S02 - Drawings - 16 Mar 2021.pdf

PROJECT

SITE

Bay Pines National Cemetery

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601 (828)315-9962

Roadway and Drainage Improvements

830CM3018

March 16, 2021

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

COVER SHEET / INDEX OF

DRAWINGS

1 18

AutoCAD SHX Text Roadway and Drainage Improvements

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MARCH 16, 2021

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DEPARTMENT OF VETERANS AFFAIRS

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%%UOWNER

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NATIONAL CEMETERY ADMINISTRATION

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PROJECT NUMBER: 830CM3018

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BID DOCUMENTS

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DEPARTMENT OF VETERANS AFFAIRS

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%%UOWNER

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NATIONAL CEMETERY ADMINISTRATION

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%%USHEET INDEX

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%%UGENERAL NOTES

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%%UPROJECT TEAM

AutoCAD SHX Text NAME ROLE ROLE JG&A LANDSCAPE ARCHITECT-LEAD DESIGNER LANDSCAPE ARCHITECT-LEAD DESIGNER WOOD STORMWATER CONTROL AND ARCHITECTURE STORMWATER CONTROL AND ARCHITECTURE ATRIAX GROUP CIVIL ENGINEERINGCIVIL ENGINEERING

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SHEET DWG. SHEET TITLEDWG. SHEET TITLESHEET TITLE

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1. G-101 COVER SHEET / INDEX OF DRAWINGS G-101 COVER SHEET / INDEX OF DRAWINGS COVER SHEET / INDEX OF DRAWINGS 2. V-101 EXISTING CONDITIONS PLAN V-101 EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN 3. C-101 OVERALL SITE PLAN C-101 OVERALL SITE PLAN OVERALL SITE PLAN 4. C-102 EROSION CONTROL PLAN C-102 EROSION CONTROL PLAN EROSION CONTROL PLAN 5. C-103 OVERALL PAVING AND PHASING PLAN C-103 OVERALL PAVING AND PHASING PLAN OVERALL PAVING AND PHASING PLAN 6. C-104 LAYOUT AND GRADING PLAN AREA A C-104 LAYOUT AND GRADING PLAN AREA A LAYOUT AND GRADING PLAN AREA A 7. C-105 LAYOUT AND GRADING PLAN AREA B C-105 LAYOUT AND GRADING PLAN AREA B LAYOUT AND GRADING PLAN AREA B 8. C-106 POND IMPROVEMENT PLAN C-106 POND IMPROVEMENT PLAN POND IMPROVEMENT PLAN 9. C-201 SOUTH LOOP PLAN AND PROFILE C-201 SOUTH LOOP PLAN AND PROFILE SOUTH LOOP PLAN AND PROFILE 10. C-202 EAST LOOP PLAN AND PROFILE C-202 EAST LOOP PLAN AND PROFILE EAST LOOP PLAN AND PROFILE 11. C-203 NORTH LOOP PLAN AND PROFILE C-203 NORTH LOOP PLAN AND PROFILE NORTH LOOP PLAN AND PROFILE 12. C-204 STORM DRAIN PLAN AND PROFILE C-204 STORM DRAIN PLAN AND PROFILE STORM DRAIN PLAN AND PROFILE 13. C-501 EROSION CONTROL DETAILS C-501 EROSION CONTROL DETAILS EROSION CONTROL DETAILS 14. C-502 SITE DETAILS -1 C-502 SITE DETAILS -1 SITE DETAILS -1 15. C-503 SITE DETAILS -2 C-503 SITE DETAILS -2 SITE DETAILS -2 16. C-504 DRAINAGE DETAILS C-504 DRAINAGE DETAILS DRAINAGE DETAILS 17. A-101 COMMITTAL SHELTER CLOSET PLANS AND ELEVATIONS A-101 COMMITTAL SHELTER CLOSET PLANS AND ELEVATIONS COMMITTAL SHELTER CLOSET PLANS AND ELEVATIONS 18. A-102 COMMITTAL SHELTER CLOSET SCHEDULE AND DETAILSA-102 COMMITTAL SHELTER CLOSET SCHEDULE AND DETAILSCOMMITTAL SHELTER CLOSET SCHEDULE AND DETAILS

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AutoCAD SHX Text A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF APPLICABLE LAWS, ORDINANCES, AND CODES. B. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY APPLICABLE PERMITS. C. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE COR ANY DEFICIENCIES. THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND IMMEDIATELY REPORT ANY DEFICIENCIES. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND PROPOSED POINT OF CONNECTION (P.O.C.) LOCATIONS AND REPORT ANY DISCREPANCY TO THE COR IMMEDIATELY. D. CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND SHALL COORDINATE ALL CONSTRUCTION EFFORTS WITH COR'S REQUIREMENTS. E. MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS MATERIALS INDICATED TO BE DEMOLISHED AND WASTE MATERIALS ENCOUNTERED IN THE WORK SHALL BE LEGALLY DISPOSED OF OFF SITE BY CONTRACTOR. F. PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. SEE 01 57 PROTECT TREES AND OTHER NATURAL FEATURES TO REMAIN. SEE 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. G. PROTECT EXISTING LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, PROTECT EXISTING LANDSCAPING, IRRIGATION, BENCH MARKS, UTILITIES, SIDEWALKS, GRAVESTONES, PAVING AND CURBS FROM EQUIPMENT, VEHICULAR TRAFFIC AND GENERAL CONSTRUCTION ACTIVITIES. DAMAGED ITEMS INTENDED TO REMAIN SHALL BE REPLACED OR REPAIRED AT NO EXPENSE TO THE GOVERNMENT. DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. H. NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO NOTIFY UTILITY LOCATOR SERVICE AT LEAST 3 WORKING DAYS PRIOR TO ANY DIGGING OR EXCAVATION. CALL SUNSHINE 811.

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AutoCAD SHX Text Bay Pines National Cemetery

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text G-101

10569 9.556

MH-SEWER PUMP STATION D-3.35

A S

P H

A L T P A V E M E N

T

A S P H A L T P A V

E M

E

N

T

A S P H A L T P A V E M E N T

A S

P H

A L

T

P A

V E

M E N T

CONC. WALK RAMP

C O

N C

.CONC. W

ALK

CONC. WALK

POW / MIA

MEMORIAL

C O

N C

S

I D

EWA L K

CONC.

CONC.

C O N C . S I D E W A L K

6' C.L.F. 6' C.L.F.6' C.L.F.

GATE

CONC.

SLA

B

RETENTION

POND

RETENTION

POND

RETENTION

POND

RETENTION

POND

CONC.

SPILLW

AY

C O

N C

. W

AL

K

C O

N C

. W

AL

K

CONC. WALK

RECLAIMED

WATER SIGN

SPEED

LIMIT

SIGN

SPEED

LIM

IT

SIG

N

SPEED

LIM

IT

SIG

N

WRONG

WAY

SIGN

ONE WAY

SIGN

BRICK

SPEED

LIMIT

SIGN

NO PARKING

SIGN

DO N

OT

ENTE

R

SIG

N

SP

EE

D

LIM

IT

SI

GN

KEEP OF GRASS SIGN

CONC.

HEAD

WALL

ONE STORY

C.B.S

AND

ALUMINUM

BUILDING

CONCRETE WALK

RECLA

IM

ED

W

ATE

R

SIG

N

NO LE

FT

TU

RN

SIG

N

6.218

WEDGE-POND

6.400

WEDGE-DRAIN

6.394

WEDGE-DRAIN

6.412

WEDGE-DRAIN5004

6.401

WEDGE-DRAIN

10569 9.556

MH-SEWER PUMP STATION D-3.35

DRAIN INLET

19" CMP (NW)

INV. ELV.=4.33'

21" CMP (SE)

INV.ELV.=4.32'

DRAIN INLET

20" CMP (NE)

INV. ELV.=4.54'

21" CMP (SE)

INV.ELV.=4.42'

DRAIN INLET

20" CMP (SW)

INV. ELV.=4.74'

DRAIN INLET

12" RCP (E)

INV. ELV.=4.98'

MHD

RIM ELV.=9.35'

12" RCP (W)

INV. ELV.=4.73'

18" RCP (S)

INV. ELV.=4.78'

MHD

RIM ELV.=9.26'

18" CMP (N)

INV. ELV.=4.25'

18" CMP (SW)

INV.ELV.=4.22'

C.B.

12" R

CP (N

E)

INV. ELV.=5.28'

C.B.

12" R

CP

INV. ELV.=5.38'

12" R

CP

INV. ELV.=5.48'

8" CMP

TOP OF PIPE

ELV.=3.53'

24" CMP

TOP OF PIPE

ELV.=4.55'

24" CMP

TOP OF PIPE

ELV.=4.35'

18" CMP

TOP OF PIPE

ELV.=4.45'

28" CMP

TOP OF PIPE

ELV.=3.55'

MHD

RIM ELV.=7.00'

24" RCP (SE)

INV. ELV.=1.03'

24" RCP (NW)

INV. ELV.=1.01'

DRAIN INLET

24" C

MP

INV. ELV.=5.20'

(MULTI-LEVEL)

24" C

MP

INV. ELV.=4.47'

DRAIN INLET

24" C

MP

INV. ELV.=4.02'

18" C

MP

INV. ELV.=4.48'

12" R

CP

INV. ELV.=4.62'

12" R

CP

INV. ELV.=4.80'

DRAIN INLET

26" CPP (SW)

INV. ELV.=4.75'

20" CMP (NW)

INV. ELV.=4.04'

24" CPP (NE)

INV. ELV.=5.13'

DRAIN INLET

24" CMP (SW)

INV. ELV.=5.23''

24" CMP (SE)

INV.ELV.=5.26'

DRAIN INLET

24" CPP (NW)

INV. ELV.=5.12'

15" RCP (SE)

INV. ELV.=6.35'

DRAIN INLET

15" RCP (NW)

INV. ELV.=6.29'

15" RCP (SE)

INV. ELV.=6.26'

DRAIN INLET

RIM ELV. = 8.43'

BOTTOM ELV. 2.43

(NO PIPES SEEN

FILED BY WATER

AND DIRT)

DRAIN INLET

8" RCP (NE)

INV. ELV.=4.35'

NO CONNECTION

POINT FOUND

FOR THIS PIPE

DRAIN INLET

15" RCP (NW)

INV. ELV.=5.82'

24" CPP (SE)

INV. ELV.=4.16'

6" CPP (SW)

INV. ELV.=5.75'

DRAIN INLET

24" CPP (NW)

INV. ELV.=4.00''

24" CPP (SE)

INV. ELV.=4.15'

DRAIN

IN

LE

T

" C

PP (S

W

IN

V. E

LV

.=4

.57

" R

CP (N

E)

IN

V. E

LV

.=4

.66

DRAIN

IN

LE

T

" C

PP (S

W

IN

V. E

LV

.=4

.65

" R

CP (N

E)

IN

V. E

LV

.=4

.64

DRAIN

IN

LE

T

" C

PP (S

W

IN

V. E

LV

.=4

.79

" C

PP (N

E)

IN

V. E

LV

.=4

.82

DRAIN INLET

30" CPP (NW)

TOP OF PIPE

ELV.=7.11'

36" CMP (E)

TOP OF PIPE

ELV.=6.49'

24" CPP

TOP OF PIPE

ELV.= 5.87'

DRAIN INLET

36" CMP (W)

TOP OF PIPE

ELV.=6.19

36" CMP (E)

TOP OF PIPE

ELV.=6.36'

8" CMP (N)

INV. ELV.=6.40'

DRAIN INLET

36" CMP (W)

TOP OF PIPE

ELV.=6.17'

36" CMP (E)

TOP OF PIPE

ELV.=6.10'

8" CMP (N)

INV. ELV.=5.92'

DRAIN INLET

36" CMP (W)

TOP OF PIPE

ELV.=6.20'

36" CMP (NE)

TOP OF PIPE

ELV.=6.23'

24" UNK

TOP OF PIPE

ELV.= 5.57'

24" (UNK)

TOP OF PIPE

ELV.= 5.46'

C.B.

8" PVC (S)

INV.ELV.=7.45'

A S

P

H A L T P A V E M E

N T

ASPHALT PAVEMENT

ASPHALT PAVEMENT

AS

PH

AL

T

PA

VE

MEN

T

AS

PH

AL

T

PA

VE

MEN

T

AS

PH

AL

T

PA

VE

MEN

T

A S P H A L T P A V

E M

E

N

T

A S P H A L T P A V E M E N T

A S

P H

A

V E

M E N T

POW / MIA

MEMORIAL

COVERED

BRICK PAD

BR

IC

K W

AL

K

6' C.L.F.

6' C.L.F.

6' C.L.F.

GATE

6' C.L.F.

6' C

.L .F

BAY PINES

NATIONAL

CEMETERY

ENTRY SIGN

CEMETERY

EMPLOYEE

PARKING ONLY

SIGN

9'

8'

7'

8'

8'

8'

8'

5'

4'

3'2'2'3'4'

5'

6'

7'

8'

9'

9'

10'

10'

10'

9'

8'

7'

7'

6' 6'

7'

8'

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9'

9'

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10'

6'

5'

4'

3' 2'

2' 3'

4'5'

6'

7'

8'

9'

3'

4' 5'

6' 7'

8'

3'

3'

4'

5'

6'

7'

8'

9'

10'

10'

11'

10'

10'

9'

8'

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6'

5'

4'

10'

10'

10'

10'

10'

9'

9'

8' 7'

6' 5'

4' 3'

3'

3'

3'

3' 2'

8'

7'

8'

9'

10' 10'

10'

9'

9'

9'

8' 7'

6'

6'

6'

6'

7'

7'

7'

7'

7'

6'

7'

2'

3' 4' 5'

6' 7' 8'

9'

10'

9'

8'

7'

6'

5'

4'

4'

4'

3'

4' 5' 6' 7' 8'

8'

7' 7' 8' 9' 9' 8'

7' 6'

5' 4'

2'

2'

2'

2' 3' 4'

5' 6'

7' 8'

9' 8'

7' 6'

5' 4'

4'

4'

4'

2'

3'

3' 4'

5' 6'

7' 8' 9'

9'

8'

7'

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7' 6'

7'

7'

7'7'

7'

7'

7'

7'

8'8'

7' 6'

5'

4'

6'

5' 4'

3'

7' 6'

9'

8'

7'

6'

5'

4'

8'

8'

9'

9' 8'

7' 6'

5' 4'

3'

9'

10'

9'

8'

7'

11'

9'

8'

8'

8' 7'

6'5' 4'

4'

4' 5'

6' 7'

8'

8'

8'

8'

7'

6' 5'

4'

4' 5' 6'

7'

9'

9'

9' 9'

9'

9'

10'

10'

10'

'10

11'

10'

10'

9'

9'

9'

8' 7'

6'

5'

5'

6'7' 8'

8'

9' 8' 7' 6' 5'

5' 6' 7'

8'

9'

9' 9'

10'

10'

9'

'10

' 10'

11'

10'

9'

10'

10'

9'

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11'

10'

10'

10'

10'

10'

10'

10'

9'

9'

9'

9'

9'

9'

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10'

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11'

11'

10'

10'

10'

'10'

9'

9'

9'

9'

8'

8'

9'

10'

10'

10'

8'

9'

8'

9'

9'

10'

10'

9'

10'

9'

9'

9'

8'

8'

7'

7'

7'

9'

8'

8'

9'

9'

9'

9'8'

DRAIN INLET

FULL OF WATER

NO ACCESS TO

INVERTS

MANHOLE

FULL OF WATER

NO ACCESS TO

INVERTS

DRAIN INLET

FULL OF WATER

NO ACCESS TO

INVERTS

DRAIN INLET

FULL OF WATER

NO ACCESS TO

INVERTS

PUMP STATION

FULL OF WATER

30" CPP

INVERT ELV.= 4.51' PUMP STATION

12" CPP (S)

INVERT ELEV. 6.19'

HOOVER BOULEVARD

DRAIN PIPE SIZE ARE AS MEASURED IN THE FIELD. DIFFERENCE BETWEEN MEASURED AND TYPICAL MAY BE DUE TO

DEFORMATION SUFFERED DURING INSTALLATION AND / OR OTHER ENVIRONMENTAL FACTORS.

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601 (828)315-9962

Roadway and Drainage Improvements

830CM3018

March 16, 2021

Bay Pines National Cemetery 10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

BID DOCUMENTS

PWFD

EXISTING CONDITIONS PLAN

2 18

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PAVERS

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GATE

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CONC

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AutoCAD SHX Text LEGEND AND ABBREVIATIONS AT = AERIAL TARGET = AERIAL TARGET C.B.S = CONCRETE BLOCK STRUCTURE = CONCRETE BLOCK STRUCTURE C.L.F = CHAIN LINK FENCE = CHAIN LINK FENCE CMP = CORRUGATED METAL PIPE = CORRUGATED METAL PIPE CONC. = CONCRETE = CONCRETE CPP = CORRUGATED PLASTIC PIPE = CORRUGATED PLASTIC PIPE ELV. = ELEVATION = ELEVATION INV. = INVERT = INVERT MHD = MAN HOLE DRAINAGE = MAN HOLE DRAINAGE No. = NUMBER = NUMBER PLA =PLASTIC =PLASTIC PLS = PROFESSIONAL LAND SURVEYOR = PROFESSIONAL LAND SURVEYOR PSM = PROFESSIONAL SURVEYOR AND MAPPER = PROFESSIONAL SURVEYOR AND MAPPER RCP = REINFORCED CONCRETE PIPE= REINFORCED CONCRETE PIPE

AutoCAD SHX Text = AERIAL TARGET = BENCH = FIRE HYDRANT = FLAG POLE = HAND HOLE IRRIGATION = LIGHT POLE = MAN HOLE DRAINAGE = MAN HOLE ELECTRIC = MAN HOLE UTILITY = SIGN SINGLE POST = SPOT ELEVATION = TREE = VALVE NON-POTABLE WATER BOX = VALVE COVER NON-POTABLE WATER = WATER VALVE = FENCE LINE = VEGETATION LINE = CONTOUR LINE AND ELEVATION

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ELEC

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WV

AutoCAD SHX Text SURVEYOR'S NOTES: 1. THIS TOPOGRAPHIC SURVEY IS OF THE IMPROVEMENTS AND UTILITIES SHOWN HEREON, AS EVIDENCED BY ABOVE GROUND FEATURES, AND UNDERGROUND UTILITIES, AS DESCRIBED BELOW. 2. THIS IS NOT A BOUNDARY SURVEY. 3. THE COORDINATES AND BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT, IN U.S. FEET, DERIVED FROM THE FLORIDA PERMANENT REFERENCE NETWORK (FPRN) 4. VERTICAL CONTROL ON THIS PROJECT IS BASED ON CONTROL POINTS PROVIDED BY CLIENT. THE ELEVATIONS SHOWN HEREON WERE STABLISHED BY A CLOSED LEVEL LOOP, USING DIFFERENTIAL LEVELING TECHNIQUES, BETWEEN THE FOLLOWING PROVIDED CONTROL POINTS: C1: FOUND IRON REBAR FOUND IRON REBAR AND CAP (ILLEGIBLE) N: 1,263,318.595, E: 406,592.6162, ELV: 8.57 AND C2: FOUND MAG NAIL & DISK FOUND MAG NAIL & DISK STAMPED T.P.-R.P. LB 6901 N: 1,263,691.533 E: 406,129.7512 ELV: 8.19' 5. DRAIN PIPE SIZE ARE AS MEASURED IN THE FIELD. DIFFERENCE BETWEEN MEASURED AND TYPICAL MAY BE DUE TO 6. NO UNDERGROUND UTILITIES WERE MARKED OR LOCATED BY GPI. 7. COPIES OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSE PROFESSIONAL SURVEYOR AND MAPPER LISTED HEREON. 8. ADDITIONS OR DELETIONS TO MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. TREE SURVEY WAS EXCLUDED FROM SCOPE OF SERVICES 10. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS COLLECTED IN THE FIELD BETWEEN JULY 07, 2020 THROUGH AUGUST 03, 2020.

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VA FORM 08-6231

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NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601 (828)315-9962

Roadway and Drainage Improvements

830CM3018

Bay Pines National Cemetery

10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

March 16, 2021

BID DOCUMENTS

WTH WM

N

Scale: 1" = 50' - 0"

OVERALL SITE PLAN

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AutoCAD SHX Text 10' WIDE TEMPORARY HAUL ROAD - PROVIDE GEOTEXTILE FABRIC AND 8" DEPTH OF FDOT #2 STONE - AT CONCLUSION OF WORK REMOVE HAUL ROAD MATERIALS, TILL AND SOD

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OVERALL SITE PLAN

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AutoCAD SHX Text KEYNOTES: CONTRACTOR STAGING AREA REFER TO C-106 FOR POND IMPROVEMENT PLAN CONSTRUCTION SIGN, 1/C-502 SAFETY SIGN, 2/C-502 REFER TO C-103 FOR PAVING PLAN REFER TO A-101 FOR COMMITTAL SERVICE SHELTER IMPROVEMENTS. TEMPORARY COMMITTAL SERVICE SHELTER. NEW CORTEGE LANE.

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AutoCAD SHX Text GENERAL NOTES: 1. GRADE THE SITE TO DRAIN FREELY. GRADE THE SITE TO DRAIN FREELY. 2. THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE CONSTRUCTION SITE FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE REUSED AS BACKFILL. 3. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR TOPSOIL. 4. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING WITH NEW. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. TACK EXPOSED EDGES PRIOR TO PLACEMENT OF NEW PAVEMENT. 5. SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT. SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT. 6. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY UNDERGROUND FACILITY SHOWN. OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF ANY SUCH FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE PROPOSED WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES TO REMAIN. 7. PROTECT EXISTING GRAVESITES AND GRAVE MARKERS. PROTECT EXISTING GRAVESITES AND GRAVE MARKERS. 8. NO CONSTRUCTION ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF NO CONSTRUCTION ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF DISTURBANCE. 9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. 10. CONTRACTOR SHALL REPAIR/RESTORE DISTURBED LANDSCAPE AREAS CONTRACTOR SHALL REPAIR/RESTORE DISTURBED LANDSCAPE AREAS IMPACTED BY CONSTRUCTION ACTIVITIES. PLANTING AND AREAS TO BE RESTORED/REPLACED SHALL BE INSTALLED PER SECTION 32 90 00 - PLANTING. 11. REFER TO 1 00 00 GENERAL REQUIREMENTS FOR CONSTRUCTION REFER TO 1 00 00 GENERAL REQUIREMENTS FOR CONSTRUCTION FENCE REQUIREMENTS. 12. HEIGHT RESTRICTIONS ON ALL EQUIPMENT WILL BE ENFORCED UNDER HEIGHT RESTRICTIONS ON ALL EQUIPMENT WILL BE ENFORCED UNDER THE LIVE OAKS. ANY PRUNING MUST BE APPROVED BY CO/COR. EACH UNAUTHORIZED PRUNING CUT WILL INCUR A $500 FINE.

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NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601 (828)315-9962

Roadway and Drainage Improvements

830CM3018

Bay Pines National Cemetery

10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

March 16, 2021

BID DOCUMENTS

WTH WM

N

SF

Scale: 1" = 50' - 0"

EROSION CONTROL PLAN

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AutoCAD SHX Text SHEETS C-102, C-103, C-104, C-105, C-106, C-201, C-202, C-203, C-204, C-501, C-502, C-504 HAVE BEEN ELECTRONICALLY SIGNED AND SEALED BY WILLIAM T. HAMBLIN, PE (#90231), USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C.51G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY IdenTrust. PLEASE REFERENCE SHEET C-101 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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AutoCAD SHX Text EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LIMIT OF DISTURBANCE/ LIMIT OF CONSTRUCTION SILT FENCE OR FILTER LOGS SOIL TRACKING PREVENTION DEVICE

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AutoCAD SHX Text KEYNOTES: PROVIDE SOIL TRACKING PREVENTION DEVICE WHEN CONSTRUCTION ACTIVITIES OCCUR IN THIS AREA. 3/C-501 INSTALL SILT FENCE OR FILTER LOGS WHEN AREA IS DISTURBED FOR CONSTRUCTION ACTIVITIES. 1/C-501 OR 6/C-501 INSTALL CHANNEL STABILIZATION. 4/C-501 INSTALL INLET PROTECTION AT ALL STORMWATER INLETS AFFECTED BY CONSTRUCTION ACTIVITIES. 2/C-501 INSTALL TURBIDITY CURTAINS AS NECESSARY DURING POND IMPROVEMENTS. 5/C-501

AutoCAD SHX Text EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES AS INDICATED ON THE DRAWINGS AS SOON AS POSSIBLE AFTER CONSTRUCTION BEGINS. 2. SEDIMENT CONTROL MEASURES SHALL COMPLY WITH THE LATEST SEDIMENT CONTROL MEASURES SHALL COMPLY WITH THE LATEST VERSION OF SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT STANDARDS AND SPECIFICATIONS FOR EROSION CONTROL. 3. CONTRACTOR SHALL MAINTAIN ALL EROSION AND SEDIMENTATION CONTRACTOR SHALL MAINTAIN ALL EROSION AND SEDIMENTATION CONTROLS UNTIL THE CONTRACT HAS BEEN COMPLETED AND ACCEPTED, SUCH MAINTENANCE INCLUDES: 3.1. REPAIR OF ALL DAMAGED INSTALLATIONS REPAIR OF ALL DAMAGED INSTALLATIONS 3.2. REPLACEMENT OF LOST FACILITIES REPLACEMENT OF LOST FACILITIES 3.3. PERIODIC REMOVAL OF COLLECTED SILT AND SEDIMENTATION AS PERIODIC REMOVAL OF COLLECTED SILT AND SEDIMENTATION AS REQUIRED OR DIRECTED TO MAINTAIN EFFECTIVENESS OF THE SILT TRAPS AND FILTERS. 4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AT ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AT THE COMPLETION OF CONSTRUCTION, UNLESS ORDERED BY THE OWNER/COTR,. CARE SHALL BE TAKEN DURING REMOVAL TO MINIMIZE SILTATION OF NEARBY DRAINAGE FEATURES. 5. NO SEDIMENT LADEN WATER SHALL BE DISCHARGED FROM THE SITE NO SEDIMENT LADEN WATER SHALL BE DISCHARGED FROM THE SITE AND NO TRACKING OF SEDIMENT ALONG CEMETERY ROADWAYS SHALL BE PERMITTED. ADJUST SOIL TRACKING DEVICE AS CONSTRUCTION PROGRESSES TO ACCOMMODATE SEQUENCING. 6. DURING CONSTRUCTION THE CONTRACTOR SHALL UTILIZE ITEMS AS DURING CONSTRUCTION THE CONTRACTOR SHALL UTILIZE ITEMS AS SHOWN ON THE PLANS AS REQUIRED TO MEET THE REQUIREMENTS OF THE SOIL EROSION AND SEDIMENTATION CONTROL ACT. DEPENDING ON THE CONTRACTOR'S CONSTRUCTION SCHEDULE AND SEQUENCE, ADDITIONAL MEASURES NOT SHOWN MAY BE REQUIRED TO COMPLY WITH THE ACT. 7. ALL DISTURBED AREAS SHALL BE TEMPORARILY STABILIZED AND ALL DISTURBED AREAS SHALL BE TEMPORARILY STABILIZED AND PROTECTION FROM EROSION UNTIL PERMANENT EROSION CONTROL IS ESTABLISHED. 8. ALL GRADED AREAS THAT ARE AT FINAL GRADE MUST BE STABILIZED ALL GRADED AREAS THAT ARE AT FINAL GRADE MUST BE STABILIZED WITHIN 7 DAYS. AREAS THAT WILL NOT BE WORKED AGAIN FOR 21 DAYS OR MORE MUST BE STABILIZED WITHIN 7 DAYS. 9. INSTALL INLET PROTECTION AT ALL STORMWATER INLETS AFFECTED BY INSTALL INLET PROTECTION AT ALL STORMWATER INLETS AFFECTED BY CONSTRUCTION ACTIVITIES. 10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS.CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS.

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MH-SEWER PUMP STATION D-3.35

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601 (828)315-9962

Roadway and Drainage Improvements

830CM3018

Bay Pines National Cemetery

10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

March 16, 2021

BID DOCUMENTS

WTH WM

N

FULL DEPTH REPAIR

(DETAIL 14/C-502)

1.5" MILL AND OVERLAY

(DETAIL 9/C-502)

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LIMIT OF DISTURBANCE/LIMIT OF

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PHASE LINE

VARIOUS DEPTH MILL AND OVERLAY

(DETAIL 8/C-502)

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AutoCAD SHX Text SHEETS C-102, C-103, C-104, C-105, C-106, C-201, C-202, C-203, C-204, C-501, C-502, C-504 HAVE BEEN ELECTRONICALLY SIGNED AND SEALED BY WILLIAM T. HAMBLIN, PE (#90231), USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C.51G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY IdenTrust. PLEASE REFERENCE SHEET C-101 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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AutoCAD SHX Text GENERAL NOTES: : 1. REFER TO C-502 FOR PAVING DETAILS. REFER TO C-502 FOR PAVING DETAILS. 2. CONSTRUCTION SEQUENCE FOR PAVING: CONSTRUCTION SEQUENCE FOR PAVING: 2.1. COMPLETE POND MODIFICATIONS COMPLETE POND MODIFICATIONS 2.1. DEMO AND PAVE AREA "1" COMPLETELY DEMO AND PAVE AREA "1" COMPLETELY 2.2. COMPLETE COMMITTAL SHELTER IMPROVEMENTS COMPLETE COMMITTAL SHELTER IMPROVEMENTS 2.3. MILL AND PAVE AREA "2" COMPLETELY MILL AND PAVE AREA "2" COMPLETELY 2.4. DEMO AND PAVE AREA "3" COMPLETELY DEMO AND PAVE AREA "3" COMPLETELY 2.5. DEMO AND PAVE AREA "4" COMPLETELY DEMO AND PAVE AREA "4" COMPLETELY 2.6. COMPLETE DRAINAGE SWALE COMPLETE DRAINAGE SWALE 2.7. DEMO, REGRADE AND PAVE AREA "5A" DEMO, REGRADE AND PAVE AREA "5A" COMPLETELY 2.8. DEMO, REGRADE AND PAVE AREA "5B" DEMO, REGRADE AND PAVE AREA "5B" COMPLETELY 3. A TRAFFIC MANAGEMENT PLAN SHALL BE DEVELOPED A TRAFFIC MANAGEMENT PLAN SHALL BE DEVELOPED BY THE CONTRACTOR ALONGSIDE THE PHASING PLAN. TRAFFIC MANAGEMENT PLAN AND PHASING PLAN TO BE APPROVED BY THE COR PRIOR TO PAVING. 4. PAVING SHALL BE CONDUCTED AT THE CONCLUSION PAVING SHALL BE CONDUCTED AT THE CONCLUSION OF THE OTHER CONSTRUCTION ITEMS TO AVOID DAMAGE FROM CONSTRUCTION TRAFFIC. 5. CONTRACTOR SHALL PROVIDE FLAGGERS AT EACH CONTRACTOR SHALL PROVIDE FLAGGERS AT EACH END OF AREAS OF 3 AND 4, WHEN CONSTRUCTION ACTIVITIES OCCUR IN AREAS 1, 3, AND 4. 6. IN LOCATIONS FOR FULL DEPTH REPAIR, CONTRACTOR IN LOCATIONS FOR FULL DEPTH REPAIR, CONTRACTOR SHALL REMOVE EXISTING ASPHALT AND CONCRETE EDGE CURBING ENTIRELY. 7. DURING COMMITTAL SERVICE SHELTER IMPROVEMENTS DURING COMMITTAL SERVICE SHELTER IMPROVEMENTS AND PAVING AREA 2, ESTABLISH TEMPORARY COMMITTAL SERVICE TENT, CONTRACTOR TO COORDINATE WITH CEMETERY.

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AREA 5B

LEGEND

MH-SEWER PUMP STATION D-3.35

NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601 (828)315-9962

Roadway and Drainage Improvements

830CM3018

Bay Pines National Cemetery

10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

March 16, 2021

BID DOCUMENTS

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N

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CONCRETE FLUME DETAIL

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AT-05

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INSTALL AREA INLET ALT #3 RIM 7.50 8" INV. OUT 5.48

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TAP EXISTING STRUCTURE ALT #3 MATCH EXISTING INV. 5.28±

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49' - 8" HDPE AT 0.40% ALT #3

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CORTEGE LANE SIGN SEE 3/C-503 (ALT 3)

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MATCH RADIUS AND ELEVATION OF NEW ASPHALT

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CONCRETE AND BASE PER DETAIL 4/C-502

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VA FORM 08-6231

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AutoCAD SHX Text SHEETS C-102, C-103, C-104, C-105, C-106, C-201, C-202, C-203, C-204, C-501, C-502, C-504 HAVE BEEN ELECTRONICALLY SIGNED AND SEALED BY WILLIAM T. HAMBLIN, PE (#90231), USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C.51G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY IdenTrust. PLEASE REFERENCE SHEET C-101 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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LIMIT OF DEMO AND NEW ASPHALT

AutoCAD SHX Text GENERAL NOTES: 1. GRADE THE SITE TO DRAIN FREELY. GRADE THE SITE TO DRAIN FREELY. 2. THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE THERE IS NO ON-SITE STORAGE AREAS OUTSIDE OF THE CONSTRUCTION SITE FOR EXCESS EXCAVATED SOILS OR FOR EXCAVATED SOILS TO BE REUSED AS BACKFILL. 3. CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON CONTRACTOR SHALL PROVIDE AN APPROPRIATE AREA OFF-SITE ON WHICH TO DISPOSE OF ALL SOILS NOT TO BE REUSED AS BACKFILL OR TOPSOIL. 4. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING WITH NEW. AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN, SMOOTH EDGE. TACK EXPOSED EDGES PRIOR TO PLACEMENT OF NEW PAVEMENT. 5. SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT. SPOT ELEVATIONS ARE AT EDGE OF PAVEMENT. 6. LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON PLANS ARE APPROXIMATE, BASED ON PROVIDED SURVEY. DESIGN ENGINEER ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF ANY UNDERGROUND FACILITY SHOWN. OTHER UNDERGROUND FACILITIES MAY EXIST THAT COULD BE UNCOVERED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE COR IF ANY SUCH FACILITIES CONFLICT OR INTERFERE WITH THE CONSTRUCTION OF THE PROPOSED WORK. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES TO REMAIN. 7. PROTECT EXISTING GRAVESITES AND GRAVE MARKERS. PROTECT EXISTING GRAVESITES AND GRAVE MARKERS. 8. NO CONSTRUCTION ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF NO CONSTRUCTION ACTIVITIES SHALL OCCUR OUTSIDE THE LIMIT OF DISTURBANCE. 9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPLICABLE PERMITS. 10. CONTRACTOR TO SOD ALL DISTURBED LAWN AREAS. CONTRACTOR TO SOD ALL DISTURBED LAWN AREAS. 11. REFER TO C-102 FOR EROSION CONTROL MEASURES.REFER TO C-102 FOR EROSION CONTROL MEASURES.

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AutoCAD SHX Text KEYNOTES: NEW DRAINAGE SWALE NEW CONCRETE FLUME. 2/C-104 DEMO EXISTING ASPHALT TO LIMITS SHOWN. REFER TO C-103 FOR SEQUENCING. GRADE THE ROUNDABOUT TO DRAIN TO NEW CONCRETE FLUME. INSTALL NEW FULL DEPTH ASPHALT AND BASE. INSTALL TREE PROTECTION AROUND EXISTING TREES. (TYP) DETAIL 7/C-501 EXISTING CURB TO REMAIN. NEW SINGLE SWING GATE AND LOCKING POSTS. 1/C-503. ALT #3 NEW DOUBLE SWING GATE AND LOCKING POSTS. 2/C-503. ALT #3 NEW ASPHALT CORTEGE LANE AND STRIPING. CONSTRUCT ONCE OTHER CONSTRUCTION ACTIVITIES ARE COMPLETE. REFER TO DETAIL 14/C-502. ALT #3

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NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC

3225 Shallowford Rd NE

Marietta, GA 30062

770-321-4040

Atriax Pllc

102 3rd Avenue N.E.

Hickory, NC 28601

(828)315-9962

Roadway and Drainage Improvements

830CM3018

Bay Pines National Cemetery

10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100

Kennesaw, GA 30144

(770) 421-3400

March 16, 2021

BID DOCUMENTS

WTH WM

N

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VA FORM 08-6231

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AutoCAD SHX Text SHEETS C-102, C-103, C-104, C-105, C-106, C-201, C-202, C-203, C-204, C-501, C-502, C-504 HAVE BEEN ELECTRONICALLY SIGNED AND SEALED BY WILLIAM T. HAMBLIN, PE (#90231), USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C.51G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY IdenTrust. PLEASE REFERENCE SHEET C-101 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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LAYOUT AND GRADING PLAN AREA B

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LEGEND

AutoCAD SHX Text KEYNOTES: REMOVE EXISTING 6' WIDE SIDEWALK. CONSTRUCT NEW 6' WIDE SIDEWALK AT PROPOSED ELEVATIONS. DETAILS 4/C-502 AND 8/C-502. EXISTING CROWNED ROAD AROUND THE CSS SHALL BE MILLED TO A DEPTH TO PROVIDE A MINIMUM OF 1.5" OF NEW SURFACE COURSE. THE NEW ROAD AROUND THE CSS WILL BE SUPERELEVATED, AND SLOPE AWAY FROM THE CSS. CROSS SLOPE WILL VARY BETWEEN 1%-2%. THE SLOPE OF THE LOOP SHALL BE CONSTRUCTED BY INSTALLING ADDITIONAL THICKNESS OF ASPHALT ALONG THE INSIDE RADIUS, TAPERING TOWARDS THE OUTSIDE RADIUS. REFER TO DETAIL 8/C-502. LIMIT OF STANDARD MILL AND OVERLAY STANDARD 1.5" MILL AND OVERLAY, REFER TO C-103.

AutoCAD SHX Text GENERAL NOTES: 1. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES AS INDICATED ON C-102. 2. SOD ANY DISTURBED LAWN AREAS.SOD ANY DISTURBED LAWN AREAS.

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NATIONAL CEMETERY

ADMINISTRATION

OFFICE OF DESIGN

AND CONSTRUCTION

John Gallup & Associates, LLC 3225 Shallowford Rd NE Marietta, GA 30062 770-321-4040

Atriax Pllc 102 3rd Avenue N.E.

Hickory, NC 28601 (828)315-9962

Roadway and Drainage Improvements

830CM3018

Bay Pines National Cemetery

10000 Bay Pines Blvd, St Petersburg, FL 33708

Environment & Infrastructure Solutions, Inc.

1075 Big Shanty Road, NW Suite 100 Kennesaw, GA 30144

(770) 421-3400

March 16, 2021

BID DOCUMENTS

WTH WM

N

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PONDS 2 AND 3 IMPROVEMENTS

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VA FORM 08-6231

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AutoCAD SHX Text SHEETS C-102, C-103, C-104, C-105, C-106, C-201, C-202, C-203, C-204, C-501, C-502, C-504 HAVE BEEN ELECTRONICALLY SIGNED AND SEALED BY WILLIAM T. HAMBLIN, PE (#90231), USING A DIGITAL SIGNATURE IN ACCORDANCE WITH F.A.C.51G15-23.004, WITH A DIGITAL CERTIFICATE ISSUED BY IdenTrust. PLEASE REFERENCE SHEET C-101 TO VIEW THE SIGNATURE AND VERIFY ITS PROPERTIES. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

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1. CONSULT WITH CEMETERY STAFF TO DETERMINE STATUS OF IRRIGATION PUMP SYSTEM THAT DRAWS WATER FROM THE CONSULT WITH CEMETERY STAFF TO DETERMINE STATUS OF IRRIGATION PUMP SYSTEM THAT DRAWS WATER FROM THE STORMWATER DETENTION PONDS. IF PUMP IS IN ACCEPTABLE WORKING CONDITION NO FURTHER ACTION SHOULD BE REQUIRED. 2. IF THE PONDS CANNOT BE DRAINED ENTIRELY USING THE SYSTEM IN PLACE, PUMP WATER FROM THE STORMWATER IF THE PONDS CANNOT BE DRAINED ENTIRELY USING THE SYSTEM IN PLACE, PUMP WATER FROM THE STORMWATER PONDS DIRECTLY INTO THE IRRIGATION HOLDING POND. CONTRACTOR HAS THE OPTION OF PUMPING BETWEEN THE THREE STORMWATER PONDS IF IT BENEFITS THE OPERATION. CONTRACTOR SHALL SUBMIT A WORK PLAN AND SCHEDULE IF THIS METHOD IS DESIRED. USE OF SANDBAGS OR COFFERDAMS MAY BE REQUIRED TO BLOCK INFLOWS/OUTFLOWS IF WATER IS NOT BEING DIRECTLY PUMPED INTO THE IRRIGATION HOLDING POND. 3. NO SEDIMENT LADEN WATER SHALL BE DISCHARGED FROM THE SITE AND NO TRACKING OF SEDIMENT ALONG NO SEDIMENT LADEN WATER SHALL BE DISCHARGED FROM THE SITE AND NO TRACKING OF SEDIMENT ALONG CEMETERY ROADWAYS SHALL BE PERMITTED. TURBIDITY CURTAINS OR OTHER EROSION CONTROL MEASURES MAY BE NECESSARY INSIDE THE PONDS TO PREVENT TRANSFER OF SEDIMENT LADEN WATER BETWEEN PONDS. 4. REMOVE VEGETATION AND ACCUMULATED SEDIMENT TO FINAL GRADE AS DEPICTED ON THE PLAN (4:1 SLOPE TO REMOVE VEGETATION AND ACCUMULATED SEDIMENT TO FINAL GRADE AS DEPICTED ON THE PLAN (4:1 SLOPE TO BOTTOM CONTOUR). 5. STABILIZE IMMEDIATELY WITH DETENTION BASIN SEED MIX.