
* 249.90
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 250.25
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.67
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.85
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 245.56
AutoCAD SHX Text
* 241.80
AutoCAD SHX Text
* 245.00
AutoCAD SHX Text
* 244.50
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
250.90 *
AutoCAD SHX Text
* 251.35
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.85
AutoCAD SHX Text
* 250.64
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.85
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 246.90
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
D1 RIM:250.6 INV:237.81
AutoCAD SHX Text
D2 RIM:249.50 INV:240.91
AutoCAD SHX Text
D3 RIM:249.00 INV:241.20
AutoCAD SHX Text
D4 RIM:248.85 INV:241.52
AutoCAD SHX Text
D5 RIM:249.00 INV:242.22
AutoCAD SHX Text
D6 RIM:249.56 INV:242.78
AutoCAD SHX Text
D7 RIM:249.50 INV:243.36
AutoCAD SHX Text
D8 RIM:246.90 INV:243.89
AutoCAD SHX Text
D9 RIM:249.19 INV:243.5 INV:243.29
AutoCAD SHX Text
D10
AutoCAD SHX Text
D11 RIM:249.00 INV:244.00
AutoCAD SHX Text
D12
AutoCAD SHX Text
D13
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.50
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.50
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 241.50
AutoCAD SHX Text
* 241.00
AutoCAD SHX Text
* 248.55
AutoCAD SHX Text
* 256.00
AutoCAD SHX Text
* 255.94
AutoCAD SHX Text
* 254.94
AutoCAD SHX Text
* 253.94
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 248.50
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
10" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
EXISTING LEARNING CENTER BLDG.
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
POLE VAULT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
GA East Zone,NAD 83
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
Sd2
AutoCAD SHX Text
NEW ARTIFICAL TURF SURFACE
AutoCAD SHX Text
NEW ARTIFICAL TURF SURFACE
AutoCAD SHX Text
NEW ARTIFICAL TURF SURFACE
AutoCAD SHX Text
NEW ARTIFICAL TURF SURFACE
AutoCAD SHX Text
**NOTE: ALL TEMPORARY BMP'S ARE TO BE REMOVED ONCE FINAL STABALIZATION IS ACHIEVED.**
AutoCAD SHX Text
NEW CONCRETE PAVEMENT
AutoCAD SHX Text
APPROXIMATE LOCATION OF ACCESS TO FIELD, ACCESS TO BE DETERMINED IN FIELD BEFORE CONSTRUCTION BEGINS.
AutoCAD SHX Text
**CONTRACTOR TO PROTECT TRACK SURFACE DURING ALL PHASES OF CONSTRUCTION**
AutoCAD SHX Text
DI TOP 249.09 IE 239.26
AutoCAD SHX Text
Sd2-Gb
AutoCAD SHX Text
Sd2-Gb
AutoCAD SHX Text
251
AutoCAD SHX Text
251
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
GSWCC LEVEL II CERT.# 00000087620000008762
AutoCAD SHX Text
SOIL EROSION & SEDIMENTATION CONTROL PLAN-FINAL PHASE
AutoCAD SHX Text
1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
80
AutoCAD SHX Text
10
AutoCAD SHX Text
SCALE: 1"= 20'
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
SE2.0
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
SOIL
EROS
ION
NOTE
S
Ds1
Ds3
Ds4
Ss
Sb
Tac
Ds1
Ds3
Ds4
Sb
Tac
Ds2Ds2
Du Du
Ss
Cs
Bf
Cs
Fl-Co
Fl-Co
Bf
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
Su
Spb
Spb
Cd
AutoCAD SHX Text
EX GOAL POST
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC/
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (2'x2') TOP 250.20 IE 248.55
AutoCAD SHX Text
DI TOP 249.54 IE 244.59
AutoCAD SHX Text
DI TOP 260.67 IE 240.02
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
DI TOP 245.34 IE 243.34
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
SAN SEW MH TOP 249.36 IE 241.11
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
CONC
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
(SIZE AS PER ORIGINAL PLAN)
AutoCAD SHX Text
6"PVC
AutoCAD SHX Text
DI TOP 239.78 IE 235.24
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
IE241.37
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
18"TREE
AutoCAD SHX Text
12"TREE
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
251
AutoCAD SHX Text
252
AutoCAD SHX Text
253
AutoCAD SHX Text
254
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
240
AutoCAD SHX Text
239
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
MATTED SURFACE
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
SS
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
METAL STORAGE BUILDING
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS & CONCESSIONS)
AutoCAD SHX Text
CONC BLOCK BUILDING (RESTROOMS)
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
FF 259.8'
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
260
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
14"TREE
AutoCAD SHX Text
W
AutoCAD SHX Text
X
AutoCAD SHX Text
A.C.
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SIDEWALK
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
EX. FOOTBALL FIELD
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
BRICK COPING
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (1'x1') TOP 250.22 IE 248.92
AutoCAD SHX Text
DI (2'x2') TOP 250.18 IE 248.53
AutoCAD SHX Text
DI (2'x2') TOP 250.01 IE 247.71
AutoCAD SHX Text
DI TOP 249.46 IE 245.11
AutoCAD SHX Text
DI TOP 249.25 IE 245.35 (FULL OF DEBRIS)
AutoCAD SHX Text
DI TOP 249.18 IE 245.58
AutoCAD SHX Text
DI TOP 258.94 IE 249.64
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
15"CCMP STORM
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
15"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
X
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
SPIGOT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONTROL BOX
AutoCAD SHX Text
S
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
POWER BOX
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
16"TREE
AutoCAD SHX Text
(GRASSED)
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
252
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
249
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
12"RCP
AutoCAD SHX Text
RET WALL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
SHRUBS
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
TURN DOWN
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
OVERHANG
AutoCAD SHX Text
263.17 FINISHED FLOOR
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COLUMNS
AutoCAD SHX Text
COVERED
AutoCAD SHX Text
ENTRANCE
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
255
AutoCAD SHX Text
256
AutoCAD SHX Text
257
AutoCAD SHX Text
258
AutoCAD SHX Text
259
AutoCAD SHX Text
260
AutoCAD SHX Text
261
AutoCAD SHX Text
262
AutoCAD SHX Text
261
AutoCAD SHX Text
260
AutoCAD SHX Text
259
AutoCAD SHX Text
258
AutoCAD SHX Text
257
AutoCAD SHX Text
256
AutoCAD SHX Text
255
AutoCAD SHX Text
254
AutoCAD SHX Text
253
AutoCAD SHX Text
252
AutoCAD SHX Text
251
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
wm
AutoCAD SHX Text
1184
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.64
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.66
AutoCAD SHX Text
1188
AutoCAD SHX Text
TOPWALLFRNT
AutoCAD SHX Text
253.67
AutoCAD SHX Text
EX GOAL POST
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
CONC SW
AutoCAD SHX Text
ASPHALT DRIVE
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
PARKING AREA
AutoCAD SHX Text
EX. ASPHALT/MATTED RUNNING TRACK
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 247.79
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
8" PLASTIC
AutoCAD SHX Text
DI (2'x2') TOP 250.17 IE 248.62
AutoCAD SHX Text
DI (1'x1') TOP 250.18 IE 248.88
AutoCAD SHX Text
DI TOP 253.21 IE 238.96
AutoCAD SHX Text
DI TOP 239.67 IE 237.43
AutoCAD SHX Text
DI TOP 240.58 IE 236.48
AutoCAD SHX Text
DI TOP 249.18
AutoCAD SHX Text
DI TOP 249.05 IE 242.05
AutoCAD SHX Text
DI TOP 249.19 IE 243.29
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
12"PVC
AutoCAD SHX Text
24"CCMP STORM
AutoCAD SHX Text
24"CCMP
AutoCAD SHX Text
12"RCP STORM
AutoCAD SHX Text
18"RCP STORM
AutoCAD SHX Text
IE 243.00
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
2"PVC
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
HCR
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
STEPS
AutoCAD SHX Text
24"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
22"TREE
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
18"RCP
AutoCAD SHX Text
IE 241.00
AutoCAD SHX Text
6" WATERLINE
AutoCAD SHX Text
IRRIGATION
AutoCAD SHX Text
S
AutoCAD SHX Text
OVERHEAD COMMUNICATION LINE
AutoCAD SHX Text
8"PVC
AutoCAD SHX Text
SAN SEW MH AS PER PLAN DATED OCTOBER 1984 (NOT FIELD LOCATED)
AutoCAD SHX Text
240
AutoCAD SHX Text
241
AutoCAD SHX Text
242
AutoCAD SHX Text
243
AutoCAD SHX Text
244
AutoCAD SHX Text
245
AutoCAD SHX Text
STORM
AutoCAD SHX Text
STORM
AutoCAD SHX Text
IE248.4
AutoCAD SHX Text
CONCRETE RETAINING WALL
AutoCAD SHX Text
ASPHALT PARKING
AutoCAD SHX Text
RAISED METAL BLEACHERS
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
UGP
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
UGP
AutoCAD SHX Text
251
AutoCAD SHX Text
250
AutoCAD SHX Text
248
AutoCAD SHX Text
247
AutoCAD SHX Text
246
AutoCAD SHX Text
245
AutoCAD SHX Text
244
AutoCAD SHX Text
243
AutoCAD SHX Text
242
AutoCAD SHX Text
241
AutoCAD SHX Text
240
AutoCAD SHX Text
240
AutoCAD SHX Text
253
AutoCAD SHX Text
F.F.E.= 247.00
AutoCAD SHX Text
CONCESSIONS
AutoCAD SHX Text
6" WATER
AutoCAD SHX Text
F.F.E.=250.00
AutoCAD SHX Text
FH
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 249.95
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 249.63
AutoCAD SHX Text
* 249.38
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.60
AutoCAD SHX Text
249.95 *
AutoCAD SHX Text
* 249.64
AutoCAD SHX Text
* 249.14
AutoCAD SHX Text
* 248.95
AutoCAD SHX Text
* 247.02
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 247.00
AutoCAD SHX Text
* 246.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 245.82
AutoCAD SHX Text
* 246.84
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 249.35
AutoCAD SHX Text
* 247.95
AutoCAD SHX Text
* 245.50
AutoCAD SHX Text
* 246.64
AutoCAD SHX Text
246.75 *
AutoCAD SHX Text
246.70 *
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
* 246.50
AutoCAD SHX Text
* 246.65
AutoCAD SHX Text
247.05 *
AutoCAD SHX Text
246.76 *
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 246.57
AutoCAD SHX Text
* 246.37
AutoCAD SHX Text
* 249.33
AutoCAD SHX Text
* 249.50
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.36
AutoCAD SHX Text
* 249.73
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.67
AutoCAD SHX Text
* 252.00
AutoCAD SHX Text
* 251.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.96
AutoCAD SHX Text
* 250.40
AutoCAD SHX Text
* 249.90
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 250.25
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.72
AutoCAD SHX Text
* 249.67
AutoCAD SHX Text
* 249.84
AutoCAD SHX Text
* 249.75
AutoCAD SHX Text
* 249.70
AutoCAD SHX Text
* 249.85
AutoCAD SHX Text
* 249.53
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.10
AutoCAD SHX Text
* 249.25
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 245.56
AutoCAD SHX Text
* 241.80
AutoCAD SHX Text
* 245.00
AutoCAD SHX Text
* 244.50
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 248.75
AutoCAD SHX Text
* 248.85
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 249.55
AutoCAD SHX Text
249.50 *
AutoCAD SHX Text
* 249.00
AutoCAD SHX Text
* 246.90
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
D2 RIM:249.50 INV:240.91
AutoCAD SHX Text
D3 RIM:249.00 INV:241.20
AutoCAD SHX Text
D4 RIM:248.85 INV:241.52
AutoCAD SHX Text
D5 RIM:249.00 INV:242.22
AutoCAD SHX Text
D6 RIM:249.56 INV:242.78
AutoCAD SHX Text
D7 RIM:249.50 INV:243.36
AutoCAD SHX Text
D9 RIM:249.19 INV:243.5 INV:243.29
AutoCAD SHX Text
D10
AutoCAD SHX Text
D11 RIM:249.00 INV:244.00
AutoCAD SHX Text
D13
AutoCAD SHX Text
co
AutoCAD SHX Text
* 244.00
AutoCAD SHX Text
* 243.50
AutoCAD SHX Text
* 243.00
AutoCAD SHX Text
* 242.50
AutoCAD SHX Text
* 242.00
AutoCAD SHX Text
* 241.50
AutoCAD SHX Text
* 241.00
AutoCAD SHX Text
* 248.55
AutoCAD SHX Text
* 256.00
AutoCAD SHX Text
* 255.94
AutoCAD SHX Text
* 254.94
AutoCAD SHX Text
* 253.94
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.72
AutoCAD SHX Text
* 253.60
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
* 250.00
AutoCAD SHX Text
co
AutoCAD SHX Text
co
AutoCAD SHX Text
co
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
co
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
co
AutoCAD SHX Text
6" DSL
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
EXISTING LEARNING CENTER BLDG.
AutoCAD SHX Text
POLE VAULT
AutoCAD SHX Text
CONCRETE PAVEMENT
AutoCAD SHX Text
DI (2'x2') TOP 250.20 IE 248.81
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 248.32
AutoCAD SHX Text
DI (2'x2') TOP 250.14 IE 248.58
AutoCAD SHX Text
CONC BLOCK BUILDING (CONCESSIONS)
AutoCAD SHX Text
GA East Zone,NAD 83
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
20"RCP
AutoCAD SHX Text
OgD2
AutoCAD SHX Text
TrC
AutoCAD SHX Text
SAMPLING LOCATION #1
AutoCAD SHX Text
DI TOP 249.09 IE 239.26
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
GSWCC LEVEL II CERT.# 00000087620000008762
AutoCAD SHX Text
%%UEROSION NOTE:
AutoCAD SHX Text
THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES
AutoCAD SHX Text
1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY
AutoCAD SHX Text
AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING
AutoCAD SHX Text
ACTIVITIES.
AutoCAD SHX Text
FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE
AutoCAD SHX Text
2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF
AutoCAD SHX Text
FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND
AutoCAD SHX Text
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL
AutoCAD SHX Text
OR TREAT THE SEDIMENT SOURCE.
AutoCAD SHX Text
14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.
AutoCAD SHX Text
3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN
AutoCAD SHX Text
%%UNOTE: CERTIFICATION STATEMENT
AutoCAD SHX Text
"I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED
AutoCAD SHX Text
AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF
AutoCAD SHX Text
MATTHEW L. RENAULT, P.E. #29636, CERT. #8762
AutoCAD SHX Text
OR MY AUTHORIZED AGENT, UNDER MY SUPERVISION."
AutoCAD SHX Text
%%UNOTE:
AutoCAD SHX Text
CONTRACTOR TO PROVIDE THE FOLLOWING MATERIALS IN ADDITION TO THOSE
AutoCAD SHX Text
SPECIFIED ON THE DRAWINGS TO BE INSTALLED AS DIRECTED BY CIVIL ENGINEER
AutoCAD SHX Text
FOR THE PROJECT. THIS ADDITIONAL MATERIAL SHALL NOT BE USED FOR GENERAL
AutoCAD SHX Text
MAINTENANCE. AT LEAST 10% OF THE QUANTITY SHALL BE READILY AVAILABLE
AutoCAD SHX Text
ON SITE. THE QUANTITIES TO BE SUPPLIED ARE AS FOLLOWS:
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
GEORGIA
AutoCAD SHX Text
UNIFORM CODING SYSTEM
AutoCAD SHX Text
GaSWCC (Amended - 2013)
AutoCAD SHX Text
STRUCTURAL PRACTICES
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
CODE
AutoCAD SHX Text
PRACTICE
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
CODE
AutoCAD SHX Text
PRACTICE
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MAP SYMBOL
AutoCAD SHX Text
MAP SYMBOL
AutoCAD SHX Text
STRUCTURAL PRACTICES
AutoCAD SHX Text
CODE
AutoCAD SHX Text
PRACTICE
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
MAP SYMBOL
AutoCAD SHX Text
VEGETATIVE PRACTICES
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
%%USOILS MAP
AutoCAD SHX Text
%%UN.T.S.
AutoCAD SHX Text
%%USOIL TYPES:
AutoCAD SHX Text
OgD2: ORANGEBURG SANDY LOAM, 8 TO 17%%% SLOPES, ERODED
AutoCAD SHX Text
TrC: TROUP FINE SAND, 5 TO 8%%% SLOPES
AutoCAD SHX Text
0TONS
AutoCAD SHX Text
St
AutoCAD SHX Text
RIP RAP
AutoCAD SHX Text
TRAP (FILTER FABRIC)
AutoCAD SHX Text
Sd2_SS
AutoCAD SHX Text
2 EACH
AutoCAD SHX Text
TEMPORARY SEDIMENT
AutoCAD SHX Text
TEMPORARY
AutoCAD SHX Text
25 TONS
AutoCAD SHX Text
Co
AutoCAD SHX Text
CONSTRUCTION EXIT
AutoCAD SHX Text
0 SYDS
AutoCAD SHX Text
Ss
AutoCAD SHX Text
EROSION MAT (Ss)
AutoCAD SHX Text
ITEM
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
QUANTITY
AutoCAD SHX Text
Sd2_P
AutoCAD SHX Text
0 EACH
AutoCAD SHX Text
TRAP (FILTER FABRIC)
AutoCAD SHX Text
TEMPORARY SEDIMENT
AutoCAD SHX Text
TYPE S-SILT FENCE
AutoCAD SHX Text
Sd1-S
AutoCAD SHX Text
ADDITIONAL EROSION ITEMS
AutoCAD SHX Text
0 LF
AutoCAD SHX Text
TYPE NS-SILT FENCE
AutoCAD SHX Text
Sd1-NS
AutoCAD SHX Text
200 LF
AutoCAD SHX Text
FINAL STABILIZATION (Ds3)
AutoCAD SHX Text
SOIL EROSION CONTROL ACTIVITY SCHEDULE
AutoCAD SHX Text
ACTIVITY
AutoCAD SHX Text
INSTALLATION OF SILT FENCE & CONSTRUCTION EXIT
AutoCAD SHX Text
EROSION CONTROL IMPLEMENTATION
AutoCAD SHX Text
TEMPORARY GRASSING (Ds1, Ds2)
AutoCAD SHX Text
1
AutoCAD SHX Text
MONTHS
AutoCAD SHX Text
2
AutoCAD SHX Text
NOTE: THIS IS A GENERAL CONSTRUCTION SCHEDULE FOR EROSION AND SEDIMENTATION CONTROL. CONTRACTOR SHALL CREATE A JOB SPECIFIC SCHEDULE.
AutoCAD SHX Text
ACTIVITY SCHEDULE: INITIAL PHASE: -INSTALLATION OF CONSTRUCTION EXIT/ ENTRANCE -INSTALLATION OF SILT FENCE -DUST CONTROL FOR DISTURBED AREAS. -INSTALLATION OF TEMPORARY GRASSING (Ds1, Ds2) IN ALL DISTURBED AREAS. INTERMEDIATE PHASE: -MAINTENANCE OF ALL BMPs FROM STAGE 1 -INSTALLATION OF ALL TEMPORARY GRASSING (Ds1, Ds2) BEYOND LIMITS SHOWN IN STAGE 1 AND WITHIN NEW LIMITS SHOWN IN STAGE 2 -DUST CONTROL FOR DISTURBED AREAS. -INSTALLATION OF Sd2s FINAL PHASE: -MAINTENANCE OF ALL BMPs FROM PREVIOUS TWO STAGES -INSTALLATION OF FINAL GRASSING (Ds3) AND ARTIFICIAL TURF FIELD -ALL TEMPORARY BMPs ARE TO BE REMOVED ONCE FINAL STABILIZATION IS ACHIEVED.
AutoCAD SHX Text
DUST CONTROL
AutoCAD SHX Text
3
AutoCAD SHX Text
EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST
AutoCAD SHX Text
STAND ALONE CONSTRUCTION PROJECTS
AutoCAD SHX Text
SWCD: ____________________
AutoCAD SHX Text
Project Name: BURKE CO. H.S. FOOTBALL FIELD RENOVATION
AutoCAD SHX Text
Address: 1057 BURKE VETERANS PKWY
AutoCAD SHX Text
City/County: BURKE COUNTY, GEORGIA
AutoCAD SHX Text
Date on Plans: FEBRUARY 15, 2016
AutoCAD SHX Text
Plan
AutoCAD SHX Text
Page #
AutoCAD SHX Text
Included
AutoCAD SHX Text
Y/N
AutoCAD SHX Text
1. The applicable Erosion, Sedimentation and Pollution Control Plan Checklist established by the Commission as of January 1
AutoCAD SHX Text
of the year in which the land-disturbing activity was permitted.
AutoCAD SHX Text
(The completed Checklist must be submitted with the ES&PC Plan or the Plan will not be reviewed)
AutoCAD SHX Text
2. Level II certification number issued by the Commission, signature and seal of the certified design professional.
AutoCAD SHX Text
(Signature, seal and Level II number must be on each sheet pertaining to ES&PC plan or the
AutoCAD SHX Text
Plan will not be reviewed).
AutoCAD SHX Text
4. The name and phone number of the 24-hour local contact responsible for erosion, sedimentation and pollution controls
AutoCAD SHX Text
5. Provide the name, address and phone number of primary permittee
AutoCAD SHX Text
6. Note total and disturbed acreage of the project or phase under construction
AutoCAD SHX Text
7. Provide the GPS locations of the construction exit for the site. Give the Latitude and Longitude in decimal degrees.
AutoCAD SHX Text
8. Initial date of the Plan and the dates of any revisions made to the Plan including the entity who requested the revisions.
AutoCAD SHX Text
9. Description of the nature of construction activity
AutoCAD SHX Text
10. Provide vicinity map showing site's relation to surrounding areas. Include designation of specific phase, if necessary.
AutoCAD SHX Text
11. Identify the project receiving waters and describe all sensitive adjacent areas including streams, lakes, residential areas, wetlands, etc. which
AutoCAD SHX Text
may be affected.
AutoCAD SHX Text
12. Design professional's certification statement and signature that the site was visited prior to development of the ES&PC Plan as stated on
AutoCAD SHX Text
page 15 of the permit
AutoCAD SHX Text
13. Design professional's certification statement and signature that the permitee's ES&PC Plan provides for an appropriate and comprehensive
AutoCAD SHX Text
system of BMP's and sampling to meet permit requirements as stated on page 15 of the permit*
AutoCAD SHX Text
14. Clearly note the statement that "The design professional who prepared the ES&PC Plan is to inspect the installation of the initial sediment
AutoCAD SHX Text
storage requirements, perimeter control BMPs and sediment basins in accordance with part IV.A.5. within 7 days of installation"*
AutoCAD SHX Text
15. Clearly note the statement that "Non-exempt activities shall not be conducted within the 25 or 50-foot undisturbed stream buffers as
AutoCAD SHX Text
measured from the point of wrested vegetation without first acquiring the necessary variances and permits"
AutoCAD SHX Text
17. Clearly note the statement that "Amendments/revisions to the ES&PC Plan which have a significant effect on BMPs with a hydraulic
AutoCAD SHX Text
component must be certified by the design professional."*
AutoCAD SHX Text
18. Clearly note the statement that "Waste materials shall not be discharged to waters of the State, except as authorized by a section 404
AutoCAD SHX Text
permit."*
AutoCAD SHX Text
19. Clearly note the statenent that "The escaped of sediment from the site shall be prevented by the installation of erosion and sediment
AutoCAD SHX Text
control measures and practices prior to land distrubing activities."
AutoCAD SHX Text
20. Cleary note statement that "Erosion control measures will be maintained at all times. If full implementation of the approved plan does not
AutoCAD SHX Text
provide for effective erosion control, additional erosion and sediment control measures shall be implemented to control or treat the sediment
AutoCAD SHX Text
source."
AutoCAD SHX Text
21. Clearly note the statement "Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary
AutoCAD SHX Text
seeding."
AutoCAD SHX Text
22. Any construction activity which discharges storm water into an Impaired Stream segment, or within 1 linear mile upstream of and within the
AutoCAD SHX Text
same watershed as, any portion of a Biota Impaired Stream segment must comply with Part III. C. of the Permit. Include the completed
AutoCAD SHX Text
Appendix 1 listing all of the BMPs that will be used for those areas of the site which discharge to the Impaired Stream Segment.*
AutoCAD SHX Text
23. If a TMDL Implementation Plan for sediment has been finalized for the Impaired Stream Segment (identified in item 21 above) at least six
AutoCAD SHX Text
months prior to submittal of NOI, the ES&PC Plan must address any site-specific conditions or requirements included in the TMDL
AutoCAD SHX Text
Implementation Plan.*
AutoCAD SHX Text
24. BMPs for concrete washdown of tools, concrete mixer chutes, hoppers and the rear of the vehicles. Washout of the drum at the
AutoCAD SHX Text
construction site is prohibited.*
AutoCAD SHX Text
25. Provide BMPs for the remediation of all petroleum spills and leaks.
AutoCAD SHX Text
26. Description of the measures that will be installed during the construction process to control pollutants in storm water that will occur after
AutoCAD SHX Text
construction operations have been completed.*
AutoCAD SHX Text
27. Description of the practices that will be used to reduce the pollutants in storm water discharges.*
AutoCAD SHX Text
28. Description and chart or timeline of the intended sequence of major activities which disturb soils for the major portions of the site (i.e.,
AutoCAD SHX Text
initial perimeter and sediment storage BMPs, clearing and grubbing activities, excavation activities, utility activities, temporary and final
AutoCAD SHX Text
stabilization).
AutoCAD SHX Text
29. Provide complete requirements of inspections and record keeping by the primary permitee.*
AutoCAD SHX Text
30. Provide complete requirements of sampling frequency and reporting of sampling results.*
AutoCAD SHX Text
31. Provide complete details for retention of records as per Part IV.F. of the permit.*
AutoCAD SHX Text
32. Description of analytical methods to be used to collect and analyze the samples from each location.*
AutoCAD SHX Text
33. Appendix B rationale for NTU values at all outfall sampling points where applicable.*
AutoCAD SHX Text
34. Delineate all sampling locations, perennial and intermittent streams and other water bodies into which storm water is discharged.
AutoCAD SHX Text
35. A description of appropriate controls and measures that will be implemented at the construction site including: (1) initial
AutoCAD SHX Text
sediment storage requirements and perimeter control BMPs, (2) intermediate grading and drainage BMPs, and (3) final
AutoCAD SHX Text
BMPs. For construction sites where there will be no mass grading and the initial perimeter control BMPs, intermediate grading and drainage
AutoCAD SHX Text
BMPs, and final BMPs are the same, the plan may combine all of the BMPs into a single phase.*
AutoCAD SHX Text
36. Graphic Scale and North Arrow
AutoCAD SHX Text
37. Existing and proposed contour lines with contour lines drawn at an interval in accordance with the following
AutoCAD SHX Text
38. Use alternative BMPs whose performance has been documented to be equivalent to or superior to conventional BMPs as certified by a
AutoCAD SHX Text
Design Professional (unless disapproved by EPD or the Georgia Soil and Water Conservation Commission). Please refer to the Alternative BMP
AutoCAD SHX Text
Guidance Document found at www.gaswcc.org.
AutoCAD SHX Text
40. Delineation of the applicable 25-foot or 50-foot undisturbed buffers adjacent to state waters and any additional buffers required by the
AutoCAD SHX Text
Local Issuing Authority. Clearly note and delineate all areas of impact.
AutoCAD SHX Text
41. Delineation of on-site wetlands and all state waters located on and within 200 feet of the project site.
AutoCAD SHX Text
42. Delineation and acreage of contributing drainage basins on the project site.
AutoCAD SHX Text
43. Provide hydrology study and maps or drainage basins for both the pre- and post-developed conditions
AutoCAD SHX Text
44. An estimate of the runoff coefficient or peak discharge flow of the site prior to and after construction activities are completed.
AutoCAD SHX Text
45. Storm-drain pipe and weir velocities with appropriate outlet protection to accommodate discharges without erosion. Identify/Delineate all
AutoCAD SHX Text
storm water discharge points.
AutoCAD SHX Text
46. Soil series for the project site and their delineation.
AutoCAD SHX Text
47. The limits of disturbance for each phase of construction.
AutoCAD SHX Text
Ground Slope
AutoCAD SHX Text
Map Scale
AutoCAD SHX Text
Contour Intervals, ft.
AutoCAD SHX Text
Flat 0 - 2%%%
AutoCAD SHX Text
Rolling 2 - 8%%%
AutoCAD SHX Text
Steep 8%%% +
AutoCAD SHX Text
1 inch = 100 ft or
AutoCAD SHX Text
larger scale
AutoCAD SHX Text
0.5 or 1
AutoCAD SHX Text
1 or 2
AutoCAD SHX Text
2,5 or 10
AutoCAD SHX Text
Limit of disturbance shall be no greater than 50 acres at any one time without prior written authorization form the EPD District Office. If EPD approves the request to siturb 50 acres or more at any one time, the plan must include at least 4 of the BMPs listed in Appendix 1 of this checklist.*
AutoCAD SHX Text
3.
AutoCAD SHX Text
48. Provide a minimum of 67 cubic yards of sediment storage per acre drained using a temporary sediment basin, retrofitted detention pond, and/or excavated inlet sediment traps for each common drainage location. Sediment storage volume must be in place prior to and during all land disturbance activities until final stabilization of the site has been achieved. A written justification explaining the decision to use equivalent controls when a sediment basin is not attainable must be included in the plan for each common drainage location in which a sediment basin is not provided. A written justification as to why 67 cubic yards of storage is not attainable must also be given. Worksheets from the Manual must be included for structural BMPs and all calculations used by the design professional to obtain the required sediment storage when using equivalent controls. When discharging from sediment basins and impoundments, permittees are required to utilize outlet structures that withdraw water from the surface, unless infeasible. If outlet structures that withdraw water from the surface are not feasible, a written justification explaining this decision must be included in the plan. 49. Location of Best Management Practices that are consistent with and no less stringent than the Manual for Erosion and Sediment Control in Georgia. Use uniform coding symbols from the Manual, Chapter 6, with legend. 50. Provide detailed drawings for all structural practices. Specifications must, at a minimum, meet the guidelines set forth in the Manual for Erosion and Sediment Control in Georgia. 51. Provide vegetative plan, noting all temporary and permanent vegetative practices. Include species, planting dates and seeding, fertilizer, lime and mulching rates. Vegetative plan shall be site specific for appropriate time of year that seeding will take place and for the appropriate geographic region of Georgia Effective January 1, 2016
AutoCAD SHX Text
*IF USING THIS CHECKLIST FOR A PROJECT THAT IS LESS THAN 1 ACRE AND NOT PART OF A COMMON DEVELOPMENT BUT WITHIN 200 FT OF A PERENNIAL STREAM THE * CHECKLIST ITEMS WOULD BE N/A
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE1.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
ALL
AutoCAD SHX Text
Y
AutoCAD SHX Text
ALL
AutoCAD SHX Text
Y
AutoCAD SHX Text
ALL
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE2.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
ALL
AutoCAD SHX Text
NA
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE1.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
C0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE2.0
AutoCAD SHX Text
NA
AutoCAD SHX Text
NA
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE1.1
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE1.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE2.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE2.1
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE2.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE2.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
NA
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
Y
AutoCAD SHX Text
SE2.0
AutoCAD SHX Text
Y
AutoCAD SHX Text
ALL
AutoCAD SHX Text
SE1.1
AutoCAD SHX Text
SE1.0
AutoCAD SHX Text
SE1.2
AutoCAD SHX Text
SE1.1
AutoCAD SHX Text
SE1.0
AutoCAD SHX Text
SE1.2
AutoCAD SHX Text
BRIER CREEK
AutoCAD SHX Text
ALL
AutoCAD SHX Text
SE0.0
AutoCAD SHX Text
SE1.0
AutoCAD SHX Text
39. Use of alternative BMP for application to the Equivalent BMP List. Please refer to Appendix A-2 of the Manual for Erosion & Sediment
AutoCAD SHX Text
Control in Georgia 2016 Edition.
AutoCAD SHX Text
NA
AutoCAD SHX Text
16. Provide a description of any buffer encroachments and indicate whether a buffer variance is required.
AutoCAD SHX Text
NA
AutoCAD SHX Text
SE1.0
AutoCAD SHX Text
SE1.1
AutoCAD SHX Text
SE2.0
AutoCAD SHX Text
SE1.0
AutoCAD SHX Text
SE1.0
AutoCAD SHX Text
NA
AutoCAD SHX Text
NA
AutoCAD SHX Text
NA
AutoCAD SHX Text
ARTIFICAL TURF INSTALLATION
DRAWN BY
CHECKED BY
APPROVED BY
PROJECT NO.
DATE
COPYRIGHT (c) 2010. ALL RIGHTS RESERVED
GEOR
GIA
SWAI
NSBO
RO, A
LBAN
Y, R
OME,
AND
SAV
ANNA
HJA
MES
W. B
UCKL
EY &
ASS
OCIA
TES
INC.
- AR
CHIT
ECTS
, CIV
IL EN
GINE
ERS
WAR
NING
: Con
tracto
rs, su
bcon
tracto
rs, ve
ndor
s and
supp
liers
are a
dvise
d tha
t the c
ontra
ct do
cume
nts co
nsist
ofAr
chite
ct-re
prod
uced
ed, b
ound
, and
numb
ered
spec
ificati
ons,
Arch
itect-
repr
oduc
ed pr
inted
, bou
nd an
d num
bere
dblu
e or b
lack l
ine pr
ints,
adde
nda,
post-
bid ad
dend
a, an
d cha
nge o
rder
s only
. Doc
umen
ts re
prod
uced
by pa
rties o
ther
than A
rchite
ct, w
hethe
r in ha
rd co
py or
elec
tronic
form
at sh
all no
t be c
onsid
ered
part
of co
ntact
docu
ments
and d
o not
supe
rsede
the p
rovis
ions o
f the c
ontac
t doc
umen
ts. T
he co
ntrac
tor, s
ubco
ntrac
tor, v
endo
rs, an
d sup
plier
s sole
ly re
spon
sible
for ve
rifica
tion t
hat in
forma
tion u
tilize
d in b
idding
, dev
elopm
ent o
f sho
p dra
wing
s and
cons
tructi
on of
facil
ity ar
e ide
ntica
l toco
ntact
docu
ments
.
ISSUED FOR
SHEET NUMBER
GEOR
GIA
BID
JAM
JJS
MLR
02/15/2016
10316
SE2.1
BURK
E CO
UNTY
PUB
LIC S
CHOO
LSW
AYNE
SBOR
OBU
RKE
CO. H
.S. F
OOTB
ALL F
IELD
MOD
IFIC
ATIO
NS
SOIL
EROS
ION
NOTE
S &
DETA
ILS
CONCRETEWASHOUT
AREA
AutoCAD SHX Text
R
AutoCAD SHX Text
1-800-282-7411
AutoCAD SHX Text
L
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
O
AutoCAD SHX Text
L
AutoCAD SHX Text
T
AutoCAD SHX Text
U
AutoCAD SHX Text
I
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
D
AutoCAD SHX Text
U
AutoCAD SHX Text
O
AutoCAD SHX Text
Y
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
I
AutoCAD SHX Text
T
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
R
AutoCAD SHX Text
O
AutoCAD SHX Text
E
AutoCAD SHX Text
G
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
No. 29636
AutoCAD SHX Text
T
AutoCAD SHX Text
H
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
L.
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
A
AutoCAD SHX Text
U
AutoCAD SHX Text
L
AutoCAD SHX Text
M
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
GSWCC LEVEL II CERT.# 00000087620000008762
AutoCAD SHX Text
PAINT PLYWOOD FACE
AutoCAD SHX Text
WHITE WITH 4" (MIN.)
AutoCAD SHX Text
STENCILED LETTERS
AutoCAD SHX Text
PAINTED BLACK
AutoCAD SHX Text
24" X 36" X 3/4"
AutoCAD SHX Text
PLYWOOD
AutoCAD SHX Text
8' TREATED
AutoCAD SHX Text
4" X 4" POST
AutoCAD SHX Text
%%USIGN DETAIL
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
STAKED AND ENTRENCHED
AutoCAD SHX Text
HAY BALE
AutoCAD SHX Text
ROCK ENTRANCE
AutoCAD SHX Text
CONTRACTOR TO PLACE THE CONCRETE WASHOUT
AutoCAD SHX Text
AREA NEAR THE CONSTRUCTION EXIT
AutoCAD SHX Text
10' (MIN.)
AutoCAD SHX Text
10' (MIN.)
AutoCAD SHX Text
48"
AutoCAD SHX Text
TEMPORARY WASH-OUT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
48"
AutoCAD SHX Text
2"
AutoCAD SHX Text
6"
AutoCAD SHX Text
24" MIN. UNDERCUT
AutoCAD SHX Text
12" FREEBOARD
AutoCAD SHX Text
10 MIL POLY SHEETING
AutoCAD SHX Text
%%USECTION
AutoCAD SHX Text
NOTE: REFER TO EROSION, SEDIMENTATION, AND POLLUTION CONTROL NOTES FOR SITING, INSPECTION, AND MATERIAL REMOVAL.
AutoCAD SHX Text
CWO
AutoCAD SHX Text
Du
AutoCAD SHX Text
%%UDUST CONTROL ON DISTURBED AREAS
AutoCAD SHX Text
-CONTROLLING SURFACE AND AIR MOVEMENT
AutoCAD SHX Text
OF DUST ON CONSTRUCTION SITES, ROADS,
AutoCAD SHX Text
AND DEMOLITION SITES.
AutoCAD SHX Text
APPLY SPRAY-ON ADHESIVES TO MINERAL SOILS
AutoCAD SHX Text
(NOT MUCK SOILS) AS DESCRIBED BELOW:
AutoCAD SHX Text
SPRAY-ON ADHESIVE APPLICATION REQUIREMENTS
AutoCAD SHX Text
ADHESIVE
AutoCAD SHX Text
WATER DILUTION
AutoCAD SHX Text
NOZZLE TYPE
AutoCAD SHX Text
APPLICATION
AutoCAD SHX Text
(GAL./ACRE)
AutoCAD SHX Text
ANIONIC
AutoCAD SHX Text
7:1
AutoCAD SHX Text
COARSE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
EMULSION
AutoCAD SHX Text
SPRAY
AutoCAD SHX Text
1,200
AutoCAD SHX Text
LATEX
AutoCAD SHX Text
12.5:1
AutoCAD SHX Text
FINE
AutoCAD SHX Text
SPRAY
AutoCAD SHX Text
235
AutoCAD SHX Text
EMULSION
AutoCAD SHX Text
RESIN-IN
AutoCAD SHX Text
4:1
AutoCAD SHX Text
WATER
AutoCAD SHX Text
EMULSION
AutoCAD SHX Text
SPRAY
AutoCAD SHX Text
300
AutoCAD SHX Text
FINE
AutoCAD SHX Text
DUST CONTROL METHOD & MATERIALS A.TEMPORARY METHODS TEMPORARY METHODS 1.MULCHES: SEE STANDARD Ds1 - DISTURBED AREA STABILIZATION (WITH MULCHING ONLY). MULCHES: SEE STANDARD Ds1 - DISTURBED AREA STABILIZATION (WITH MULCHING ONLY). SYNTHETIC RESINS MAY BE USED INSTEAD OF ASPHALT TO BIND MULCH MATERIAL. REFER TO STABILIZATION TAC - TACKIFIERS. RESINS SUCH AS CURASOL OR TERRATACK SHOULD BE USED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 2.VEGETATIVE COVER: SEE SPECIFICATION Ds2 - DISTURBED AREA STABILIZATION (WITH VEGETATIVE COVER: SEE SPECIFICATION Ds2 - DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING). 3.SPRAY-ON ADHESIVES: THESE ARE USED ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SPRAY-ON ADHESIVES: THESE ARE USED ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. REFER TO SPECIFICATION TAC - TACKIFIERS. 4.TILLAGE: THIS PRACTICE IS DESIGNED TO ROUGHEN AND BRING CLODS TO THE SURFACE. IT TILLAGE: THIS PRACTICE IS DESIGNED TO ROUGHEN AND BRING CLODS TO THE SURFACE. IT IS AN EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE WIND EROSION STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12 INCHES APART, SPRING-TOOTHED HARROWS, AND SIMILAR PLOWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT. 5.IRRIGATION: THIS IS GENERALLY DONE AS AM EMERGENCY TREATMENT. SITE IS SPRINKLED IRRIGATION: THIS IS GENERALLY DONE AS AM EMERGENCY TREATMENT. SITE IS SPRINKLED WITH WATER UNTIL THE SURFACE IS WET. REPEAT AS NEEDED. 6.BARRIERS: SOLID BOARD FENCES, SNOWFENCES, BURLAP FENCES, CRATE WALLS, BALES OF BARRIERS: SOLID BOARD FENCES, SNOWFENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING CURRENTS AT INTERVALS OF ABOUT 15 TIMES THEIR HEIGHT ARE EFFECTIVE IN CONTROLLING WIND EROSION. 7.CALCIUM CHLORIDE: APPLY AT RATE THAT WILL KEEP SURFACE MOIST. MAY NEED CALCIUM CHLORIDE: APPLY AT RATE THAT WILL KEEP SURFACE MOIST. MAY NEED RETREATMENT. B.PERMANENT METHODS PERMANENT METHODS 1.PERMANENT VEGETATION: SEE SPECIFICATION Ds3 - DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION: SEE SPECIFICATION Ds3 - DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION). EXISTING TREES AND LARGE SHRUBS MAY AFFORD VALUABLE PROTECTION IF LEFT IN PLACE. 2.TOPSOILING: THIS ENTAILS COVERING THE SURFACE WITH LESS EROSIVE SOIL MATERIAL SEE TOPSOILING: THIS ENTAILS COVERING THE SURFACE WITH LESS EROSIVE SOIL MATERIAL SEE SPECIFICATION Tp - TOPSOILING. 3.STONE: COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. SEE SPECIFICATION Cr STONE: COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. SEE SPECIFICATION Cr - CONSTRUCTION ROAD STABILIZATION.
AutoCAD SHX Text
CONSTRUCTION EXIT
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
PUBLIC ROAD
AutoCAD SHX Text
COARSE AGGREGATE
AutoCAD SHX Text
N.S.A. R-2 (1.5"-3.5")
AutoCAD SHX Text
6" MINIMUM
AutoCAD SHX Text
20' MIN.
AutoCAD SHX Text
50' MIN.
AutoCAD SHX Text
GEOTEXTILE UNDERLINER
AutoCAD SHX Text
(COMPLY W/ AASHTO M-288)
AutoCAD SHX Text
NOTES: 1.AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. 2.REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE. 3.AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE). AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE). 4.GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". 5.PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'. 6.A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%. 7.INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. 8.WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE). 9.WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT. 10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAYS. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 11.CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC TO DESIGNATED CONSTRUCTION EXITS. IF CONTRACTOR CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC TO DESIGNATED CONSTRUCTION EXITS. IF CONTRACTOR ADDS ADDITIONAL EXITS NOT DESIGNATED ON PLANS, CONTRACTOR IS RESPONSIBLE FOR INSTALLING CONSTRUCTION EXITS PER DETAIL AT EVERY LOCATION USED FOR CONSTRUCTION TRAFFIC.
AutoCAD SHX Text
DIVERSION RIDGE (SEE NOTE 6)
AutoCAD SHX Text
TIRE WASHRACK AREA/TIRE WASHERS
AutoCAD SHX Text
CULVERT UNDER ENTRANCE (IF NEEDED)
AutoCAD SHX Text
6" MINIMUM
AutoCAD SHX Text
GEOTEXTILE UNDERLINER
AutoCAD SHX Text
(COMPLY W/ AASHTO M-288)
AutoCAD SHX Text
SUPPLY WATER TO WASH WHEEL IF NECESSARY
AutoCAD SHX Text
HARD SURFACE
AutoCAD SHX Text
ORIGINAL GRADE
AutoCAD SHX Text
COARSE AGGREGATE
AutoCAD SHX Text
N.S.A. R-2 (1.5"-3.5")
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
SEDIMENT TRAP (SEE NOTE 8)
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
%%UNOTES
AutoCAD SHX Text
:
AutoCAD SHX Text
1. DESIGN IS FOR SLOPES NO GREATER THAN 5%%%
AutoCAD SHX Text
(NOT DESIGNED FOR CONCENTRATED FLOWS).
AutoCAD SHX Text
2. THE STEEL POSTS SUPPORTING THE SILT FENCE
AutoCAD SHX Text
MATERIAL SHOULD BE SPACED EVENLY AROUND
AutoCAD SHX Text
THE PERIMETER OF THE INLET (MAXIMUM OF 3'
AutoCAD SHX Text
APART).
AutoCAD SHX Text
3. THE STEEL POSTS SHOULD BE SECURELY DRIVEN
AutoCAD SHX Text
AT LEAST 18" DEEP.
AutoCAD SHX Text
4. THE FABRIC SHOULD BE ENTRENCHED AT LEAST
AutoCAD SHX Text
12" AND THEN BACKFILLED WITH CRUSHED STONE
AutoCAD SHX Text
OR COMPACTED SOIL.
AutoCAD SHX Text
FABRIC WITH WIRE-BACKING SUPPORT
AutoCAD SHX Text
GATHER EXCESS AT CORNERS
AutoCAD SHX Text
WIRE-BACKING
AutoCAD SHX Text
*FABRIC ENTRENCHED AT
AutoCAD SHX Text
LEAST 12" AND BACKFILLED
AutoCAD SHX Text
WITH CRUSHED STONE OR
AutoCAD SHX Text
COMPACTED SOIL.
AutoCAD SHX Text
BURIED FABRIC
AutoCAD SHX Text
STAKE
AutoCAD SHX Text
CRUSHED STONE OR COMPACTED SOIL
AutoCAD SHX Text
DROP INLET WITH GRATE
AutoCAD SHX Text
%%USTEEL FRAME AND SILT FENCE INSTALLATION
AutoCAD SHX Text
FABRIC FRAME INLET PROTECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
Sd2
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
SILT FENCE DETAIL
AutoCAD SHX Text
%%UFRONT VIEW
AutoCAD SHX Text
%%USIDE VIEW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
TRENCH
AutoCAD SHX Text
2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN.
AutoCAD SHX Text
1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTTION CONTROL PLAN.
AutoCAD SHX Text
%%UNOTE
AutoCAD SHX Text
30" MIN.
AutoCAD SHX Text
18" MIN
AutoCAD SHX Text
2"
AutoCAD SHX Text
*
AutoCAD SHX Text
6"
AutoCAD SHX Text
30" MIN.
AutoCAD SHX Text
18" MIN.
AutoCAD SHX Text
6"
AutoCAD SHX Text
6' MAX. O.C. (TYPE NON-SENSITIVE) 4' MAX. O.C. (TYPE SENSITIVE)
AutoCAD SHX Text
*
AutoCAD SHX Text
FABRIC (TYPE NON-SENSITIVE) FABRIC W/WOVEN WIRE FENCE OR ALTERNATIVE BACKING (TYPE SENSITIVE)
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
POST SIZE
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
MIN. LENGTH
AutoCAD SHX Text
TYPE OF POST
AutoCAD SHX Text
SIZE OF POST
AutoCAD SHX Text
NS
AutoCAD SHX Text
4'
AutoCAD SHX Text
SOFT WOOD, OAK, STEEL
AutoCAD SHX Text
3" DIA. OR 2x4, 1.5"x1.5", 1.3lb/ft. MIN.
AutoCAD SHX Text
S
AutoCAD SHX Text
4'
AutoCAD SHX Text
OAK, STEEL
AutoCAD SHX Text
2x2, 1.3lb/ft. MIN.
AutoCAD SHX Text
FASTENERS FOR WOOD POSTS
AutoCAD SHX Text
GUAGE
AutoCAD SHX Text
CROWN
AutoCAD SHX Text
LEGS
AutoCAD SHX Text
STAPLES/POST
AutoCAD SHX Text
WIRE STAPLES
AutoCAD SHX Text
17 MIN.
AutoCAD SHX Text
3/4" WIDE
AutoCAD SHX Text
1/2" LONG
AutoCAD SHX Text
5 MIN.
AutoCAD SHX Text
GUAGE
AutoCAD SHX Text
LENGTH
AutoCAD SHX Text
BUTTON HEADS
AutoCAD SHX Text
NAIL/POST
AutoCAD SHX Text
NAILS
AutoCAD SHX Text
14 MIN.
AutoCAD SHX Text
1"
AutoCAD SHX Text
3/4"
AutoCAD SHX Text
4 MIN.
AutoCAD SHX Text
NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CHORS, AND POCKETS OR ANY OTHER METHOD PROVIDED MINIMUM P-FACTOR, AS REQUIRED BY GSWCC, IS MET.
AutoCAD SHX Text
3. THE FABRIC AND WIRE SHOULD BE SECURELY FASTENED TO POSTS AND FABRIC ENDS MUST BE OVERLAPPED A
AutoCAD SHX Text
MINIMUM OF 18" OR WRAPPED TOGETHER AROUND A POST TO PROVIDE A CONTINUOUS FABRIC BARRIER
AutoCAD SHX Text
AROUND THE INLET.
AutoCAD SHX Text
Sd1
AutoCAD SHX Text
Co
AutoCAD SHX Text
SAMPLING FREQUENCY STORM WATER SAMPLES SHALL BE TAKEN FOR THE FOLLOWING STORM EVENTS: (1). THE PRIMARY PERMITTEE MUST SAMPLE IN ACCORDANCE WITH THE PLAN AT LEAST ONCE FOR EACH RAINFALL EVENT DESCRIBED BELOW FOR A QUALIFYING EVENT. THE PERMITTEE SHALL SAMPLE AT THE BEGINNING OF ANY STORM WATER DISCHARGE TO A MONITORED RECEIVING WATER AND/OR FROM A MONITORED OUTFALL LOCATION WITHIN FORTY-FIVE (45) MINUTES OR AS SOON AS POSSIBLE. (2). HOWEVER, WHERE MANUAL AND AUTOMATIC SAMPLING ARE IMPOSSIBLE (AS DEFINED IN THIS PERMIT), OR ARE BEYOND THE PERMITTEE'S CONTROL, THEIR PERMITTEE SHALL TAKE SAMPLES AS SOON AS POSSIBLE, BUT IN NO CASE MORE THAN TWELVE (12) HOURS AFTER THE BEGINNING OF THE STORM WATER DISCHARGE. (3). SAMPLING BY THE PERMITTEE SHALL OCCUR FOR THE FOLLOWING QUALIFYING EVENTS: (A). FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING WATER OR FROM AN OUTFALL, THE FIRST RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH WITH A STORM WATER DISCHARGE THAT OCCURS DURING NORMAL BUSINESS HOURS AS DEFINED IN THIS PERMIT AFTER ALL CLEARING AND GRUBBING OPERATIONS HAVE BEEN COMPLETED, BUT PRIOR TO COMPLETION OF MASS GRADING OPERATIONS, IN THE OF MASS GRADING OPERATIONS, IN THE DRAINAGE AREA OF THE LOCATION SELECTED AS THE SAMPLING LOCATION, (B). IN ADDITION TO (A) ABOVE, FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING WATER OR FROM AN OUTFALL. THE FIRST RAIN EVENT THAT REACHES WATER OR FROM AN OUTFALL. THE FIRST RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH WITH A STORM WATER DISCHARGE THAT OCCURS DURING A STORM WATER DISCHARGE THAT OCCURS DURING NORMAL BUSINESS HOURS AS DEFINED IN THIS PERMIT EITHER 90 DAYS AFTER THE FIRST SAMPLING EVENT OR AFTER ALL MASS GRADING OPERATIONS HAVE BEEN COMPLETED, BUT PRIOR TO SUBMITTAL OF A NOT, IN THE DRAINAGE AREA OF THE LOCATION SELECTED AS THE SAMPLING LOCATION, WHICHEVER COMES FIRST, (C). AT THE TIME OF SAMPLING PERFORMED PURSUANT TO (A) AND (B) ABOVE, IF BMPs IN ANY AREA OF THE SITE THAT DISCHARGES TO A RECEIVING WATER OR FROM AN OUTFALL ARE NOT PROPERLY DESIGNED, INSTALLED AND MAINTAINED, CORRECTIVE ACTION SHALL BE DEFINED AND IMPLEMENTED WITHIN TWO (2) BUSINESS DAYS, AND IMPLEMENTED WITHIN TWO (2) BUSINESS DAYS, AND TURBIDITY SAMPLES SHALL BE TAKEN FROM DISCHARGES FROM THAT AREA OF THE SITE FOR EACH SUBSEQUENT RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH DURING OR EXCEEDS 0.5 INCH DURING NORMAL BUSINESS HOURS* UNTIL THE SELECTED TURBIDITY STANDARD IS ATTAINED, OR UNTIL POST-STORM EVENT INSPECTIONS DETERMINE THAT BMPs ARE PROPERLY DESIGNED, INSTALLED AND MAINTAINED, (D). WHERE SAMPLING PURSUANT TO (A), (B), OR (C) ABOVE IS REQUIRED BUT NOT POSSIBLE (OR NOT REQUIRED BECAUSE THERE WAS NO DISCHARGE), THE PERMITTEE, IN ACCORDANCE WITH PART IV.D.4.a.(6), MUST INCLUDE A WRITTEN JUSTIFICATION IN THE INSPECTION REPORT OF WHY SAMPLING WAS NOT PERFORMED. PROVIDING THIS JUSTIFICATION DOES NOT RELIEVE THE PERMITTEE OF ANY SUBSEQUENT SAMPLING OBLIGATIONS UNDER (A), (B), OR (C) ABOVE, AND (E). EXISTING CONSTRUCTION ACTIVITIES, I.E., THOSE THAT ARE OCCURRING ON OR BEFORE THE EFFECTIVE DATE OF THIS PERMIT, THAT HAVE MET THE SAMPLING REQUIRED BY (A) ABOVE SHALL SAMPLE IN ACCORDANCE WITH (B). THOSE EXISTING CONSTRUCTION ACTIVITIES THAT HAVE MET THE SAMPLING REQUIRED BY (B) ABOVE THE SAMPLING REQUIRED BY (B) ABOVE SHALL NOT BE REQUIRED TO CONDUCT ADDITIONAL SAMPLING OTHER THAN AS SAMPLING OTHER THAN AS REQUIRED BY (C) ABOVE. *NOTE THAT PERMITTEE MAY CHOOSE TO MEET THE REQUIREMENTS OF (A) AND (B) ABOVE BY COLLECTING TURBIDITY SAMPLES FROM ANY RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH AND ALLOWS FOR SAMPLING AT ANY TIME OF THE DAY OR WEEK. NON-STORM WATER DISCHARGES EXCEPT FOR FLOWS FROM FIRE FIGHTING ACTIVITIES, SOURCES OF NON-STORM WATER LISTED IN PART III.A.2. OF THIS PERMIT THAT ARE COMBINED WITH STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY MUST BE IDENTIFIED IN THE PLAN. THE PLAN SHALL IDENTIFY AND ENSURE THE IMPLEMENTATION OF APPROPRIATE POLLUTION PREVENTION MEASURES FOR THE NON-STORM WATER COMPONENT(S) OF THE DISCHARGE. REPORTING 1. THE APPLICABLE PERMITTEES ARE REQUIRED TO SUBMIT THE SAMPLING RESULTS TO THE EPD AT THE ADDRESS SHOWN IN PART II.C. BY THE FIFTEENTH DAY OF THE MONTH FOLLOWING THE REPORTING PERIOD. REPORTING PERIODS ARE MONTHS DURING WHICH SAMPLES ARE TAKEN IN ACCORDANCE WITH THIS PERMIT. SAMPLING RESULTS SHALL BE IN A CLEARLY LEGIBLE FORMAT. UPON WRITTEN NOTIFICATION, EPD MAY REQUIRE THE APPLICABLE PERMITTEE TO SUBMIT THE SAMPLING RESULTS ON A MORE FREQUENT BASIS. SAMPLING AND ANALYSIS OF ANY STORM WATER DISCHARGE(S) OR THE RECEIVING WATER (S) BEYOND THE MINIMUM FREQUENCY STATED IN THIS PERMIT MUST BE REPORTED IN A SIMILAR MANNER TO THE EPD. THE SAMPLING REPORTS MUST BE SIGNED IN ACCORDANCE WITH PART V.G.2. SAMPLING REPORTS MUST BE SUBMITTED TO EPD UNTIL SUCH TIME AS A NOT IS SUBMITTED IN ACCORDANCE WITH PART VI. 2. ALL SAMPLING REPORTS SHALL INCLUDE THE FOLLOWING INFORMATION: A.THE RAINFALL AMOUNT, DATE, EXACT PLACE AND TIME OF SAMPLING THE RAINFALL AMOUNT, DATE, EXACT PLACE AND TIME OF SAMPLING MEASUREMENTS, B.THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE SAMPLING THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE SAMPLING AND MEASUREMENTS, C.THE DATE(S) ANALYSES WERE PERFORMED, THE DATE(S) ANALYSES WERE PERFORMED, D.THE TIME(S) ANALYSES WERE INITIATED, THE TIME(S) ANALYSES WERE INITIATED, E.THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE ANALYSES, THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE ANALYSES, F.REFERENCES AND WRITTEN PROCEDURES, WHEN AVAI;ABLE, FOR THE REFERENCES AND WRITTEN PROCEDURES, WHEN AVAI;ABLE, FOR THE ANALYTICAL TECHNIQUES OR METHODS USED, G.THE RESULTS OF SUCH ANALYSES, INCLUDING THE BENCH SHEETS, INSTRUMENT THE RESULTS OF SUCH ANALYSES, INCLUDING THE BENCH SHEETS, INSTRUMENT READOUTS, COMPUTER DISKS OR TAPES, ETC., USED TO DETERMINE THESE RESULTS, H.RESULTS WHICH EXCEED 1000 NTU SHALL BE REPORTED AS "EXCEEDS 1000 RESULTS WHICH EXCEED 1000 NTU SHALL BE REPORTED AS "EXCEEDS 1000 NTU," AND I.CERTIFICATION STATEMENT THAT SAMPLING WAS CONDUCTED AS PER THE PLAN. CERTIFICATION STATEMENT THAT SAMPLING WAS CONDUCTED AS PER THE PLAN. 3. ALL WRITTEN CORRESPONDENCE REQUIRED BY THIS PERMIT SHALL BE SUBMITTED BY RETURN RECEIPT CERTIFIED MAIL (OR SIMILAR SERVICE) TO THE APPROPRIATE DISTRICT OFFICE OF THE EPD ACCORDING TO THE SCHEDULE IN APPENDIX A OF THIS PERMIT. THE PERMITTEE SHALL RETAIN A COPY OF THE PROOF OF SUBMITTAL AT THE CONSTRUCTION SITE OR THE PROOF OF SUBMITTAL SHALL BE READILY AVAILABLE AT A DESIGNATED LOCATION FROM COMMENCEMENT OF CONSTRUCTION UNTIL SUCH TIME AS A NOT IS SUBMITTED IN ACCORDANCE WITH PART VI. IF AN ELECTRONIC SUBMITTAL IS PROVIDED BY EPD THEN THE WRITTEN CORRESPONDENCE MAY BE SUBMITTED ELECTRONICALLY, IF REQUIRED, A PAPER COPY MUST ALSO BE SUBMITTED BY RETURN RECEIPT CERTIFIED MAIL OR SIMILAR SERVICE.
AutoCAD SHX Text
PROTECTION
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
%%UPLAN VIEW
AutoCAD SHX Text
GRAVEL BAGS SHALL BE PLACED TO WHERE NO GAPS ARE EVIDENT
AutoCAD SHX Text
NOTE: 1 - PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2 - USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH INCH (OR SMALLER) 12 INCH (OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT. 3 - INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
AutoCAD SHX Text
GRAVEL BAG
AutoCAD SHX Text
%%USECTION VIEW
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
12"
AutoCAD SHX Text
GRAVEL BAGS
AutoCAD SHX Text
Sd2-Gb