Ag Center Additional Drawings 2.pdf

PDF 4 MB Posted Aug 8, 2024

Attached to: Agricultural Center - Low Voltage Data Cabling RFP
Solicitation number: PE-55127-NONST-2025-000000005
Issued by: Laurens County, Georgia

About this file

Written by GovTribe AI · Aug 23, 2024

This document contains details for a low voltage data cabling Request for Proposal (RFP) issued by Madison County Schools for their Agricultural Center project. The RFP seeks a vendor(s) to provide a high-quality, cost-effective structured cabling system, including 35 access point drops, 47 camera drops, and 30 data drops for a total of 118 drops. There are also two fiber runs between data closets, including a 24-strand fiber run from the existing district MDF to the new Agricultural Center that will have enough capacity for the new facility and two additional planned structures.

The RFP requires respondents to provide pricing terms and details. It does not mention any set-asides, incumbents, funding requirements, or other salient financial information. Respondents are advised to review EXHIBIT A for specific drop and IDF locations.

View the file

Other files

File	Type	Posted
Ag Facility Map with Markups.pdf	PDF	Aug 8, 2024
Ag Center Additional Drawings.pdf	PDF	Aug 8, 2024
Ag Facility RFP _ Cabling.pdf	PDF	Aug 8, 2024
Ag Center Low Votage RFP Q_A.pdf	PDF	Aug 8, 2024
Fiber Clarification August 30.pdf	PDF	Aug 8, 2024

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STOP

SIGN

N/F

ADISON COUNTY

BOARD OF EDUCATION

DB 161, PG 156

TP# 0054 083

N/ F

E . C

6, P

N/ F

2, P G

N/ F

. B

OYE

0, P G

N/F

MADIS

ON C

OUNTY B

OARD O

F E

DUCATIO

DB 16

1, PG 15

TP# 0

4 0

N/ F

2, P G 3

N/ F

K, LE

K, JE

9, P G 9

, P G 1

N44 °1

6'3 0"E

.84

N31°43'30"W 800.34'

N75°42'35"W 174.25'

N75°04'55"W 103.37'

A=185.26'R=815.63'N67°21'04"W C=184.86'

57.84'N73°51'29"W

S3 2°

'49

S3 2°

'54

.2 0'

S3 2°

'25

R/W

N75°42'35"W 140.02' P/L

P/L

" C

MADISON STREET 100' R/W (PUBLIC)

SIDEWALK

PARKING

SIGN

ONE WAY

SIGN

SITE BENCH MARK

TOP OF HYDRANT

ELEV. = 740.46

ASPHALT

AVEMENT

ASPHALT PAVEMENT

FFE=738.50

AGRICULTURAL

FACILITY

P/L

110' TRUCK TURN

AROUND AREA

110' TRUCK TURN AROUND AREA

FUTURE

BUILDING

25'

18'

25'

18'

25'

18'

60'

80'

16'

60'

110'

6' 18'

9' (T

VAN

9' (T

9'(TYP.)

ROAD WIDENING

DESIGN BY

OTHERS

ROAD WIDENING

DESIGN BY

OTHERS

30'R

50'R

50'R 35'R

10'R

15'R

5'R

15'R

5'R5'R

(TYP.)

3'R

(TYP.)15'R

15'R

35'R

HEAVY DUTY

PAVEMENT

HEAVY DUTY

PAVEMENT

HEAVY DUTY

PAVEMENT

HEAVY DUTY

PAVEMENT

H.C.

RAMP

H.C.

RAMP

H.C. RAMP

H.C. VAN SPACE

AND SIGN

H.C. SIGN (TYP.)

H.C.

RAMP

24' CURB AND

GUTTER (TYP.)

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

TERMINATE

24" CURB

AND GUTTER

TERMINATE

24" CURB

AND GUTTER

TERMINATE

24" CURB

AND GUTTER

TERMINATE

24" CURB

AND GUTTER

TERMINATE

24" CURB

AND GUTTER

24' CURB AND

GUTTER (TYP.)

24' CURB AND

GUTTER (TYP.)

24' CURB AND

GUTTER (TYP.)

11T 6T

TRANSFORMER PAD

TWO PIPE BOLLARDS ON

EACH SIDE OF LIGHT POLE

TWO PIPE BOLLARDS ON

EACH SIDE OF LIGHT POLE

N/F

ADISON COUNTY

BOARD OF EDUCATION

DB 161, PG 156

TP# 0054 083

N/F

MADIS

ON C

OUNTY B

OARD O

F E

DUCATIO

DB 16

1, PG 15

TP# 0

4 0

40' 80'40' 160'

(IN FEET)

1 inch = 40 ft.

GRAPHIC SCALE

PARTIAL

SITE PLAN

Dial 811 Or Call 800-282-7411

THE LOCATION OF ALL UTILITIES (ABOVE OR BELOW GROUND) SHOWN ON THESE DRAWINGS ARE APPROXIMATE & WERE OBTAINED FROM OBSERVATIONS AT THE SITE AND/OR FROM THE UTILITY OWNERS. HAINES, GIPSON & ASSOC., INC.; DOES NOT GUARANTEE THAT LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THE PROPERTY OR HIS AGENT AND/OR THE CONTRACTOR TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES (ABOVE OR BELOW GROUND) & TO

NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION.

CAUTION-NOTE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF

EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. GA. LAW REQUIRES THE CONTRACTOR TO CALL THE UTILITY PROTECTION CENTER AT LEAST 48 HOURS (BUT NO MORE THAN 10 WORKING DAYS) BEFORE ANY EXCAVATION TO REQUEST FIELD LOCATION OF UTILITIES. LOCATE SERVICES SHALL INCLUDE TRAFFIC SIGNAL AND FIBER OPTIC EQUIPMENT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE RELOCATION OF ALL THE UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. HGA JOB No. 2022-122.10

23101

Date

Project Number

Issued For:

HGA JOB No. 2023-205

06/28/2024

NO DESCRIPTION DATE

H O

O N

L N

. D A

E, G A

M A

O N

C O

U N

C H

O O

G R

R A

M A

O N

C O

U N

C H

O O

LSPR

D.O.T., AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

6. ALL PAVEMENT MARKINGS, STRIPING, AND SIGNAGE SHALL CONFORM TO THE

STANDARDS AND SPECIFICATIONS OF THE LOCAL JURISDICTION, THE STATE

1. ALL DIMENSIONS AND RADII ARE TO/FROM THE FACE OF CURB, EDGE OF ASPHALT,

SITE PLAN NOTES:

AND/OR THE OUTSIDE FACE OF THE BUILDING WALL UNLESS OTHERWISE STATED.

2. ALL NEW CONSTRUCTION SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN

DISABILITIES ACT (A.D.A.). SEE ARCHITECTURAL DWGS. FOR STRUCTURE COMPLIANCE.

3. UNLESS OTHERWISE NOTED, ALL PAVEMENT IS TO BE STANDARD DUTY ASPHALT.

4. TYPICAL PAVEMENT SECTION FOR THE NEW PAVEMENTS ARE INCLUDED IN THE

CONSTRUCTION DETAIL SHEETS.

5. ALL CONSTRUCTION TO CONFORM TO MADISON COUNTY STANDARDS AND

SPECIFICATIONS WHETHER OR NOT REVIEW COMMENTS WERE MADE.

ALL RADII DIMENSION ADJACENT TO PARKING SPACES ARE 3' UNLESS OTHERWISE NOTED.

SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS. ANY

BUILDING DIMENSIONS SHOWN ON THIS PLAN ARE FOR GENERAL COORDINATION

PURPOSES ONLY AND SHOULD NOT BE USED TO LAYOUT THE BUILDING OR ITS

APPURTENANCES (STAIRS, DOORS, DOCKS ETC...)

HEAVY DUTY

ASPHALT PAVING

PROPERTY LINES

PROPOSED FEATURES

EXISTING FEATURES

EXISTING BUILDING

PROPOSED BUILDING

LEGEND

FENCE

CONCRETE SIDEWALK

STANDARD DUTY

ASPHALT PAVING

DO NOT

ENTER

SIGN

STOP

SIGN

N/F

ADISON COUNTY

BOARD OF EDUCATION

DB 161, PG 156

TP# 0054 083

N/ F

E . C

6, P

N/ F

. B

OYE

0, P G

N/F

MADIS

ON C

OUNTY B

OARD O

F E

DUCATIO

DB 16

1, PG 15

TP# 0

4 0

N/ F

2, P G 3

N44 °1

6'3 0"E

.84

N31°43'30"W 800.34'

R/W

N69°06'00"E 345.64'

S46°57'58"E 160.32'

S47°24'23"E 217.96'

S47°02'50"E 158.86'

58.17'

S46°44'58"E

S3 2°

'49

S3 2°

'54

.2 0'

P/L

" C

GEORGIA HIGHWAY 98 100' R/W (PUBLIC)

DO NOT

ENTER

SIGN

SITE BENCH MARK

TOP OF HYDRANT

ELEV. = 740.46

ASPHALT

AVEMENT

ASPHALT PAVEMENT

FFE=738.50

AGRICULTURAL

FACILITY

FUTURE

ANIMAL

HOUSING

FACILITY

P/L

110' TRUCK TURN

AROUND AREA

110' TRUCK TURN AROUND AREA

FUTURE

BUILDING

25'

18'

25'

18'

25'

18'

60'

80'

16'

60'

110'

6' 18'

9' (T

VAN

9' (T

9'(TYP.)

14'

(TYP.)

ROAD WIDENING

DESIGN BY

OTHERS

ROAD WIDENING

DESIGN BY

OTHERS

30'R

50'R

50'R 35'R

10'R

15'R

5'R

15'R

5'R

15'R

5'R5'R

(TYP.)

3'R

(TYP.)15'R

15'R

35'R

HEAVY DUTY

PAVEMENT

HEAVY DUTY

PAVEMENT

HEAVY DUTY

PAVEMENT

HEAVY DUTY

PAVEMENT

HEAVY DUTY

PAVEMENT

H.C.

RAMP

H.C.

RAMP

H.C. RAMP

H.C. VAN SPACE

AND SIGN

H.C. SIGN (TYP.)

H.C.

RAMP

24' CURB AND

GUTTER (TYP.)

24' CURB AND

GUTTER (TYP.)

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

EDGE OF

PAVEMENT

TERMINATE

24" CURB

AND GUTTER

TERMINATE

24" CURB

AND GUTTER

TERMINATE

24" CURB

AND GUTTER

TERMINATE

24" CURB

AND GUTTER

TERMINATE

24" CURB

AND GUTTER

24' CURB AND

GUTTER (TYP.)

24' CURB AND

GUTTER (TYP.)

24' CURB AND

GUTTER (TYP.)

17T

11T 6T

TRANSFORMER PAD

5' HIGH BLACK

VINYL COATED

CHAIN LINE FENCE

GAP IN FENCE

AT HEADWALL

VINYL COATED

CHAIN LINE FENCE

5' HIGH BLACK

VINYL COATED

CHAIN LINE FENCE

5' HIGH BLACK

VINYL COATED

CHAIN LINE FENCE

12' WIDE GATE

IN FENCE

TWO PIPE BOLLARDS ON

EACH SIDE OF LIGHT POLE

TWO PIPE BOLLARDS ON

EACH SIDE OF LIGHT POLE

TWO PIPE

BOLLARDS ON

EACH SIDE OF

LIGHT POLE

TWO PIPE

BOLLARDS ON

EACH SIDE OF

LIGHT POLE

N/F

ADISON COUNTY

BOARD OF EDUCATION

DB 161, PG 156

TP# 0054 083

N/F

MADIS

ON C

OUNTY B

OARD O

F E

DUCATIO

DB 16

1, PG 15

TP# 0

4 0

SHED

40' 80'40' 160'

(IN FEET)

1 inch = 40 ft.

GRAPHIC SCALE

PARTIAL

SITE PLAN

Dial 811 Or Call 800-282-7411

NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION.

CAUTION-NOTE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF

23101

Date

Project Number

Issued For:

HGA JOB No. 2023-205

06/28/2024

NO DESCRIPTION DATE

H O

O N

L N

. D A

E, G A

M A

O N

C O

U N

C H

O O

G R

R A

M A

O N

C O

U N

C H

O O

LSPR

D.O.T., AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

6. ALL PAVEMENT MARKINGS, STRIPING, AND SIGNAGE SHALL CONFORM TO THE

STANDARDS AND SPECIFICATIONS OF THE LOCAL JURISDICTION, THE STATE

1. ALL DIMENSIONS AND RADII ARE TO/FROM THE FACE OF CURB, EDGE OF ASPHALT,

SITE PLAN NOTES:

AND/OR THE OUTSIDE FACE OF THE BUILDING WALL UNLESS OTHERWISE STATED.

2. ALL NEW CONSTRUCTION SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN

DISABILITIES ACT (A.D.A.). SEE ARCHITECTURAL DWGS. FOR STRUCTURE COMPLIANCE.

3. UNLESS OTHERWISE NOTED, ALL PAVEMENT IS TO BE STANDARD DUTY ASPHALT.

4. TYPICAL PAVEMENT SECTION FOR THE NEW PAVEMENTS ARE INCLUDED IN THE

CONSTRUCTION DETAIL SHEETS.

5. ALL CONSTRUCTION TO CONFORM TO MADISON COUNTY STANDARDS AND

SPECIFICATIONS WHETHER OR NOT REVIEW COMMENTS WERE MADE.

ALL RADII DIMENSION ADJACENT TO PARKING SPACES ARE 3' UNLESS OTHERWISE NOTED.

SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS. ANY

BUILDING DIMENSIONS SHOWN ON THIS PLAN ARE FOR GENERAL COORDINATION

PURPOSES ONLY AND SHOULD NOT BE USED TO LAYOUT THE BUILDING OR ITS

APPURTENANCES (STAIRS, DOORS, DOCKS ETC...)

HEAVY DUTY

ASPHALT PAVING

PROPERTY LINES

PROPOSED FEATURES

EXISTING FEATURES

EXISTING BUILDING

PROPOSED BUILDING

LEGEND

FENCE

CONCRETE SIDEWALK

STANDARD DUTY

ASPHALT PAVING

P/L

MADISON STREET 100' R/W (PUBLIC)

GEORGIA HIGHWAY 98 100' R/W (PUBLIC)

SITE BENCH MARK

TOP OF HYDRANT

ELEV. = 740.46

FFE=738.50

+732.00

+726.00

+730.00

EXISTING SANITARY

SEWER LIFT STATION

P/L

4" SANITARY SEWER

EXIT W/CLEANOUT;

INV. EL=734.91

4" GREASE LINE

EXIT W/CLEANOUT;

INV. EL=734.08

6" FIRE SERVICE LINE

TO BUILDING RISER

2.5" DOMESTIC

WATER SERVICE

SSANITARY SEWER

MANHOLE 1-P

C S S

6"PVC

4"PVCSS

6"PVC W 2.5"PVC DW

CONNECT 6" WATER LINE TO

EXISTING 6" WATER LINE WITH

TAPPING SLEEVE AND THRUST BLOCK

2" WATER METER INSIDE VAULT ON

2.5" PVC DOM WATER LINE WITH

DOMESTIC WATER LINE BFP

DDCV AND COMPOUND DOMESTIC

WATER METER IN CONCRETE VAULT

6"x6"x6" TEE W/THRUST BLOCK

6" FIRE LINE

PROPOSED FIRE

HYDRANT

PROPOSED FIRE HYDRANT

CONNECT 6" WATER LINE TO

EXISTING 6" WATER LINE WITH

TAPPING SLEEVE AND THRUST BLOCK

PROPOSED

FIRE HYDRANT

RE-CONNECT NEW/RE-LOCATED

6" WATER LINE TO EXISTING 6"

WATER LINE; AND THRUST BLOCK

6" SANITARY SEWER

LINE STUB OUT

2.5" DOMESTIC

WATER LINE

C W

6"PVC W

CONNECT 6" WATER LINE TO EXISTING

6" WATER LINE WITH TAPPING SLEEVE

AND THRUST BLOCK

CLEANOUT 1-S:

CLEANOUT 1-R:

CLEANOUT 1-Q:

APPROXIMATE LOCATION OF

EXISTING 6" WATER LINE

NEW OR RE-LOCATED

6" WATER LINE

NEW OR RE-LOCATED

6" WATER LINE

NEW OR

RE-LOCATED

6" WATER LINE

THRUST BLOCK (TYP.)

BEGIN RE-LOCATION OF

EXISTING 6" WATER LINE

TRANSFORMER ON

CONCRETE PAD

LIGHT POLE AND FIXTURE

W/TWO PIPE BOLLARDS

LIGHT POLE

AND FIXTURE

LIGHT POLE

AND FIXTURE

LIGHT POLE

AND FIXTURE

LIGHT POLE

AND FIXTURE

LIGHT POLE AND FIXTURE

W/TWO PIPE BOLLARDS

LIGHT POLE AND FIXTURE

W/TWO PIPE BOLLARDS

LIGHT POLE AND FIXTURE

W/TWO PIPE BOLLARDS

LIGHT POLE

AND FIXTURE

LIGHT POLE

AND FIXTURE

LIGHT POLE

AND FIXTURE

LIGHT POLE

AND FIXTURE

LIGHT POLE

AND FIXTURE

LIGHT POLE

AND FIXTURE

POST INDICATOR VALVE ON 6" PVC WATER LINE

FIRE DEPARTMENT CONNECTION ON 6" PVC WATER LINE

THRUST

BLOCK (TYP.)

SWAMP

SSMH

TOP=674.75

IN=670.15 (8"DIP)

OUT=670.00 (8"DIP)

SSMH

TOP=678.17

IN=672.72 (8"DIP)

OUT=672.67 (8"DIP)

SSMH

TOP=685.11

IN=679.71 (8"DIP)

OUT=679.61 (8"DIP)

DANIELSVILLE

LIFT STATION

4" SANITARY SEWER

EXIT W/CLEANOUT;

INV. EL=735.50

CLEANOUT 1-V:

CLEANOUT 1-U:

CLEANOUT 1-T:

1500 GALLON

GREASE TRAP GT

CLEANOUT:

INV. EL.=733.12

CLEANOUT:

INV. EL.=733.94

EXISTING

SSMH 1-A

SSMH 1-C

SSMH 1-D

SSMH 1-E

SSMH 1-F

SSMH 1-G

SSMH 1-H

SSMH 1-K

SSMH 1-L

SSMH 1-M

SSMH 1-N

SSMH 1-B

SSMH 1-J

C S S

6"PVCSS

CLEANOUT 1-W

UPSIZE PIPE TO 6"

PVC AT CLEANOUT

8"PVC SS

8"PVC SS8"PVC SS

8"PVC SS

8"P

VC SS

8"PVC SS OPEN CUT ROAD TO INSTALL NEW SANITARY

SEWER LINE; SAW CUT EXISTING ASPHALT TO

PROVIDE CLEAN EDGE; REPLACE ASPHALT

AFTER INSTALLATION OF NEW PIPE

REPLACE SECTION OF CONCRETE SIDEWALK

AFTER INSTALLATION OF NEW PIPE

MADISON STREET 100' R/W (PUBLIC)

HGA JOB No. 2022-122.10

100' 200'100' 400'

(IN FEET)

1 inch = 100 ft.

GRAPHIC SCALE

OVERALL

UTILITY

PLAN

Dial 811 Or Call 800-282-7411

NOTIFY UTILITY OWNERS BEFORE BEGINNING ANY CONSTRUCTION.

CAUTION-NOTE TO CONTRACTOR

THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF

WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.

23101

Date

Project Number

Issued For:

HGA JOB No. 2023-205

06/28/2024

NO DESCRIPTION DATE

H O

O N

L N

. D A

E, G A

M A

O N

C O

U N

C H

O O

G R

R A

M A

O N

C O

U N

C H

O O

LSPR

UTILITY PLAN GENERAL NOTES:

1. SITE CONTRACTOR SHALL COORDINATE SERVICE ROUTING OF ALL GAS,

TELEPHONE, AND ELECTRICAL LINES WITH THE APPROPRIATE UTILITY COMPANY.

ALL CONSTRUCTION MUST COMPLY WITH EACH UTILITY COMPANY'S STANDARDS

AND SPECIFICATIONS.

2. SITE CONTRACTOR SHALL FIELD LOCATE AND VERIFY EXISTING UTILITIES TYPE,

SIZE, DEPTH, AND ALIGNMENT PRIOR TO BEGINNING GRADING.

WATER SYSTEM GENERAL NOTES:

1. ALL CONSTRUCTION METHODS AND MATERIALS USED IN THE WATER SYSTEM

MUST COMPLY IN ALL RESPECTS TO THE LOCAL UTILITY DEPARTMENT STANDARDS,

SPECIFICATIONS, AND INSPECTION REQUIREMENTS.

2. HYDRANTS ARE TO BE INSTALLED SO THAT THE LARGE FIRE DEPARTMENT CONNECTION

FACES THE BUILDINGS. THAT SAME CONNECTION IS TO BE NO LESS THAN 18" OR MORE

THAN 36" ABOVE FINISHED GRADE. FIRE HYDRANTS LOCATED IN PARKING AREAS SHALL

BE PROTECTED BY BARRIERS THAT WILL PREVENT PHYSICAL DAMAGE BY VEHICLES.

(NFPA 1141 3-6.5, 3-6.6)

SANITARY SEWER GENERAL NOTES:

1. ALL WASTEWATER PIPE CONSTRUCTION MUST CONFORM TO ALL LOCAL UTILITY

DEPARTMENT STANDARDS AND SPECIFICATIONS.

2. CONTRACTOR TO FIELD VERIFY LOCATION AND INVERT ELEVATIONS OF

WASTEWATER PIPE FOR CONNECTION TO EXISTING WASTEWATER SYSTEMS.

3. SEWERS SHOULD BE LAID AT LEAST 10 FEET HORIZONTALLY AND 18"

VERTICALLY FROM ANY EXISTING OR PROPOSED WATER MAIN, WITH THE WATER

MAIN ABOVE THE SEWER PIPE. SEWERS CROSSING WATER MAINS SHALL BE

ARRANGED SO THAT THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS

POSSIBLE FROM THE WATER MAIN JOINTS. WHERE A WATER MAIN CROSSES

UNDER A SEWER, EITHER THE WATER MAIN OR THE SEWER SHOULD BE DUCTILE

IRON OR SHALL BE ENCASED IN DUCTILE IRON OR CONCRETE FOR A MINIMUM OF

ONE FULL JOINT LENGTH ON EACH SIDE OF THE CROSSING.

LEGEND

PROPERTY LINES

PROPOSED BUILDING

EXISTING FEATURES

PROPOSED FEATURES

EXISTING WATER LINE

EXISTING OVERHEAD POWER

EXISTING GAS SERVICE

EXISTING SANITARY SEWER

PROPOSED WATER LINE

PROPOSED FIRE HYDRANT

EXISTING SANITARY SEWER MANHOLE

PROPOSED SS CLEANOUT/WYE CONN.

EXISTING UNDERGROUND POWER

EXISTING FIRE HYDRANT

EXISTING STORM DRAINAGE LINES

8"W

PROPOSED FIRE DEPARTMENT CONNECTION

PIV

PROPOSED SANITARY SEWER

PROPOSED SANITARY

SEWER MANHOLE

PROPOSED POST INDICATOR VALVE

8"SS

NOTE: SEE PLUMBING DRAWINGS FOR EXACT UTILITY CONNECTION LOCATIONS AT THE

BUILDING. LOCATIONS SHOWN ON THIS PLAN ARE FOR GENERAL COORDINATION PURPOSES

ONLY AND SHOULD BE VERIFIED PRIOR TO INSTALLATION.

NOTE: ALL EXISTING AND PROPOSED UTILITY LINES MUST MAINTAIN A MINIMUM OF 18"

VERTICAL SEPARATION. CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEER OF ANY

CONFLICTS THAT MAY BE DISCOVERED DURING CONSTRUCTION.

DATE

PROJECT NO.

M ad is on

C ou nt y

Sc ho ol s

- A g

Fa ci lit y

NO DESCRIPTION DATE

05/31/2024

23101

-0 15G

, G E

O R

E L

E P

H O

N E

-5

-6

O 'D

E L

L R

O A

D S

M A

T H

O N

S U

L T

I N

G E

N G

I N

E E

R S

H O

O N

L N

. D A

E, G A

M A

O N

C O

U N

C H

O O

G R

R A

N C

O U

S C

H O

E0.1

SITE PLAN -

ELECTRICAL,

SYMBOL LEGEND,

GENERAL NOTES,

AND DETAILS

01 23101 C1.1

Sheets and Views

Site Plan

01 23101 C1.2

Sheets and Views

Site Plan

01 23101 C2.0

Sheets and Views

Utility Plan

07 23101 E0.1

Indoor fiber path estimate

File details come from the government source that posted it. Updated Aug 23, 2024.