C102_R1_AD1.pdf

BRICK BLDG

W/ PAVILLION

D

APPROXIMATE P/L PER

WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

L.L.

L.L.

L.L.

L.L.

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

I.I.(B): 751.18

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

DO

BL

D

FF

E:

.6

GATE

TREELINE

10" PVC

I.O.: 757.33

MODULAR

BLOCK

WALL

BLEACHERS

FOUL

POST

HOME

PLATE

THIRD

BASE

I

H

CONC. FLUME

CONC. FLUME

GRAVEL

12" CMP

E.N.F.

" C

MP

DI

TOP:774.15

I.O.:770.66

I.E.:775.40

I.E.:775.46

ASPHALT

12" CMP

I.E.:747.98

I.E.:744.88 I.E.:743.50

15" CMP

DI

TOP:774.10

I.O.:770.48

4' CLF W/ DOUBLE

SWING GATE

FES

I.E.:743.50

I.E.:745.02

15" CMP

CONC. FLUME

4' CLF W/

DOUBLE GATE

BRICK

WALL

HR ON

CONC.

RAMP

CONC.

BLDG

O/H

ASPHALT

GRAVEL

GRAVEL

BASEBALL FIELD

BALLSTOP

NETTING

CONC. PAD

CONC. ST

EPS

W/ H

ANDRAIL

E.N.F.

" C

M P

DI

TOP:775.39

I.O.:771.93

12" HDPE

I.E.:757.36

I.E.:757.37

BLDG

O/HBRICK

BLDG

CONC. STEPS

W/ HANDRAILS

CONC. WALL

WOOD

PAVILLION

BRICK BLDG

FFE:756.93

CONC.

CONC.

CONC.

FOOTBALL FIELD

(SHOWN PER

AERIAL IMAGERY

TAKEN

02-01-2024)

METAL

BLDG

FLAG

POLE

SCOREBOARD

SIGN

SHED

SHED

6" PVC

6" PVC

8"

PVC

CO

TOP:743.68

(A) (B)

(A)(B)

METAL SHED

FFE:756.93

6' CLF W/ GATE

6' CLF

e

H H

H

H

H

H

H

CONC.

STEPS

SWING GATE

4' CLF

FFE:760.03 +

TWO 6"

PVC PIPES

I.E.:736.03

CONC. I.E.:735.95

15" PVC

SAND PIT

15" HDPE

6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' CLF W/ BARBED WIRE

6' C

LF

W

/ B

AR

BE

D

W

IR

E 6'

C

LF

W / B

AR

BE

D W

IR

E

6' C

LF

W

/ B

AR

BE

D

W

IR

E

CONC.

4' CLF W/ DOUBLE

SWING GATE

E.N.F.

DI

TOP:750.86

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

(A) (B)

15" HDPE

15" HDPE

JB

TOP:751.66

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

15" HDPE

(ABOVE

GROUND)

DI

TOP:738.78

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

E.N.L.

E.N.L.

15" CMP

10" PVC

10" PVC

(A) (B)

DI

TOP:739.79

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

(A)

(B)

PANTHER

STATUE ON

ROCK BASE

GRAVEL

METAL RAMP

BLEACHER

(SHOWN PER

AERIAL

IMAGERY

TAKEN

02-01-2024)

CONC.

ELECTRIC

CABINET

BLDG

O/H

CONC.

STEPS

CONC.

STEPS

WATER

VAULT

DI

TOP:738.18

I.O.:735.99

END OF PIPE

I.E.:734.06

(TOP OF PIPE

EXPOSED,

PIPE IS FULL

OF DEBRIS)

12" PVC

I.E.:734.10

I.E.:733.60

CONC. PAD

4' CLF

4' CLF

4' CLF

4' CLF W/

SINGLE

SWING

GATE

4' CLF W/ SINGLE

SWING GATE

GOAL POST

GOAL POST

EOS

EOS

EOS

N/F

WALKER COUNTY, GEORGIA

P.I.N.: 0119 001

DB 1000, PG 387

N/F

HVF GA LLC

P.I.N.: 0102 002A

DB 2290, PG 767

N/F

HVF GA LLC

P.I.N.: 0102 002A

DB 2290, PG 767

ASPHALT

ASPHALT

ASPHALT

ASPHALT

PANTHERS

CROSSING SIGN

W/ ARM, LIGHTS

AND HORN

CONC.

APPROXIMATE P/L PER

WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

WALKER COUNTY

BOARD OF EDUCATION

P.I.N.: 0119 001A

DB 1584, PG 624

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

BLEACHER

(SHOWN PER

AERIAL IMAGERY

TAKEN

02-01-2024)

FFE:759.90

EOS

L.L.

L.L.

L.L.

L.L.

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC

LIMITS

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

APPROXIMATE

L.L.L. PER

WALKER

COUNTY

BOARD OF

ASSESSORS

WEB SITE

APPROXIMATE

L.L.L. PER

WALKER

COUNTY

BOARD OF

ASSESSORS

WEB SITE

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

TOPOGRAPHIC LIMITS

DI

TOP: 739.99

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

12" PVC

10" PVC

(A)

(B)

(C) E.N.F.

E.N.F.

15" CMP

E.N.L.

10" PVC

DI

TOP: 739.85

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

(A)

(B)

(A)

(B)

SSMH

TOP: 740.35

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

SINGLE SWING

GATE

LCLP

LCLP

LCLP

LCLP

LCLP

LMLP

CO

TOP:743.58

I.E.:743.89

DI

TOP: 732.48

I.O.(A): 730.68

DI

TOP: 732.17

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

TOP: 731.86

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

15" HDPE

I.E.:749.76

8" HDPE

(A)

SUPPORTS

WOODS

WOODS

GRASS

W

OO

DS

L

IN

E

WOODS LINE

WOODS LINE

WOODS LINE

W

OODS LINE

APPROXIMATE P/L & L.L.L.

PER WALKER COUNTY BOARD

OF ASSESSORS WEB SITE

WOODS

WOODS

W

OODS LINE

WOODS LINE

SHALLOW DITCH

CL

C L

CL

C L

CL

CL

C L

CL

C L

C L

C L

C L

C L

CL

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

CL CL

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

C L

CL CL CL CL CL CL CL

CLCL

CLCLCL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CLCLCL

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

CL CL

C L

C L

CL

CL

CL

CL

CL

CL

CLCL

CL

CL

CL

CL

CL

CL

CL

CL

CL

CL

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

C L

CL C

LC

L C

L C

L C

L C

L C

L C

L C

L C

L C

L C

L C

L C

L

REMOVE TREES AS NEEDED

FOR CONSTRUCTION

REMOVE CONCRETE

STEPS WITH HANDRAIL

REMOVE STORM DRAINAGE PIPE AND

STRUCTURE. CAP PIPE AT CONSTRUCTION LIMITS

SEE E101 FOR ELECTRICAL

UTILITY REMOVAL

REMOVE EXISTING IRRIGATION

LINES AND APPURTENANCES

REMOVE STORM

DRAINAGE PIPE

REMOVE CONCRETE

PAD AND FENCING

REMOVE CONCRETE FLUME

REMOVE ASPHALT PAVEMENT

REMOVE STORM DRAINAGE PIPE

REMOVE GRAVEL

REMOVE STORM DRAINAGE

PIPES AND STRUCTURES

REMOVE CHAIN LINK

FENCE AND SWING GATE

REMOVE TREES AS NEEDED

FOR CONSTRUCTION

REMOVE MISCELLANEOUS STRUCTURES AND

MATERIALS SCATTERED AROUND PRACTICE FIELD

SAW CUT AND REMOVE

ASPHALT PAVEMENT

SAW CUT AND REMOVE

CONCRETE SIDEWALK

SAW CUT AND REMOVE

CONCRETE SIDEWALK

SAW CUT AND REMOVE

CONCRETE SIDEWALK

SAW CUT AND REMOVE ASPHALT PAVEMENT

REMOVE

CONCRETE

SAW CUT AND REMOVE

ASPHALT PAVEMENT

SAW CUT AND REMOVE

CONCRETE FLUME

REMOVE TREES AS NEEDED

FOR CONSTRUCTION

SC

OR

EB

OA

RD

W

IF N/F

WALKER COUNTY

BOARD OF EDUCATION

P.I.N.: 0119 001A

DB 1584, PG 624

C L

C L

CL C

L

C L

C L

C L

CLCL

C L

C L

C L

C L

C L

C L

REMOVE TREES AS NEEDED

FOR CONSTRUCTION

DRAWING NUMBER

ISSUED FOR CONSTRUCTION

REVISIONS

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

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

SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART

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

C

12-17-2024

BID PACKAGE BP-1

SA&E PROJECT NUMBER

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

A

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

B

C

D

E

F

G

H

I

J

K

L

M

N

ROSSVILLE MIDDLE SCHOOL

NEW FIELD AND CONCESSIONS FOR:

WALKER COUNTY SCHOOLS

301 N CHEROKEE ST, LAFAYETTE, GA 30728

316 BULLDOG TRAIL, ROSSVILLE, GA 30741

746-0206

01-920-041

# Doc # Date

C102

SCALE: 1" = 30'

DEMOLITION NOTES:

1. THE CONTRACTOR SHALL PRESERVE BENCHMARKS, REFERENCE POINTS

AND STAKES.

2. IF THE CONTRACTOR, IN THE COURSE OF WORK, FINDS ANY

DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF

THE LOCALITY, OR ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE

LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS DUTY TO

IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER WILL

PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH DISCOVERY,

UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.

3. THE PURPOSE OF THE DRAWING IS TO CONVEY THE OVERALL SCOPE OF

WORK AND IT IS NOT INTENDED TO COVER ALL DETAILS OR SPECIFICATIONS

REQUIRED TO COMPLY WITH GENERALLY ACCEPTED DEMOLITION

PRACTICES. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF

WITH THE SITE, SCOPE OF WORK, AND ALL EXISTING CONDITIONS AT THE

JOB SITE PRIOR TO BIDDING AND COMMENCING THE WORK. DEMOLITION

CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR MEANS, METHODS,

TECHNIQUES, AND PROCEDURES USED TO COMPLETE THE WORK IN

ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND IS LIABLE FOR

THE SAFETY OF THE PUBLIC AND CONTRACTOR'S EMPLOYEES DURING THE

COURSE OF THE PROJECT.

4. REMOVE AND LEGALLY DISPOSE OF INDICATED ITEMS OFFSITE, UNLESS

OTHERWISE INDICATED.

5. CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS AND

NOTIFICATIONS BEFORE STARTING SELECTIVE DEMOLITION.

6. CONTRACTOR SHALL ARRANGE DEMOLITION SCHEDULE SO AS NOT TO

INTERFERE WITH OWNER'S ON-SITE OPERATIONS.

7. CONTRACTOR SHALL CONDUCT DEMOLITION OPERATIONS AND REMOVE

DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, DRIVES, WALKS,

AND OTHER ADJACENT OCCUPIED OR USED FACILITIES.

8. CONTRACTOR SHALL ERECT TEMPORARY PROTECTION, SUCH AS WALLS,

WALKS, FENCES, AND RAILINGS TO SECURE AREAS OF DEMOLITION AND

CONSTRUCTION AND TO SEPARATE THOSE ACTIVITIES FROM ALL SCHOOL

ACTIVITIES.

9. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND

LANDSCAPING TO REMAIN.

10. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT

REQUIRED BY NEW CONSTRUCTION AND AS INDICATED.

11. ALL AREAS OF CONSTRUCTION, INCLUDING STORAGE AREAS, SHALL BE

FENCED AND GATED WITH LOCKABLE GATES. TEMPORARY CHAIN LINK

FENCE SHALL BE 6-FT CHAIN-LINK FENCE AT A MINIMUM. SEE

SPECIFICATION SECTION 015000.

DEMOLITION PLAN

TREES TO BE REMOVED

DEMOLITION LEGEND:

STORM PIPE TO BE REMOVED

CONCRETE TO BE REMOVED

ASPHALT TO BE REMOVED

EX. FENCE TO BE REMOVED

THE UTILITIES SHOWN ARE SHOWN FOR THE

CONTRACTORS CONVENIENCE ONLY. OTHER UTILITIES

MAY BE PRESENT BUT NOT SHOWN ON THESE DRAWINGS.

THE ARCHITECT & ENGINEER ASSUME NO RESPONSIBILITY

FOR THE UTILITY LOCATIONS SHOWN, AND IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE

EXACT LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF

THE WORK. ALL DAMAGE MADE TO THE EXISTING UTILITIES

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

CONDITION. THE CONTRACTOR SHALL BEAR THE SOLE

RESPONSIBILITY FOR ANY LOSSES THAT OCCUR FROM

DAMAGES TO THE EXISTING UTILITIES.

CAUTION:

Feet 0 30 60

GRAVEL TO BE REMOVED

1 AD1 01-10-2025

CLCL CLEARING / CONSTRUCTION LIMITS

SEPTIC TANK INFORMATION

SCALE: 1" = 40'

Feet

0 40 80