9-0.3 Plans.pdf

LOCATION MAP

p p p p p p p

VICINITY MAP

N N

SHEET DESCRIPTION:SHEET NO.

Fe br ua ry

6, (1

6:

:2

ES

T)

Q :\5

SU

W

AN

N

EE

C

O U

N

TY

P

IN

EV

IE

W E

LE

M

EN

TA

R Y

G

EN

ER

AT

O R

\C

AD

\C

IV

IL

\P

R O

D U

C

TI

O N

\C 0.

KE

YS

H

EE

T.

D W

G

6XZDQQHH CRXQW\ 6FKRRO %RDUG

6XZDQQHH CRXQW\� )ORULGD

Know what'sbelow.

before you dig.Call

ONE CALL

o f f l o r i d a sunshine state

KEYSHEETC0.0

JUSTIN HANSEN FORD, P.E.

P.E. #: 74746

DATE:

OWNER: SUWANNEE COUNTY SCHOOL BOARD

702 SECOND STREET

LIVE OAK, FLORIDA

(866) 417-7123

PIN(VI(: (L(M(NTA5Y *(N(5ATO5

CON6T58CTION PLAN6 )O5�

P5(PA5(' )O5�

)(%58A5Y ����

P5(PA5(' %Y�

P5O-(CT N8M%(5� ��������

GENERAL CONTRACTOR TO THOROUGHLY INSPECT EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS SHALL BE NOTED AT ONCE AND CALLED TO THE

ENGINEER'S ATTENTION 48 HOURS PRIOR TO SUBMITTING BIDS.

ALL CORRESPONDENCE IN REGARDS TO THESE CONSTRUCTION/BID DOCUMENTS SHALL BE DIRECTED TO MICHAEL FREIDIN, P.E. AT DEWBERRY ENGINEERS, INC. CONSULTING ENGINEERS 101 N. MONROE STREET, SUITE

710 TALLAHASSEE, FL (850) 354-5184

ERRORS AND OMISSIONS, IF ANY, IN THESE CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO

THE ATTENTION OF THE ENGINEER FOR RESOLUTION.

PINEWOOD DRIVE SW

GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION DATED CURRENT YEAR, AS AMENDED BY CONTRACT DOCUMENTS.

EXISTING CONDITIONSC2.0

ENGINEER: DEWBERRY ENGINEERS INC.

2700 S. BLAIRSTONE ROAD

TALLAHASSEE, FLORIDA 32301

850-523-0062

PA5C(L I'� �����6���(������������� ������� ��

U S

H W

Y

PINEVIEW

ELEMENTARY

SCHOOL

GENERAL NOTESC1.0

SITE PLANC4.0

DEMO AND EROSION CONTROL PLANC3.0

ELECTRICAL SINGLE LINE DIAGRAME2

ELECTRICAL DETAILS,NOTES, AND EQUIPMENT SCHEDULEE1

AutoCAD SHX Text

ST.

AutoCAD SHX Text

DUVAL

AutoCAD SHX Text

NASSAU

AutoCAD SHX Text

AutoCAD SHX Text

CLAY

AutoCAD SHX Text

JOHN

AutoCAD SHX Text

JACKSONVILLE

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

CITY

AutoCAD SHX Text

COLUMBIA

AutoCAD SHX Text

AutoCAD SHX Text

MADISON

AutoCAD SHX Text

PERRY

AutoCAD SHX Text

SUWANNEE

AutoCAD SHX Text

HAMILTON

AutoCAD SHX Text

BRADFORD

AutoCAD SHX Text

UNION

AutoCAD SHX Text

BAKER

AutoCAD SHX Text

JACKSON

AutoCAD SHX Text

LEON

AutoCAD SHX Text

JEFFERSON

AutoCAD SHX Text

MARIANNA

AutoCAD SHX Text

FRANKLIN

AutoCAD SHX Text

GULF

AutoCAD SHX Text

LIBERTY

AutoCAD SHX Text

GADSDEN

AutoCAD SHX Text

HOLMES

AutoCAD SHX Text

BAY

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

PANAMA

AutoCAD SHX Text

CITY

AutoCAD SHX Text

OKALOOSA

AutoCAD SHX Text

WALTON

AutoCAD SHX Text

AutoCAD SHX Text

CALHOUN

AutoCAD SHX Text

ROSA

AutoCAD SHX Text

PENSACOLA

AutoCAD SHX Text

SANTA

AutoCAD SHX Text

ESCAMBIA

AutoCAD SHX Text

TAYLOR

AutoCAD SHX Text

BREVARD

AutoCAD SHX Text

MELBOURNE

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

INDIAN

AutoCAD SHX Text

LUCIE

AutoCAD SHX Text

ST.

AutoCAD SHX Text

WEST PALM

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

MARTIN

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

PALM

AutoCAD SHX Text

CLEWISTON

AutoCAD SHX Text O C E A N

AutoCAD SHX Text

FLAGLER

AutoCAD SHX Text

VOLUSIA

AutoCAD SHX Text

GAINESVILLE

AutoCAD SHX Text

PUTNAM

AutoCAD SHX Text

MARION

AutoCAD SHX Text

OCALA

AutoCAD SHX Text

SEMINOLE

AutoCAD SHX Text

OSCEOLA

AutoCAD SHX Text

ORANGE

AutoCAD SHX Text

ORLANDO

AutoCAD SHX Text

SUMTER

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

AutoCAD SHX Text

ALACHUA

AutoCAD SHX Text

LEVY

AutoCAD SHX Text

DIXIE

AutoCAD SHX Text

CITRUS

AutoCAD SHX Text

PASCO

AutoCAD SHX Text

HERNANDO

AutoCAD SHX Text

AutoCAD SHX Text

HIGHLANDS

AutoCAD SHX Text

POLK

AutoCAD SHX Text

AutoCAD SHX Text

LAKELAND

AutoCAD SHX Text

HARDEE

AutoCAD SHX Text

GLADES

AutoCAD SHX Text

HENDRY

AutoCAD SHX Text

CHARLOTTE

AutoCAD SHX Text

LEE

AutoCAD SHX Text

FT. MYERS

AutoCAD SHX Text

DE SOTO

AutoCAD SHX Text

PINELLAS

AutoCAD SHX Text

ST.

AutoCAD SHX Text

PETERSBURG

AutoCAD SHX Text

SARASOTA

AutoCAD SHX Text

MANATEE

AutoCAD SHX Text

HILLSBOROUGH

AutoCAD SHX Text

SARASOTA

AutoCAD SHX Text

TAMPA

AutoCAD SHX Text

DAYTONA

AutoCAD SHX Text

OKEECHOBEE

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

FORT

AutoCAD SHX Text

LAUDERDALE

AutoCAD SHX Text

BROWARD

AutoCAD SHX Text

DADE

AutoCAD SHX Text

MIAMI

AutoCAD SHX Text

COLLIER

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text N

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text G U L F

AutoCAD SHX Text

GILCHRIST

AutoCAD SHX Text

AutoCAD SHX Text A T L A N T I C

AutoCAD SHX Text

LAFAYETTE

AutoCAD SHX Text M E X

AutoCAD SHX Text I C O

AutoCAD SHX Text O F

AutoCAD SHX Text

WAKULLA

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

TALLAHASSEE

AutoCAD SHX Text

OWNER, DEVELOPER, PERMITTING AGENCY, ENGINEER, SURVEYOR

AutoCAD SHX Text

SUWANNEE

APPROVED BY

CHECKED BY

REVISIONS

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

NO. DESCRIPTION DATE

OF

JUSTIN H. FORD

74746

M. ZALESKI

J.FORD

J.FORD

FEBRUARY 2026

50190826

C1.0

SU

W

AN

N

EE

C

O U

N

TY

LI

VE

O

AK

. F L

PI

N

EV

IE

W E

LE

M

EN

TA

R Y

G

EN

ER

AT

O R

GENERAL

NOTES

Dewberry Engineers Inc.

2700 S. Blairstone Road., Suite 204 D Tallahassee, FL 32301 850.523.0062

Fe br ua ry

9, (1

4:

:1

ES

T)

Q :\5

SU

W

AN

N

EE

C

O U

N

TY

P

IN

EV

IE

W E

LE

M

EN

TA

R Y

G

EN

ER

AT

O R

\C

AD

\C

IV

IL

\P

R O

D U

C

TI

O N

\C 1.

G

EN

ER

AL

N

O

TE

S.

D

W G

GENERAL NOTES

1. THE EXACT LOCATION AND ELEVATION OF EXISTING STRUCTURES, UTILITIES, AND PIPING SHALL BE PHYSICALLY VERIFIED IN THE

FIELD BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS. THESE DRAWINGS DO NOT INTEND TO SHOW IN COMPLETE DETAIL ALL EXISTING STRUCTURES, UTILITIES, OR PIPING. THE CONTRACTOR SHALL EXAMINE ALL AVAILABLE RECORDS AND MAKE ALL EXPLORATIONS AND EXCAVATIONS AS REQUIRED TO DETERMINE THE LOCATION OF EXISTING STRUCTURES, UTILITIES, AND PIPING, WHENEVER NECESSARY. THE OWNER RESERVES THE RIGHT TO CHANGE LOCATION OF LINES TO AVOID CONFLICT WITH EXISTING STRUCTURES, UTILITIES, OR PIPING. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN PHYSICALLY

LOCATED BY THEIR OWNER OR ENGINEER.

2. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA.

3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND

UTILITIES IN ADVANCE OF CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES ABOVE OR BELOW GROUND THAT MAY

OCCUR AS A RESULT OF WORK CALLED FOR IN THESE CONTRACT DOCUMENTS.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LEARN, KNOW, AND COMPLY WITH THE REGULATIONS, ORDINANCES, PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW AND COMPLY WITH THE CONDITIONS OF THE VARIOUS PERMITS OF THE GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL SCHEDULE THE REQUIRED INSPECTIONS AND APPROVALS IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE NECESSARY

AGENCIES OF CONSTRUCTION COMMENCEMENT.

6. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST ISSUE AND SHALL BE CONSIDERED A PART OF THESE

DOCUMENTS AS THOUGH INCLUDED.

7. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN ADEQUATE TRAFFIC CONTROL AND TO PROVIDE DETOURS

AROUND CONSTRUCTION ACTIVITIES.

8. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL INSTALL ANY REQUIRED SILT FENCING OR BALED HAY BARRIERS (FLORIDA EROSION CONTROL MANUAL) FOR SILT/EROSION CONTROL. THERE WILL BE NO DIRECT PAYMENT FOR THIS WORK. COST SHALL BE INCLUDED IN OTHER ITEMS OF WORK. LOCATION SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED IN THE FIELD.

9. THE CONTRACTOR SHALL INSTALL ALL TRAFFIC CONTROL DEVICES REQUIRED FOR THE PROJECT IN ACCORDANCE WITH THE LATEST EDITION OF THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM

TRAFFIC CONTROL.

10. WHERE IT BECOMES NECESSARY TO TEMPORARILY REMOVE, REPOSITION, OR SUPPORT EXISTING FACILITIES, UTILITY POLES, ETC.

THIS WORK SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE AND IN ACCORDANCE WITH REQUIREMENTS OF THE OWNER OF THE EXISTING FACILITY, UTILITY POLE, ETC. THE CONTRACTOR SHALL GIVE PROPER NOTICE TO THE UTILITIES. THE CONTRACTOR SHALL PHYSICALLY EXAMINE THE ENTIRE PROJECT SITE AND INFORM HIMSELF FULLY IN REGARD TO ALL CONDITIONS PERTAINING TO THE PLACE WHERE THE WORK IS TO BE PERFORMED FOR PURPOSE OF DETERMINING HIS COST TO PERFORM THE WORK. THE CONTRACTOR SHOULD PAY SPECIAL ATTENTION TO AREAS INVOLVING CLEARING AND GRUBBING, EXISTING FACILITIES REMOVAL AND REPLACEMENT, SUPPORT ON RELOCATION, AND WORK INVOLVED IN WETLAND AREAS.

11. ANY DISTURBED SIGNS MUST BE REINSTALLED TO EXISTING OR ACCEPTABLE CONDITION BY THE OWNER AT THE CONTRACTOR'S

EXPENSE.

12. CONTRACTOR SHALL HAVE COPIES OF ALL PERMITS (CITY, COUNTY, FDOT & FDEP) IN POSSESSION AT ALL TIMES DURING CONSTRUCTION. ANY INDIVIDUAL CREW OR INDIVIDUAL PERSON WORKING ON THE INSTALLATION OF ANY PART OF THIS PROJECT

SHALL HAVE A SET OF PLANS AND SPECIFICATIONS WITH THEM AT ALL TIMES.

13. TESTING REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE TESTING SCHEDULE CONTAINED WITHIN THESE PLANS. SELECTION AND CONTRACTING WITH THE TESTING FIRMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND SCHEDULE ALL TESTS.

14. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND SCHEDULE THE ACTIVITIES OF THE UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO TV, TELEPHONE, GAS, POWER, ETC., AND PROVIDE IN ACCORDANCE WITH THE UTILITY COMPANY ANY NECESSARY CONDUITS FOR CROSSINGS UNDER PAVEMENT. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED FOR THIS SERVICE. ANY DAMAGE CAUSED BY THE UTILITY COMPANY TO THE IMPROVEMENTS OF THE CONTRACTOR SHALL BE REPAIRED IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT REPAIRS ARE PERFORMED, EITHER BY THE CONTRACTOR OR THE UTILITY COMPANY AT NO COST TO THE OWNER.

15. ALL CONSTRUCTION STAKING SHALL BE DONE AT CONTRACTORS EXPENSE.

16. THE CONTRACTOR SHALL TAKE WHATEVER PRECAUTIONS NECESSARY TO AVOID TRESPASSING AND DAMAGING PRIVATE

PROPERTY.

17. ALL SPOIL MATERIAL FROM EXCAVATION SHALL BE PLACED ON THE UPLAND SIDE OF ANY SLOPED CONSTRUCTION AREA.

18. THE CONTRACTOR SHALL TAKE WHATEVER STEPS NECESSARY TO PREVENT EROSION, WHICH INCLUDES TURBIDITY CURTAINS, HAY BAILS, AND ALL OTHER METHODS TO CONTROL EROSION AT NO ADDITIONAL COST TO OWNER AND MAY BE DIRECTED TO DO

SO BY THE ENGINEER.

19. THE CONTRACTOR SHALL MAINTAIN A REASONABLE ACCESS TO THE REMAINING PORTIONS OF THE SITE DURING THE DEMOLITION

OPERATION.

20. ALL EXISTING CONCRETE, ASPHALT, TREES, STUMPS, AND OTHER DELETERIOUS MATERIAL SHALL BE REMOVED FROM THE SITE

AND DISPOSED OF IN ACCORDANCE WITH FLORIDA LAWS.

21. THE CONTRACTOR SHALL REMOVE AND REPLACE, TO THEIR ORIGINAL NATURE, ALL DISTURBED MATERIALS OR OBJECTS WITHIN THE PATH OF THE NEW UTILITIES AS NECESSARY. ALL REPLACED MATERIALS SHALL BE EQUAL OR BETTER AND SHALL BE APPROVED BY THE ENGINEER. THIS INCLUDES ALL LANDSCAPING WITHIN THE RIGHT OF WAY IN THE PATH OF THE NEW UTILITIES.

22. CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR CONSTRUCTION.

DEMOLITION & EXCAVATION

1. THIS SITE MAY CONTAIN EXISTING UTILITY LINES, UTILITY STRUCTURES AND MISCELLANEOUS UTILITY EQUIPMENT THAT MAY NOT HAVE BEEN SURVEYED AND IN CONFLICT WITH PROPOSED CONSTRUCTION.

2. ALL UTILITIES MUST REMAIN IN OPERATION THROUGHOUT CONSTRUCTION ACTIVITIES FOR THIS PRODUCT.

3. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER(S) AND CIVIL ENGINEER FOR ANY AND ALL UTILITIES

THAT MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION ACTIVITIES.

4. WHERE EXISTING ITEMS SUCH AS ASPHALT, CONCRETE CURB AND GUTTER, ETC. ARE SHOWN TO BE

REMOVED, THESE ITEMS SHALL BE SAWCUT.

5. CONTRACTOR IS RESPONSIBLE TO ADJUST ALL EXISTING AND PROPOSED UTILITIES TO FINISH GRADE.

6. CONTRACTOR IS RESPONSIBLE TO DEFLECT ANY UTILITIES NECESSARY TO CONSTRUCT PROPOSED

IMPROVEMENTS.

7. CONTRACTOR SHALL CLEAR, GRUB AND REMOVE ALL TRESS AND VEGETATION WITHIN LIMITS OF

CONSTRUCTION (LOC).

APPROVED BY

CHECKED BY

REVISIONS

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

NO. DESCRIPTION DATE

OF

JUSTIN H. FORD

74746

EB # 8794

M. ZALESKI

J.FORD

J.FORD

FEBRUARY 2026

50190826

C2.0

SU

W

AN

N

EE

C

O U

N

TY

LI

VE

O

AK

. F L

PI

N

EV

IE

W E

LE

M

EN

TA

R Y

G

EN

ER

AT

O R

EXISTING

CONDITIONS

40'0' 20' 80'

SCALE: 1" = 40'

Fe br ua ry

9, (1

5:

:0

ES

T)

Q :\5

SU

W

AN

N

EE

C

O U

N

TY

P

IN

EV

IE

W E

LE

M

EN

TA

R Y

G

EN

ER

AT

O R

\C

AD

\C

IV

IL

\P

R O

D U

C

TI

O N

\C 2.

EX

IS

TI

N G

C O

N D

IT

IO

N S.

D W

G

Dewberry Engineers Inc.

2700 S. Blairstone Road., Suite 204 D Tallahassee, FL 32301 850.523.0062

CHILLER

EXIST TRANSFORMER

EXIST. MECHANICAL ROOM

PINEVIEW

ELEMENTARY SCHOOL

NOTE:

1. EXISTING TOPOGRAPHY UTILIZES LIDAR FROM NOAA

2. IMAGERY UTILIZES 2025 FDOT AERIALS

CONST. CONCRETE PAD

FOR GENERATOR. SEE

SHEET C4.0 FOR DETAILS.

PINEVIEW

ELEMENTARY

SCHOOL

EXIST. MECHANICAL ROOM

AND GENERATOR

EXIST. TRANSFORMER

APPROXIMATE LOCATION

OF EXIST. MECHANICAL

ROOM ON 2ND FLOOR

20'

SF

SF

CONST. 72 LF OF SILT

FENCE. SEE DETAIL

(THIS SHEET)

APPROVED BY

CHECKED BY

REVISIONS

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

NO. DESCRIPTION DATE

OF

JUSTIN H. FORD

74746

EB # 8794

M. ZALESKI

J.FORD

J.FORD

FEBRUARY 2026

50190826

C3.0

SU

W

AN

N

EE

C

O U

N

TY

LI

VE

O

AK

. F L

PI

N

EV

IE

W E

LE

M

EN

TA

R Y

G

EN

ER

AT

O R

DEMO AND

EROSION

CONTROL PLAN

20'0' 10' 40'

SCALE: 1" = 20'

Fe br ua ry

6, (1

5:

:0

ES

T)

Q :\5

SU

W

AN

N

EE

C

O U

N

TY

P

IN

EV

IE

W E

LE

M

EN

TA

R Y

G

EN

ER

AT

O R

\C

AD

\C

IV

IL

\P

R O

D U

C

TI

O N

\C 3.

D

EM

O

A N

D E

R O

SI

O

N C

O N

TR

O

L

PL

AN

.D

W G

Dewberry Engineers Inc.

2700 S. Blairstone Road., Suite 204 D Tallahassee, FL 32301 850.523.0062

DEMOLITION NOTES:

DEMOLITION/EXCAVATION

1. THIS SITE MAY CONTAIN EXISTING UTILITY LINES, UTILITY STRUCTURES AND MISCELLANEOUS UTILITY

EQUIPMENT THAT MAY NOT HAVE BEEN SURVEYED AND IN CONFLICT WITH PROPOSED CONSTRUCTION.

2. ALL UTILITIES MUST REMAIN IN OPERATION THROUGHOUT CONSTRUCTION ACTIVITIES FOR THIS PRODUCT.

3. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER(S) AND CIVIL ENGINEER FOR ANY AND ALL UTILITIES

THAT MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION ACTIVITIES.

4. WHERE EXISTING ITEMS SUCH AS ASPHALT, CONCRETE CURB AND GUTTER, ETC. ARE SHOWN TO BE REMOVED, THESE ITEMS SHALL BE SAWCUT.

5. CONTRACTOR IS RESPONSIBLE TO ADJUST ALL EXISTING AND PROPOSED UTILITIES TO FINISH GRADE.

6. CONTRACTOR IS RESPONSIBLE TO DEFLECT ANY UTILITIES NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS.

7. CONTRACTOR SHALL CLEAR, GRUB AND REMOVE ALL TRESS AND VEGETATION WITHIN LIMITS OF CONSTRUCTION

(LOC).

8. CONTRACTOR RESPONSIBLE FOR ALL DEMOLITION REQUIRED TO CONSTRUCT PROPOSED IMPROVEMENTS.

UTILITY NOTES:

EXISTING UTILITIES DISCLAIMER:

THESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED

IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND.

UTILITY NOTES

1. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS ON UTILITY RELOCATIONS AND ADJUSTMENTS. REFER

TO COVER SHEET FOR UTILITY OWNER INFORMATION.

2. CONTRACTOR SHALL ADJUST ALL UTILITIES INCLUDING BUT NOT LIMITED TO VALVES, MANHOLES, VAULTS, HYDRANTS, COMMUNICATION POST/BOXES , METERS, ETC., TO FINISH GRADE ELEVATION. COORDINATE WITH

UTILITY PROVIDERS AS REQUIRED.

3. CONTRACTOR RESPONSIBLE TO REROUTE AND/OR DEFLECT UTILITIES AS NEEDED TO CONSTRUCT PROPOSED

IMPROVEMENTS.

4. CONTRACTOR SHALL NOTIFY CIVIL ENGINEER IF ANY UTILITIES CONFLICT WITH PROPOSED IMPROVEMENTS.

5. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS IN ORDER TO STAY OPERATIONAL THROUGHOUT

DURATION OF PROJECT.

MAINTENANCE OF TRAFFIC NOTES:

1. CONTRACTOR TO MAINTAIN ACCESS TO SITE THROUGHOUT DURATION OF PROJECT.

N.T.S.

3' MIN.

2' MIN.

6" MIN.

6' MIN

SPACING

NOTES:

1. DIG TRENCH 6" DEEP.

2. LAY IN FABRIC TO BOTTOM OF TRENCH.

3. BACK TRENCH, COVERING FABRIC.

GROUND

LINE

COMMERCIAL SILT FENCE ON

UPSTREAM SIDE OF POSTS

5' METEL POST OR

2" X 2" WOOD POST

DIRECTION OF

FLOW

WIRE FENCE - WHERE REQUIRED

SILT FENCE

CONST. CONCRETE PAD FOR

GENERATOR (BY OTHERS).

SEE DETAIL "A" AND "B" (THIS SHEET)

FOR REFERENCE.

PINEVIEW

ELEMENTARY

SCHOOL

EXIST. MECHANICAL ROOM

AND GENERATOR

EXIST. TRANSFORMER

APPROXIMATE LOCATION

OF EXIST. MECHANICAL

ROOM ON 2ND FLOOR

EXISTING MDP2 &

EXISTING PANEL PCY

LOCATED HERE

INSTALL NEW CONDUIT AND WIRING FROM EXISTING

MDP2 TO THE NEW ENCLOSED CIRCUIT BREAKER "GLC

XFMR DISCONNECT" TO BE LOCATED AT THE

GENERATOR. ROUTE AS REQUIRED.

SEE ELECTRICAL DRAWINGS FOR DETAILS

CONTRACTOR TO FIELD LOCATE NEW SERVICE DISCONNECT

SWITCHBOARD #1, SERVICE DISCONNECT SWITCHBOARD #2,

ATS-1, AND ATS-2 IN THIS AREA.

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL

EXISTING UNDERGROUND UTILITIES.

CONTRACTOR SHALL LOCATE THE EXISTING ENCASED SERVICE

CONDUITS FROM THE PAD MOUNT TRANSFORMER TO EACH

BUILDING AND MODIFY AS REQUIRED FOR THE NEW

CONFIGURATION. DESIGN INTENT IS FOR THE EXISTING CONDUITS

UNDER THE BUILDING SLABS TO THE EXISTING SWITCHBOARDS

MDP1 AND MDP2 TO BE REUSED.

EXISTING SWBD MDP1

LOCATED HERE ON 2ND

FLOOR.

20'

12'

19.16'

3.58' 3.58'

30.92'19.96'

3.57'

APPROVED BY

CHECKED BY

REVISIONS

SHEET NO.

TITLE

DRAWN BY

DATE

PROJECT NO.

SCALE

SEAL

NO. DESCRIPTION DATE

OF

JUSTIN H. FORD

74746

EB # 8794

M. ZALESKI

J.FORD

J.FORD

FEBRUARY 2026

50190826

C4.0

SU

W

AN

N

EE

C

O U

N

TY

LI

VE

O

AK

. F L

PI

N

EV

IE

W E

LE

M

EN

TA

R Y

G

EN

ER

AT

O R

SITE PLAN

20'0' 10' 40'

SCALE: 1" = 20'

Fe br ua ry

6, (1

6:

:4

ES

T)

Q :\5

SU

W

AN

N

EE

C

O U

N

TY

P

IN

EV

IE

W E

LE

M

EN

TA

R Y

G

EN

ER

AT

O R

\C

AD

\C

IV

IL

\P

R O

D U

C

TI

O N

\C 4.

SI

TE

P

LA

N

.D W

G

Dewberry Engineers Inc.

2700 S. Blairstone Road., Suite 204 D Tallahassee, FL 32301 850.523.0062

GENERATOR PAD DETAIL "B"

NTS

GENERATOR PAD DETAIL "A"

NTS