P01-Gravel lots Project Plans final.pdf

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s c o v e r d w g e d i t b f i e l s a v e d

A

M p o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

DEPARTMENT OF VETERANS AFFAIRS

ST. PETERSBURG GRAVEL PARKING

VA PROJECT NO. VB3238

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, ARCHITECTURE, LANDSCAPE ARCHITECTURE,

PLANNING, ENVIRONMENTAL, CIVIL ENGINEERING, LAND SURVEY

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: ERIC SAUTBINE, PROJECT MANAGER

PHONE: (763) 412-4000

IMEG CORP.

STRUCTURAL ENGINEERING, MECHANICAL

ENGINEERING, ELECTRICAL ENGINEERING

14755 PRESTON ROAD; STE 845

DALLAS, TX 75254

CONTACT: MARIO ARREDONDO

PHONE: (972) 239-6100

CPMI

COST ESTIMATOR

3265 NORTHWOOD CIRCLE, SUITE 170

EAGAN, MN 55121

CONTACT: BRYAN BERTRAND

PHONE: (515) 697-1048

TERRACON

GEOTECHNICAL ENGINEER

6911 BLANCO ROAD

SAN ANTONIO, TX 78216

CONTACT: STEPHAN KNAUSS

PHONE: (813) 321-0326

VICINITY MAP LOCATION MAP

N.T.S.

N

N.T.S.

GI-001

COVER

ES BF

Sheet List Table

Sheet

Number

Sheet Title

GI-001 COVER

GC-001 CONSTRUCTION ACCESS

GC-002 PROJECT PHASING PLAN

V-100 EXISTING CONDITIONS SURVEY

CD-101 DEMOLITION PLAN - NORTH PARKING LOT

CD-102 DEMOLITION PLAN - SOUTH PARKING LOT

CS-101 SITE PLAN - NORTH PARKING LOT

CS-102 SITE PLAN - SOUTH PARKING LOT

CG-101 GRADING PLAN - NORTH PARKING LOT

CG-102 GRADING PLAN - SOUTH PARKING LOT

CE-101 EROSION CONTROL PLAN - NORTH PARKING LOT

CE-102 EROSION CONTROL PLAN - SOUTH PARKING LOT

CE-103 SWPPP NARRATIVE - PAGE 1

CE-104 SWPPP NARATIVE - PAGE 2

CU-101 UTILITY PLAN - NORTH PARKING LOT

CU-102 UTILITY PLAN - SOUTH PARKING LOT

C-501 CIVIL DETAILS 1

C-502 CIVIL DETAILS 2

LP-101 PLANTING PLAN - NORTH PARKING LOT

LP-102 PLANTING PLAN - SOUTH PARKING LOT

LP-501 LANDSCAPE DETAILS

E-000 ELECTRICAL COVERSHEET

E-101 SITE PLAN - NORTH - ELECTRICAL

E-102 SITE PLAN - SOUTH - ELECTRICAL

E-200 ELECTRICAL SCHEDULES AND DETAILS

N

PROJECT SITE

SITE LOCATION

SITE DATA

FL VBA REGIONAL OFFICE GROUNDS

9500 BAY PINES BLVD,

ST. PETERSBURG, FL 33744

COUNTY: PINELLAS

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text V

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text U

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s a c c e s s d i t b f i e v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

GC-001

CONSTRUCTION ACCESS

ES BF

LEGEND

PHASE LIMITS

ROUTE OPTION A

ROUTE OPTION B

ROUTE DIRECTION

N

0 100' 200'

SCALE:

CONSTRUCTION ACCESS

1" = 100' (30" x 42" PAPER SIZE)

ROUTE OPTIONS

BAY PINES BLVD

H

O

O

V

E

R

B

L

V

D

H

O

O

V

V

D

T

H

S

T

C

E

M

E

T

E

Y

D

T

H

S

T

N

T

H

W

N

I L L

Y

O U

N G

H

I

G

H

W

D

LAKE TIMUCUAN

T

H

S

T

H

S

T

LOT 28

LOT 27

LOT 3

BRYSON CIR

B

I

O

U

N

G

HOOVER BLVD

B

P

I

N

V

P

O

L

I

C

E

S

T

A

T

I

O

N

VA ST. PETERSBURG

REGIONAL OFFICE

VA HOSPITAL BLDG

FISHER HOUSE

P

A

R

K

I

G

R

A

G

E

LAKE TIMUCUAN

EX. BASIN

GEN. PARKING

GEN. PARKING

NORTH LOT

SOUTH LOT

STOP LIGHT

INTERSECTION

STOP LIGHT

INTERSECTION

PHASE 1

PHASE 2

ROUTE A

ROUTE B

MAIN CAMPUS GATE

EAST GATE

PHASE 1

ACCESS

GENERAL NOTES

1. AREAS SHOWN OUTSIDE OF PHASE AREAS ARE

FOR CONCEPTUAL PURPOSES ONLY. ACCURACY

IS NOT GUARANTEED.

ROUTE A

ACCESS SITE FROM BAY PINES BLVD VIA EAST GATE

THROUGH HOOVER BLVD.

ROUTE B

ACCESS SITE FROM BAY PINES BLVD VIA MAIN

CAMPUS GATE THROUGH BILL YOUNG TO HOOVER

BLVD.

KEY NOTES

ACCESS TO PHASE 1 IS TO BE THROUGH WEST

SIDE OF SOUTH LOT. SEE PHASING PLAN FOR

MORE INFORMATION.

BAY PINES BLVD BAY PINES BLVD

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s p h a s i n g d i t b f i e v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

LEGEND

PHASE LIMITS

PHASE STAGING AREA

PHASE 1 ACCESS ROUTE

CONSTRUCTION FENCE

SITE ACCESS POINT

TEMPORARY BARRIER

CONSTRUCTION SIGNAGE

N

0 50' 100'

SCALE:

PHASE 2 - SOUTH LOT

1" = 50' (30" x 42" PAPER SIZE)

GENERAL NOTES

1. AREAS SHOWN OUTSIDE OF PHASE AREAS ARE

SHOWN FOR CONCEPTUAL PURPOSES ONLY

AND IS NOT GUARANTEED IN ITS ACCURACY.

2. ALL TRAFFIC LANES TO BE KEPT OPEN.

3. CONTRACTOR RESPONSIBLE FOR ADDITIONAL

TRAFFIC CONTROL AS NECESSARY.

KEY NOTES

USE WEST LANE OF EXISTING PARKING LOT TO

GAIN ACCESS TO PHASE 1 - NORTH LOT

CONSTRUCT TEMPORARY ACCESS ROAD

CONSTRUCTION SITE ACCESS POINT

CONSTRUCT PHASE CONSTRUCTION FENCING.

SEE DETAIL 7/C-501

INSTALL TEMPORARY BARRIER (TYP.)

EMPLOYEE PARKING AREA TO REMAIN OPEN FOR

PHASE 1 OF CONSTRUCTION

TURN OVER NORTH EMPLOYEE PARKING LOT

PRIOR TO BEGINNING OF PHASE 2 - SOUTH LOT

N

0 50' 100'

SCALE:

PHASE 1 - NORTH LOT

1" = 50' (30" x 42" PAPER SIZE)

P

H

A

A

G

I

E

A

PHASE 1

GC-002

PROJECT PHASING PLAN

ES BF

PHASE 2

PHASE 2

STAGING

AREA

CONSTRUCTION

AHEAD

CONSTRUCTION

AHEAD

CONSTRUCTION

AHEAD

CONSTRUCTION

AHEAD

CONSTRUCTION

AHEAD

CONSTRUCTION

AHEAD

CONSTRUCTION

AHEAD

CONSTRUCTION

AHEAD

CONSTRUCTION

AHEAD

EX. BASIN

VA ST. PETERSBURG

REGIONAL OFFICE

BAY PINES VA

POLICE STATION

EX. BASIN

VA ST. PETERSBURG

REGIONAL OFFICE

BAY PINES VA

POLICE STATION

SIDEWALK

CLOSED

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g s u r v e y c a d f i l e s s b a s e d i t m t o l k k i n n v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21 V-100

EXISTING CONDITIONS

SURVEY

AutoCAD SHX Text

POINT NO. 10003

AutoCAD SHX Text

POINT NO. 1004

AutoCAD SHX Text

POINT NO. 10002

AutoCAD SHX Text

LANDSCAPE TIMBER

AutoCAD SHX Text

LANDSCAPE TIMBER

AutoCAD SHX Text

LANDSCAPE TIMBER

AutoCAD SHX Text

LANDSCAPE TIMBER

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

POINT NO. 1006

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

SPEED HUMP

AutoCAD SHX Text

POINT NO. 10000

AutoCAD SHX Text

BENCH MARK: TOP NUT OF HYDRANT ELEVATION = 10.46 FEET

AutoCAD SHX Text

POINT NO. 10005

AutoCAD SHX Text

HOOVER BLVD.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CONCRETE STRIP

AutoCAD SHX Text

CONCRETE SLAB

AutoCAD SHX Text

BAY PINES BLVD.

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

GUARD POST

AutoCAD SHX Text W

AutoCAD SHX Text

EB

AutoCAD SHX Text E

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

SHRUB

AutoCAD SHX Text

HHE

AutoCAD SHX Text

HANDHOLE ELECTRIC

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text R

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

EM

AutoCAD SHX Text S

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

CO

AutoCAD SHX Text

CLEAN OUT

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

POWER POLE ANCHOR

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text H

AutoCAD SHX Text

HANDHOLE

AutoCAD SHX Text

OVERHEAD WIRES

AutoCAD SHX Text X

AutoCAD SHX Text

OHW

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

UE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text I

AutoCAD SHX Text

COMMUNICATION

AutoCAD SHX Text

COMM

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

WATER MANHOLE

AutoCAD SHX Text W

AutoCAD SHX Text

WALL

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text The horizontal datum and bearings are based on the Florida State Plane Coordinate System, West zone NAD83 (2011).

AutoCAD SHX Text The vertical datum is NAVD 88. The site bench mark is the top nut of hydrant located south of Hoover Boulevard (depicted hereon). Elevation = 10.46 feet.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text The location and extent of underground utilities, if shown, are based upon existing drawings provided by the utility companies, above ground evidence and Sunshine 811 markings per ticket number 282006957. Exclusive of excavation, there is no guarantee as to the accuracy or the completeness of this information. The size and location should be considered approximate. Additional underground utilities may be present. Verification of the existence and location of all utilities should be obtained from the utility owners prior to any planning or design. In accordance with State Statute, the location of utilities shall be confirmed prior to any demolition or construction.

AutoCAD SHX Text 4.

AutoCAD SHX Text The tree information shown hereon was collected during the field survey by non-forestry trained Anderson Engineering of Minnesota survey personnel. Tree sizes are estimates and locations are accurate to plus or minus three feet.

AutoCAD SHX Text 5.

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text

UTILITY UNKNOWN

AutoCAD SHX Text

UT?

AutoCAD SHX Text

POINT NO.

AutoCAD SHX Text

NORTHING FL. SP. W.

AutoCAD SHX Text

EASTING FL. SP. W.

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text 1265577.25

AutoCAD SHX Text 406081.48

AutoCAD SHX Text 8.96

AutoCAD SHX Text

SET 1/2 INCH REBAR PIPE

AutoCAD SHX Text 10005

AutoCAD SHX Text 1264859.21

AutoCAD SHX Text 406484.56

AutoCAD SHX Text 7.19

AutoCAD SHX Text

SET 1/2 INCH REBAR PIPE

AutoCAD SHX Text

AutoCAD SHX Text 1264822.64

AutoCAD SHX Text 406108.61

AutoCAD SHX Text 6.83

AutoCAD SHX Text

SET 1/2 INCH REBAR PIPE

AutoCAD SHX Text 10000

AutoCAD SHX Text 1264809.77

AutoCAD SHX Text 406311.27

AutoCAD SHX Text 7.81

AutoCAD SHX Text

SET 1/2 INCH REBAR PIPE

AutoCAD SHX Text 10002

AutoCAD SHX Text 1265688.86

AutoCAD SHX Text 406392.82

AutoCAD SHX Text 9.36

AutoCAD SHX Text

SET 1/2 INCH REBAR PIPE

AutoCAD SHX Text 10003

AutoCAD SHX Text 1265697.42

AutoCAD SHX Text 406162.78

AutoCAD SHX Text 9.44

SET 1/2 INCH REBAR PIPE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s d e m o l i t i o n n o r t h d i t b f i e v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CD-101

DEMOLITION PLAN - NORTH

PARKING LOT

ES BF

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

FULL DEPTH SAWCUT

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING UNDERGROUND ELECTRIC

UNIDENTIFIED UNDERGROUND UTILITY

REMOVE EXISTING CONCRETE C&G

REMOVE EXISTING ASPHALT PAVEMENT

REMOVE EXISTING TREE

TREE PROTECTION

EXISTING ELECTRIC HANDHOLES

EXISTING IRRIGATION VALVE

LEGEND

N

0 10' 20'

SCALE:

DEMOLITION PLAN - NORTH PARKING LOT

1" = 10' (30" x 42" PAPER SIZE)

GENERAL NOTES:

1. CONTRACTOR RESPONSIBLE FOR SECURING WORK

AREA. CONSTRUCTION FENCING TO BE INSTALLED

AROUND WORK SITE. FENCING TO HAVE VISUAL

BARRIER IN AREAS NEAR PUBLIC. FENCING TO BE

APPROVED BY R.E.

2. CONTRACTOR TO FIELD VERIFY UTILITIES PRIOR TO

WORK.

3. MAINTAIN PROPER STORMWATER DRAINAGE

THROUGHOUT CONSTRUCTION.

KEY NOTES:

PROTECT EXISTING LIGHT POLE IN-PLACE

PROTECT EXISTING UNDERGROUND POWER UNLESS

DIRECTED OTHERWISE ON ELECTRICAL PLAN

FULL DEPTH SAWCUT

REMOVE AND PROPERLY DISPOSE OF TREATED

TIMBER (TYP.)

REMOVE BALLARDS AND CHAINS (TYP.)

REMOVE EXISTING BUMPER CURBS (TYP.)

REMOVE EXISTING CONCRETE CURB AND GUTTER

INSTALL TREE PROTECTION (TYP.) SEE DETAIL 4/C-501

REMOVE EXISTING SIGNAGE

STRIP AND CLEAR EXISTING GRAVEL

CONSTRUCTION LIMITS

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BAY PINES BLVD.

HHE

CONSTRUCTION LIMITS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s d e m o l i t i o n s o u t h d i t b f i e v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CD-102

DEMOLITION PLAN - SOUTH

PARKING LOT

ES BF

N

0 20' 40'

SCALE:

DEMOLITION PLAN - SOUTH PARKING LOT

1" = 20' (30" x 42" PAPER SIZE)

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

FULL DEPTH SAWCUT

REMOVE EXISTING UTILITY

REMOVE EXISTING CONC. WALK

SITE LIMITS

GRAVEL PARKING EXTENTS

EXISTING SANITARY SEWER

EXISTING UNDERGROUND ELECTRIC

EXISTING STORM SEWER

EXISTING UNDERGROUND

COMMUNICATION

EXISTING UNIDENTIFIED UTILITY

REMOVE EXISTING CONCRETE C&G

REMOVE EXISTING TREE

TREE PROTECTION

EXISTING ELECTRIC HANDHOLES

EXISTING STORM SEWER INLET

EXISTING ELECTRIC MANHOLE

EXISTING SANITARY MANHOLE

EXISTING CLEANOUT

LEGEND

KEY NOTES:

PROTECT EXISTING LIGHT POLE IN-PLACE

FULL DEPTH SAWCUT

REMOVE AND PROPERLY DISPOSE OF TREATED

TIMBER (TYP.)

REMOVE BALLARDS AND CHAINS (TYP.)

REMOVE EXISTING BUMPER CURBS (TYP.)

REMOVE EXISTING CONCRETE CURB AND GUTTER

INSTALL TREE PROTECTION (TYP.) SEE DETAIL

4/C-501

REMOVE EXISTING SIGNAGE

STRIP & CLEAR EXISTING GRAVEL

REMOVE EXISTING STORM CULVERT

REMOVE EXISTING CONC. WALK

CONCRETE PAD TO REMAIN IN-PLACE

PROTECT EXISTING CONCRETE WALK TO REMAIN

ADJUST MANHOLE RIM TO FINISHED GRADE

PROTECT EXISTING SANITARY SEWER IN-PLACE.

FIELD LOCATE SANITARY SEWER PRIOR TO

BEGINNING CONSTRUCTION

PROTECT EXISTING UNDERGROUND POWER

UNLESS DIRECTED OTHERWISE ON ELECTRICAL

PLAN (TYP.)

REMOVE AND DISPOSE OF EXISTING LIGHT POLE

REMOVE UNDERGROUND UTILITIES. SEE

ELECTRICAL PLAN

GENERAL NOTES

1. CONTRACTOR RESPONSIBLE FOR SECURING

WORK AREA. CONSTRUCTION FENCING TO BE

INSTALLED AROUND WORK SITE. FENCING TO HAVE

VISUAL BARRIER IN AREAS NEAR PUBLIC. FENCING

TO BE APPROVED BY R.E.

2. CONTRACTOR TO FIELD VERIFY UTILITIES PRIOR

TO WORK.

3. MAINTAIN PROPER STORMWATER DRAINAGE

THROUGHOUT CONSTRUCTION.

7TYP.

3TYP.

4TYP.

3TYP.

5 TYP.

3TYP.

4TYP.

16 TYP.

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

SPEED HUMP

AutoCAD SHX Text

BENCH MARK: TOP NUT OF HYDRANT ELEVATION = 10.46 FEET

AutoCAD SHX Text

HOOVER BLVD.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CONCRETE STRIP

AutoCAD SHX Text

CONCRETE SLAB

HHE

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s s i t e p l a n n o r t h d i t b f i e v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CS-101

SITE PLAN - NORTH

PARKING LOT

ES BF

KEYNOTES

CONSTRUCTION LIMITS

INSTALL VERTICAL CONCRETE C&G

INSTALL FLUSH CONCRETE C&G

INSTALL BITUMINOUS PAVEMENT

INSTALL CONCRETE

PAVEMENT

NO PARKING ZONE

NUMBER OF PARKING STALLS IN

SECTION

TRAFFIC DIRECTION ARROW

NEW BUMPER CURB

NEW SIGN

NEW LIGHT

CONTRACTOR NOTES

1. ALL RADIUS SHOWN ARE TO FACE OF CURB

N

0 10' 20'

SCALE:

SITE PLAN - NORTH PARKING LOT

1" = 10' (30" x 42" PAPER SIZE)

LEGEND

B B

8.0'

B-B

240.1'

B B

INSTALL VERTICAL CONCRETE CURB. SEE DETAIL

9/C-501

4" WIDE WHITE PAVEMENT MARKINGS (TYP.)

MATCH EXISTING CURB AND GUTTER

INSTALL FLUSH CONCRETE CURB. SEE DETAIL

10/C-501

MATCH EXISTING PAVEMENT

ONE WAY ONLY SIGN. SEE DETAIL 4/C-502

DO NOT ENTER SIGN. SEE DETAIL 5/C-502

INSTALL NEW BUMPER CURB (TYP.) SEE DETAIL

7/C-502

NEW LIGHT. SEE ELECTRICAL (TYP.)

3' CURB TAPER FROM VERTICAL CURB TO FLUSH

CURB

18.0'

F-F

8.0'

B-B

R

211.2'

B-B

R

R

R

R

18.0'

F-F

R

PARKING COUNT

EXISTING STALLS: 52 (9'x18')

NEW STALLS: 41 (9'x18')

B B

CONSTRUCTION LIMITS

R

R

R

R

TYP.

TYP.

TYP.

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

BAY PINES BLVD.

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s s i t e p l a n s o u t h d i t m t o l k k i n v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CS-102

SITE PLAN - SOUTH

PARKING LOT

ES BF

CONTRACTOR NOTES

1. ALL RADIUS SHOWN ARE TO FACE OF CURB

N

0 20' 40'

SCALE:

SITE PLAN - SOUTH PARKING LOT

1" = 20' (30" x 42" PAPER SIZE)

KEYNOTES

CONSTRUCTION LIMITS

INSTALL CONCRETE C&G

INSTALL BITUMINOUS

PAVEMENT

INSTALL CONCRETE

PAVEMENT

NO PARKING ZONE

NUMBER OF PARKING STALLS IN

SECTION

TRAFFIC DIRECTION ARROW

NEW SIGN

NEW LIGHT

NEW STORM STRUCTURES

LEGEND

INSTALL VERTICAL CONCRETE CURB. SEE DETAIL

9/C-501

4" WIDE WHITE PAVEMENT MARKINGS (TYP.)

MATCH EXISTING CURB AND GUTTER

INSTALL NEW BUMPER CURB (TYP.) SEE DETAIL

7/C-502

MATCH EXISTING PAVEMENT

ONE WAY ONLY SIGN. SEE DETAIL 4/C-502

DO NOT ENTER SIGN. SEE DETAIL 5/C-502

INSTALL CONCRETE SIDEWALK. SEE DETAIL

5/C-501

NEW LIGHT. SEE ELECTRICAL (TYP.)

B

B

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

F F

F

F

F

F

B

B

B

B

.0

B B

B

B

B

B

EXISTING STALLS: 140 (9'x18')

NEW STALLS: 108 (9'x18')

F

F

ELECTRONIC GATE

SEE ELECTRICAL

R

R

R

R

R

R

R

R

R

PARKING COUNT

TYP.

TYP.

R

R

R

R

R

R

CONSTRUCTION

LIMITS (TYP.)

AutoCAD SHX Text

SPEED HUMP

AutoCAD SHX Text

HOOVER BLVD.

AutoCAD SHX Text

GATE

CONCRETE SLAB

TC 10.79

FL 10.29

TC 10.46

FL 9.96

10.41±

TC 10.63

FL 10.13

TC 10.58

FL 10.08

TC 10.65

FL 10.15

10.02±

EC 9.18

FL 9.30

TC 10.89

FL 10.39

TC 11.00

FL 10.50

TC 10.65

FL 10.15

TC 10.57

FL 10.07

TC 10.79

FL 10.29

TC 11.00

FL 10.50

TC 10.62

FL 10.12

TC 10.67

FL 10.17

TC 10.25

FL 9.75

TC 10.21

FL 9.71

TC 10.17

FL 9.67

9.81±

TC 11.00

FL 10.50

TC 10.22

FL 9.72

EC 9.18

FL 9.30

10.47±

TC 10.99

FL 10.49

TC 10.72

FL 10.22

TC 10.58

FL 10.08

TC 10.72

FL 10.22

TC 11.00

FL 10.50

TC 10.64

FL 10.14

TC 10.50

FL 10.00

TC 10.57

FL 10.07

TC 10.79

FL 10.29

TC 10.79

FL 10.29

TC 10.50

FL 10.00

9.91±

9.78±

9.88±

9.94±

EC 9.18

FL 9.30

TC 10.71

FL 10.21

CG-101

GRADING PLAN - NORTH

PARKING LOT

ES BF

LEGEND

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

DRAINAGE ARROW

VERTICAL CONCRETE CURB

FLUSH CONCRETE CURB

RIDGE LINE

NEW LIGHT

SPOT ELEVATION LEGEND

9.06 ±

FL 10.16

TC 10.31

MATCH EXISTING

FLOW LINE

TOP OF CURB

FINISHED GRADE

HIGH POINT

EDGE OF CURB

KEY NOTES

2.0%

HP 9.75

N

0 10' 20'

SCALE:

GRADING PLAN - NORTH PARKING LOT

1" = 10' (30" x 42" PAPER SIZE)

INSTALL VERTICAL CONCRETE CURB. SEE DETAIL

9/C-501

INSTALL FLUSH CONCRETE CURB. SEE DETAIL

10/C-501

RIDGE

RIDGE

FLUSH CONCRETE CURB & GUTTER

CONSTRUCTION LIMITS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s g r a d i n g n o r t h d i t b f i e v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

EXISTING SWALE

EOF AT

ELEV = 8.70±

MATCH EXISTING

PAVEMENT GRADE LINE

MATCH EXISTING

PAVEMENT GRADE LINE

T Y

P

T Y

P

FG 10.16

EC 9.75

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

7.54±

7.50±

7.64±

7.50±

9.92± 10.15±

9.74±

10.17±

I 4.40

I 6.30

I 5.70

I 5.9

FG 10.8

TC 10.4

FL 9.9

TC 10.0

FL 9.5

R 9.4

TC 10.2

FL 9.7

TC 10.2

FL 9.7

TC 10.0

FL 9.5

TC 10.0

FL 9.5

R 9.2

TC 10.0

FL 9.5

R 9.2

TC 10.0

FL 9.5

TC 10.2

FL 9.7

TC 10.2

FL 9.7

TC 10.3

FL 9.8

TC 10.5

FL 10.0

TC 10.7

FL 10.2

TC 10.5

FL 10.0

TC 10.5

FL 10.0

TC 10.5

FL 10.0

TC 10.5

FL 10.0

TC 10.5

FL 10.0

TC 10.2

FL 9.7

TC 9.7

FL 9.2

TC 10.0

FL 9.5

7.8±

TC 10.5

FL 10.0

FG 10.8

FG 10.7

TC 9.5

FL 9.0

TC 9.0

FL 8.5

TC 8.7

FL 8.2

TC 8.25

FL 7.75

TC 8.5

FL 8.0

LP 7.5

TC 8.7

FL 8.2

FG 8.4

TC 9.1

FL 8.6

TC 9.1

FL 8.6

TC 9.2

FL 8.7

TC 9.3

FL 8.8

TC 9.4

FL 8.9

LP 7.4

TC 8.5

FL 8.0

TC 8.5

FL 8.0

TC 8.1

FL 7.6

TC 8.8

FL 8.3

TC 8.9

FL 8.4

TC 9.1

FL 8.6

TC 9.0

FL 8.5

TC 9.2

FL 8.7

TC 9.0

FL 9.5

TC 10.5

FL 10.0

TC 9.2

FL 8.7

TC 8.8

FL 8.3

TC 8.9

FL 8.4

TC 9.8

FL 9.3

FG 9.9

R 8.7

TC 9.25

FL 8.75

TC 9.4

FL 8.9

TC 8.5

FL 8.0

I 6.2

TC 8.5

FL 8.0

TC 8.5

FL 8.0

I 5.7

FG 9.15

I 9.75

R 10.16

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s g r a d i n g s o u t h d i t b f i e v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CG-102

GRADING PLAN - SOUTH

PARKING LOT

ES BF

LEGEND

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

DRAINAGE ARROW

CONCRETE VERTICAL CURB

STORM STRUCTURES

FES STRUCTURE

RIDGE LINE

RIP-RAP

NEW LIGHT

SPOT ELEVATION LEGEND

GENERAL NOTES

1. CURB CUTS SHALL HAVE 8" TRANSITION

FROM FULL HEIGHT TO FLOW LINE.

2. ALL SIDEWALK CROSS SLOPES SHALL

BE 2.0% MAX.

2.0%

N

0 20' 40'

SCALE:

GRADING PLAN - SOUTH PARKING LOT

1" = 20' (30" x 42" PAPER SIZE)

CONSTRUCTION

LIMITS

KEYNOTES

INSTALL 3' WIDE CURB CUT WITH RIP-RAP.

SEE DETAIL 6/C-502

ADJUST EXISTING RIM ELEVATION TO

FINISHED GRADE

INSTALL VERTICAL CONCRETE CURB. SEE

DETAIL 9/C-501

MATCH EXISTING

PAVEMENT GRADE LINE

MATCH EXISTING

PAVEMENT GRADE LINE

MATCH EXISTING

PAVEMENT GRADE LINE

MATCH EXISTING

PAVEMENT GRADE LINE

9.06 ±

FL 10.16

TC 10.31

MATCH EXISTING

FLOW LINE

TOP OF CURB

FINISHED GRADE

HIGH POINT

RIM

INVERT

HP 9.75

FG 10.16

TYP.

BOTTOM = 4.3

SEE 3/C-502 FOR

PED RAMP

GRADING DETAIL

R

I D

G

E

R

I D

G

E

R

I D

G

E

R

I D

G

E

8.2

RIDG

E

.0

1.4%

T

Y

P

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

SPEED HUMP

AutoCAD SHX Text

BENCH MARK: TOP NUT OF HYDRANT ELEVATION = 10.46 FEET

AutoCAD SHX Text

HOOVER BLVD.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

GATE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s e r o s i o n c o n t r o l n o r t h d i t b f i e v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CE-101

EROSION CONTROL PLAN -

NORTH PARKING LOT

ES BF

N

0 10' 20'

SCALE:

EROSION CONTROL PLAN - NORTH PARKING LOT

1" = 10' (30" x 42" PAPER SIZE)

LEGEND

KEY NOTES:

INSTALL & MAINTAIN EROSION CONTROL FENCE IN

GRASSED AREAS. SEE DETAIL 1/C-501

INSTALL AND MAINTAIN BIO-ROLLS IN PAVED AREAS

IF ENTRANCE IS NOT BEING USED. SEE DETAIL

3/C-501

INSTALL & MAINTAIN INLET SEDIMENT PROTECTION.

SEE DETAIL 2/C-501

INSTALL TEMPORARY ROCK ENTRANCE AT

CONSTRUCTION EGRESS LOCATION(S), (MIN 1). SEE

DETAIL 8/C-501

INSTALL AND MAINTAIN DITCH CHECK. SEE DETAIL

6/C-501

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

DRAINAGE ARROW

SILT FENCE (GRASSED AREAS)

BIO-ROLL (PAVED AREAS)

INLET PROTECTION

DITCH CHECK

ROCK CONSTRUCTION ENTRANCE

CONSTRUCTION LIMITS

DISCHARGE POINT

AutoCAD SHX Text

BUMPER CURB

BUMPER CURB

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s e r o s i o n c o n t r o l s o u t h d i t b f i e v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CE-102

EROSION CONTROL PLAN

- SOUTH PARKING LOT

ES BF

N

0 20' 40'

SCALE:

EROSION CONTROL PLAN - SOUTH PARKING LOT

1" = 20' (30" x 42" PAPER SIZE)

LEGEND

KEY NOTES:

PROPERTY LIMITS

CONSTRUCTION LIMITS

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

DRAINAGE ARROW

SILT FENCE (GRASSED AREAS)

BIO-ROLL (PAVED AREAS)

INLET PROTECTION

DITCH CHECK

ROCK CONSTRUCTION ENTRANCE

INSTALL EROSION CONTROL BLANKET

INSTALL & MAINTAIN EROSION CONTROL FENCE IN

GRASSED AREAS. SEE DETAIL 1/C-501

INSTALL AND MAINTAIN BIO-ROLLS IN PAVED AREAS

IF ENTRANCE IS NOT BEING USED. SEE DETAIL

3/C-501

INSTALL & MAINTAIN INLET SEDIMENT PROTECTION.

SEE DETAIL 2/C-501

INSTALL TEMPORARY ROCK ENTRANCE AT

CONSTRUCTION EGRESS LOCATION(S), (MIN 1). SEE

DETAIL 8/C-501

INSTALL AND MAINTAIN DITCH CHECK. SEE DETAIL

6/C-501

3' WIDE CURB CUT WITH RIP-RAP. SEE DETAIL

7/C-502

INSTALL EROSION CONTROL BLANKET WITHIN

SLOPES 3:1 OR STEEPER AND WITHIN DRAINAGE

SWALES

RIP-RAP AT FLARED END SECTION. SEE DETAIL

2/C-502

AutoCAD SHX Text

SPEED HUMP

AutoCAD SHX Text

BENCH MARK: TOP NUT OF HYDRANT ELEVATION = 10.46 FEET

AutoCAD SHX Text

HOOVER BLVD.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

GATE

STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 1 OF 2

THE FOLLOWING NARRATIVE OF THE STORMWATER POLLUTION PREVENTION PLAN DURING CONSTRUCTION. SPECIFICATION

SECTION 104, AND REPORTS OF INSPECTIONS MADE CONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED BY

DESCRIPTION, THE DOCUMENTS REFERENCED IN THIS NARRATIVE, THE PREVENTION PLAN INCLUDES SEVERAL ITEMS: THIS

NARRATIVE TO THE OTHER SHEETS. THE COMPLETE STORMWATER POLLUTION CONSTRUCTION PLANS (CALLED THE KEY

SHEET) CONTAINS AN INDEX OF THESE CONSTRUCTION PLANS. THE FIRST SHEET OF THE AND BRIDGE CONSTRUCTION, THE

DESIGN STANDARDS, AND OTHER SHEETS PLAN CONTAINS REFERENCES TO THE STANDARD SPECIFICATIONS FOR ROAD

1.0 SITE DESCRIPTION: THE PROJECT SITE IS LOCATED AT THE FLORIDA VBA REGIONAL OFFICE GROUNDS AT 9500 BAY PINES

BLVD, ST. PETERSBURG, FL 33744 IN PINELLAS COUNTY, FLORIDA. THE SITE IS BOUNDED TO THE NORTH BY BAY PINES

BOULEVARD, AND THE SOUTH BY HOOVER BOULEVARD.

1.A. NATURE OF CONSTRUCTION ACTIVITY:

THE PROJECT IS THE RENOVATION OF THE EXISTING GRAVEL PARKING LOTS THAT CURRENTLY SERVES VA EMPLOYEES. THIS

WILL INVOLVE DEMOLITION OF THE EXISTING PARKING LOTS AND ASSOCIATED STRUCTURES, AND CONSTRUCTION OF NEW

CONCRETE CURB AND GUTTERS, ASPHALT PAVING, SIDEWALKS, UNDERGROUND STORM DRAIN SYSTEMS, SUPPLEMENTARY

LIGHTING AND THE ADDITION OF TWO ACCESS POINTS ON THE NORTH SIDE OF THE SOUTH PARKING LOT.

1.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF

CONSTRUCTION FOR ALL CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL FOLLOW THE SEQUENCE OF MAJOR

ACTIVITIES DESCRIBED BELOW, UNLESS THE CONTRACTOR PROPOSES A DIFFERENT SEQUENCE THAT IS EQUAL OR BETTER

AT CONTROLLING EROSION AND TRAPPING SEDIMENT AND IS APPROVED BY THE ENGINEER.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR

INSTALLATION OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE. REMOVE PERIMETER

CONTROLS ONLY AFTER ALL UPSTREAM AREAS ARE STABILIZED.

1. CLEARING AND GRUBBING, EARTHWORK, AND STORM DRAIN CONSTRUCTION FOR THE OUTFALL FROM THE PONDS.

2. CLEARING AND GRUBBING, EARTHWORK FOR POND CONSTRUCTION.

3. STORM DRAIN AND ROADWAY UNDERDRAIN CONSTRUCTION. CONSTRUCT THE STORM DRAIN PIPE IN THE UPSTREAM

DIRECTION.

4. EARTHWORK ASSOCIATED WITH THE CONSTRUCTION OF ROADWAY, GRAVITY WALL, CURB, SUBGRADE, BASE, PAVEMENT, AND SIDEWALK.

5. CONSTRUCT UNDERDRAIN IN POND BOTTOM.

1.C. AREA ESTIMATES:

TOTAL SITE AREA: 19.6 ACRES.

TOTAL AREA TO BE DISTURBED: 19.6 ACRES.

1.D. RUNOFF DATA:

RUNOFF COEFFICIENTS:

BEFORE: 0.62

DURING: VARIES FROM 0.62 TO 0.76

AFTER: 0.76

SOILS DATA: THE RESULTS OF THE SOIL BORINGS TAKEN AT THE PROJECT SITE CAN BE FOUND IN THE GEOTECHNICAL

REPORT COMPILED BY TERRACON CONSULTANTS ON NOVEMBER 18TH, 2020. SOIL TYPES FOUND ON SITE ARE TYPICALLY

POORLY GRADED SAND WITH SILT (SP-SM) AND GRAVEL (GM) WITH SILT (FILL).

OUTFALL INFORMATION:

THERE ARE 2 EXISTING OUTFALLS.

#1 DESCRIPTION: EXISTING OUTFALL AT NORTH PARKING LOT.

LOCATION: LATITUDE 27° 48' 48.76"N, LONGITUDE, -082° 46' 24.91"W.

EST. DRAINAGE AREA SIZE: 0.89 ACRES.

RECEIVING WATER NAME: NOT APPLICABLE.

#2 DESCRIPTION: PROPOSED OUTFALL AT FES AT SOUTH PARKING LOT.

LOCATION: LATITUDE 27° 48' 42.12"N, LONGITUDE -082° 46' 24.34"W.

EST. DRAINAGE AREA SIZE: 1.82 ACRES.

RECEIVING WATER NAME: NOT APPLICABLE.

1.E. SITE MAP:

THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS. THE LOCATION OF THE REQUIRED INFORMATION IS

DESCRIBED BELOW. THE SHEET NUMBERS FOR THE PLAN SHEETS REFERENCED ARE IDENTIFIED ON THE KEY SHEET OF

THESE CONSTRUCTION PLANS.

* DRAINAGE PATTERNS: THE DRAINAGE BASIN DIVIDES AND FLOW DIRECTIONS ARE SHOWN ON THE DRAINAGE MAPS. THE

BACK OF SIDEWALK PROFILE SHEETS SHOW OVERLAND FLOW DIRECTION AT THE RIGHT OF WAY LINE. THE ARROWS ABOVE

AND BELOW THE PROFILE REPRESENT THE FLOW DIRECTION AT THE LEFT AND RIGHT PROPERTY LINE, RESPECTIVELY.

ARROWS POINTING TO THE PROFILE INDICATE RUNOFF COMING TO THE SITE. POINTING AWAY FROM THE SITE INDICATE

RUNOFF LEAVING THE SITE.

* APPROXIMATE SLOPES: THE SLOPES OF THE SITE CAN BE SEEN IN THE GRADING SHEETS.

AREAS OF SOIL DISTURBANCE: THE AREAS TO BE DISTURBED ARE INDICATED ON THE GRADING SHEETS.

* AREAS NOT TO BE DISTURBED: ESSENTIALLY THE WHOLE PROJECT WILL BE DISTURBED DURING CONSTRUCTION.

LOCATIONS OF TEMPORARY CONTROLS: THESE ARE SHOWN ON THE EROSION CONTROL SHEETS.

* LOCATIONS OF PERMANENT CONTROLS: THE STORMWATER CONVEYANCE SYSTEM IS THE PRIMARY PERMANENT

STORMWATER MANAGEMENT CONTROLS. THESE ARE SHOWN ON THE SOUTH PARKING LOT UTILITY SHEET.

SURFACE WATERS:

* DISCHARGE POINTS TO SURFACE WATERS:

1.F. RECEIVING WATERS:

SEE ITEM 1.D FOR THE OUTFALL LOCATIONS AND RECEIVING WATER NAMES. THERE ARE NO WETLAND AREAS ON THE

PROJECT SITE.

2.0 CONTROLS:

2.A. EROSION AND SEDIMENT CONTROLS:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED STABILIZATION AND

STRUCTURAL PRACTICES BASED ON THE CONTRACTOR'S PROPOSED TEMPORARY TRAFFIC CONTROL (TTC) PLAN. THE FOLLOWING

RECOMMENDED GUIDELINES ARE BASED ON THE TEMPORARY TRAFFIC CONTROL PLAN OUTLINED IN THE CONSTRUCTION PLANS.

WHERE FOLLOWING THE TEMPORARY TRAFFIC CONTROL PLAN OUTLINED IN THESE CONSTRUCTION PLANS, THE CONTRACTOR MAY

CHOOSE TO ACCEPT THE FOLLOWING GUIDELINES OR MODIFY THEM IN THE SEDIMENT AND EROSION CONTROL PLAN, SUBJECT TO

APPROVAL BY THE ENGINEER. AS WORK PROGRESSES, THE CONTRACTOR SHALL MODIFY THE PLAN TO ADAPT TO SEASONAL

VARIATIONS, CHANGES IN CONSTRUCTION ACTIVITIES, AND THE NEED FOR BETTER PRACTICES.

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS AFTER CLEARING AND GRUBBING NECESSARY FOR INSTALLATION

OF CONTROLS BUT BEFORE BEGINNING OTHER WORK FOR THE CONSTRUCTION PHASE. REMOVE PERIMETER CONTROLS ONLY

AFTER ALL UPSTREAM AREAS ARE STABILIZED.

PHASE I OF TEMPORARY TRAFFIC CONTROL PLANS.

ROADWAY, STATION 501+10 TO 520+40 RIGHT: IMMEDIATELY AFTER CONSTRUCTING THE TEMPORARY PAVEMENT, STABILIZE THE

ENTIRE AREA BETWEEN THE TEMPORARY PAVEMENT AND THE RIGHT OF WAY LINE USING TEMPORARY SOD.

OUTFALL OF POND 1:

CONSTRUCT THE OUTFALL PIPE FROM S-106 TOWARDS THE POND. THE CONTRACTOR SHALL HAVE INLET PROTECTION AVAILABLE AT

ALL TIMES

DURING THE PIPE CONSTRUCTION TO SUBSTANTIALLY BLOCK RUNOFF

IN THE TRENCH FROM ENTERING THE PIPE. CONSTRUCT PIPE TO THE

POND AND CONSTRUCT THE OUTLET STRUCTURE OF THE POND.

POND 1 CONSTRUCTION:

CLEAR AND GRUB THE POND SITE. INITIALLY EXCAVATE THE POND ENOUGH TO CONSTRUCT SEDIMENT BARRIERS AS DETAILED IN

THE TTC PLAN. THEN EXCAVATE THE POND TO APPROXIMATE PROPOSED DIMENSIONS. TURF ALL DISTURBED AREAS OF THE POND

SITE ABOVE ELEVATION 51.0. FINAL GRADING WILL BE DONE AT THE END OF PHASE TWO OF THE TTC PLAN.

ROADWAY, STATION 510+10 TO 523+70 LEFT:

PHASE II OF THE TEMPORARY TRAFFIC CONTROL PLAN:

ROADWAY, STATION 510+10 TO 523+10 RIGHT:

DURING THE SUBSOIL EXCAVATION AND CONSTRUCTION OF THE ROADWAY UNDERDRAIN AND STORM DRAIN, USE S-20 AS

THE PRIMARY INLET FOR CONVEYANCE TO POND 1. STAGE CONSTRUCTION AND PROTECT THE INLET IN A MANNER SIMILAR

TO S-19 IN PHASE I OF THE TTC PLAN.

ROADWAY, STATION 501+10 TO 510+40 RIGHT:

DURING THE SUBSOIL EXCAVATION AND CONSTRUCTION OF THE UNDERDRAIN, STORM DRAIN, AND WALLS, USE S-10 AS THE

PRIMARY INLET FOR CONVEYANCE TO THE LAURA LEE POND. STAGE CONSTRUCTION AND PROTECT THE INLET IN A MANNER

SIMILAR TO S-12 IN PHASE I OF THE TTC PLAN.

POND 1 CONSTRUCTION:

AFTER ENTIRE BASIN IS PERMANENTLY STABILIZED, CONSTRUCT UNDERDRAIN IN THE POND BOTTOM.

2.A.1 STABILIZATION PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE STABILIZATION PRACTICES

PROPOSED TO CONTROL EROSION. THE CONTRACTOR SHALL INITIATE ALL STABILIZATION MEASURES AS SOON AS

PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS AFTER CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY

CEASED. THE STABILIZATION PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE

ENGINEER.

TEMPORARY:

* ARTIFICIAL COVERINGS IN ACCORDANCE WITH SPECIFICATION SECTION 104.

* TURF AND SOD IN ACCORDANCE WITH SPECIFICATION SECTION 104.

PERMANENT:

* ASPHALT OR CONCRETE SURFACE.

* SOD IN ACCORDANCE WITH SPECIFICATION SECTION 570.

CONSTRUCT THE STORM DRAIN FROM THE POND TO THE ROADWAY AND THEN IN THE UPSTREAM DIRECTION ALONG THE LEFT SIDE

OF THE PROJECT. DURING THE SUBSOIL EXCAVATION, AND CONSTRUCTION OF THE ROADWAY UNDERDRAIN, STORM DRAIN, AND

WALL, USE S-19 AS THE PRIMARY INLET FOR CONVEYANCE TO THE POND. STAGE CONSTRUCTION OF THE INLET AS DETAILED IN THE

TTC PLAN.

ROADWAY, STATION 501+10 TO 510+40 LEFT:

DURING THE SUBSOIL EXCAVATION ,AND CONSTRUCTION OF THE UNDERDRAIN, STORM DRAIN, AND WALL, USE S-12 AS THE PRIMARY

INLET FOR CONVEYANCE TO THE LAURA LEE POND. S-12 SHOULD BE CONSTRUCTED BEFORE DISTURBING SOIL UPSTREAM. STAGE

CONSTRUCTON AND PROTECT THE INLET AS DETAILED IN THE TTC PLAN.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s s w p p p d i t m t o l k k i n v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CE-103

SWPPP NARRATIVE - PAGE 1

ES BF

STORM WATER POLLUTION PREVENTION PLAN NARRATIVE - PAGE 2 OR 2

2.A.2 STRUCTURAL PRACTICES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROPOSED STRUCTURAL PRACTICES TO CONTROL OR TRAP SEDIMENT AND OTHERWISE PREVENT THE

DISCHARGE OF POLLUTANTS FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE

DISTURBING SOIL UPSTREAM OF THE CONTROL. THE STRUCTURAL PRACTICES SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:

TEMPORARY:

* SEDIMENT BARRIERS IN ACCORDANCE WITH DESIGN SPECIFICATION SECTION 104, AND FDEP EROSION AND SEDIMENT

CONTROL DESIGNER AND REVIEWER MANUAL.

* INLET PROTECTION IN ACCORDANCE WITH FDEP EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, AND SPECIAL DETAILS SHOWN IN THE TTC PLAN.

* SEDIMENT CONTAINMENT SYSTEM:

PERMANENT:

* SOD.

* STORMWATER PONDS.

2.B STORMWATER MANAGEMENT:

A STORM DRAIN SYSTEM WILL BE CONSTRUCTED TO CONVEY RUNOFF TO THE EXISTING POND/DITCH.

2.C OTHER CONTROLS:

2.C.1 WASTE DISPOSAL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS TO PREVENT

THE DISCHARGE OF SOLID MATERIALS, INCLUDING BUILDING MATERIALS, TO WATERS OF THE UNITED STATES. THE

PROPOSED METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER:

* PROVIDING LITTER CONTROL AND COLLECTION WITHIN THE PROJECT DURING CONSTRUCTION ACTIVITIES.

* DISPOSING OF ALL FERTILIZER OR OTHER CHEMICAL CONTAINERS ACCORDING TO EPA'S STANDARD PRACTICES AS

DETAILED BY THE MANUFACTURER.

* DISPOSING OF SOLID MATERIALS INCLUDING BUILDING AND CONSTRUCTION MATERIALS OFF THE PROJECT SITE BUT NOT IN

SURFACE WATERS, OR WETLANDS.

2.C.2 OFF-SITE VEHICLE TRACKING & DUST CONTROL:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED METHODS FOR

MINIMIZING OFFSITE VEHICLE TRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSED METHODS SHALL INCLUDE

AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

* COVERING LOADED HAUL TRUCKS WITH TARPAULINS.

* REMOVING EXCESS DIRT FROM ROADS DAILY.

* STABILIZING CONSTRUCTION ENTRANCES ACCORDING TO THE FDEP EROSION AND SEDIMENT CONTROL DESIGNER AND

REVIEWER MANUAL.

* USING ROADWAY SWEEPERS DURING DUST GENERATING ACTIVITIES SUCH AS EXCAVATION AND MILLING OPERATIONS.

2.C.3 STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC TANK REGULATIONS:

IN THE SPECIFICATION SECTION 104, EROSION CONTROL PLAN, THE CONTRACTOR SHALL DESCRIBE THE PROPOSED

PROCEDURES TO COMPLY WITH APPLICABLE STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, AND SANITARY SEWER

OR SEPTIC SYSTEMS.

2.C.4 FERTILIZERS AND PESTICIDES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL

DESCRIBE THE PROCEDURES FOR APPLYING FERTILIZERS AND PESTICIDES. THE PROPOSED PROCEDURES SHALL COMPLY

WITH APPLICABLE SUBSECTIONS OF SECTION 982 OF THE SPECIFICATIONS.

2.C.5 TOXIC SUBSTANCES:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A LIST OF TOXIC SUBSTANCES THAT ARE

LIKELY TO BE USED ON THE JOB AND PROVIDE A PLAN ADDRESSING THE GENERATION, APPLICATION, MIGRATION, STORAGE, AND DISPOSAL OF THESE SUBSTANCES.

2.D.4 APPROVED STATE AND LOCAL PLANS AND PERMITS:

* FDEP RULE CHAPTER 62-25 F.A.C.

* CITY OF ST. PETERSBURG ENVIRONMENTAL MANAGEMENT ORDINANCE NUMBER 90-0-0044AA.

3.0 MAINTENANCE:

IN THE SEDIMENT AND EROSION CONTROL PLAN, THE CONTRACTOR SHALL PROVIDE A PLAN FOR MAINTAINING ALL EROSION

AND SEDIMENT CONTROLS THROUGHOUT CONSTRUCTION. THE MAINTENANCE PLAN SHALL AT A MINIMUM, COMPLY WITH THE

FOLLOWING:

* SILT FENCE: MAINTAIN PER SPECIFICATION SECTION 104. THE CONTRACTOR SHOULD ANTICIPATE REPLACING SILT FENCE

ON 12 MONTH INTERVALS.

* SEDIMENT BARRIERS : REMOVE SEDIMENT AS PER MANUFACTURER'S RECOMMENDATIONS OR WHEN WATER PONDS IN

UNACCEPTABLE AMOUNTS OR AREAS.

4.0 INSPECTIONS:

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN

24 HOURS OF THE END OF A STORM THAT IS 0.50 INCHES OR GREATER. TO COMPLY, THE CONTRACTOR SHALL INSTALL AND

MAINTAIN RAIN GAUGES AND RECORD THE DAILY RAINFALL. WHERE SITES HAVE BEEN PERMANENTLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH. THE CONTRACTOR SHALL ALSO INSPECT THAT

CONTROLS INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN.

* POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES.

* POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM DRAIN SYSTEMS.

* DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED.

* AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.

* STRUCTURAL CONTROLS.

* STORMWATER MANAGEMENT SYSTEMS.

* LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

THE CONTRACTOR SHALL INITIATE REPAIRS WITHIN 24 HOURS OF INSPECTIONS THAT INDICATE ITEMS ARE NOT IN GOOD

WORKING ORDER.

IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT TO

MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, THE CONTRACTOR SHALL PROVIDE

ADDITIONAL MEASURES, AS APPROVED BY THE ENGINEER.

5.0 NON-STORMWATER DISCHARGES:

IN THE SPECIFICATION SECTION 104 EROSION CONTROL PLAN, THE CONTRACTOR SHALL IDENTIFY ALL ANTICIPATED

NON-STORMWATER DISCHARGES (EXCEPT FLOWS FROM FIRE FIGHTING ACTIVITIES). THE CONTRACTOR SHALL DESCRIBE

THE PROPOSED MEASURES TO PREVENT POLLUTION OF THESE NON-STORMWATER DISCHARGES. IF THE CONTRACTOR

ENCOUNTERS CONTAMINATED SOIL OR GROUNDWATER, CONTACT DAVE LETTERMAN, DISTRICT HAZARDOUS MATERIALS

COORDINATOR AT (305) 63B-R549.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s s w p p p d i t m t o l k k i n v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CE-104

SWPPP NARATIVE - PAGE 2

ES BF

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s u t i l i t i e s n o r t h d i t b f i e v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CU-101

UTILITY PLAN - NORTH

PARKING LOT

ES BF

N

0 10' 20'

SCALE:

SITE PLAN - NORTH PARKING LOT

1" = 10' (30" x 42" PAPER SIZE)

LEGEND

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

EXISTING STORM SEWER

EXISTING UNDERGROUND ELECTRIC

EXISTING WATERMAIN

INSTALL STORM SEWER

INSTALL UNDERGROUND ELECTRIC

INSTALL STORM INLETS

INSTALL NEW LIGHT

GENERAL NOTES

1. SEE ELECTRICAL PLANS FOR NEW LIGHTING

LAYOUT AND ADDITIONAL INFORMATION.

SEE ELECTRICAL PLANS FOR

NEW LIGHTING & UNDERGROUND

ELECTRIC (TYP.)

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

FES-106

I. 5.90

75 LF - 15" HDPE @ 0.1%

CBMH-105

R. 9.40

I. 5.97

72 LF - 15" HDPE @ 0.1%

72 LF - 15" HDPE @ 0.1%

CBMH-104

R. 9.20

I. 6.05

64 LF - 15" HDPE @ 0.1%

19 LF - 15" HDPE @ 0.1%

FES-101

I. 6.20

CBMH-102

R. 8.70

I. 6.18

FES-201

I. 6.30

FES-301

I. 4.40

38 LF - 12" RCP @ 3.42%

FES-302

I. 5.70

CBMH-103

R. 9.20

I. 6.12

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s u t i l i t i e s s o u t h d i t m t o l k k i n v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST. PETERSBURG GRAVEL

PARKING

VB3238

01-29-2021

ST. PETERSBURG, FLORIDA

BID DOCUMENTS

BID DOCUMENTS

Date: 01/29/21

CU-102

UTILITY PLAN - SOUTH

PARKING LOT

ES BF

N

0 20' 40'

SCALE:

UTILITY PLAN - SOUTH

1" = 20' (30" x 42" PAPER SIZE)

LEGEND

CONSTRUCTION LIMITS

EXISTING STORM SEWER

EXISTING UNDERGROUND ELECTRIC

EXISTING WATERMAIN

INSTALL STORM SEWER

INSTALL UNDERGROUND ELECTRIC

INSTALL STORM INLETS

INSTALL NEW LIGHT

INSTALL NEW ELECTRIC HANDHOLE

GENERAL NOTES

1. SEE ELECTRICAL PLANS FOR NEW LIGHTING

LAYOUT AND ADDITIONAL INFORMATION.

EXTEND 12" RCP 4.0 LF

3' WIDE CURB CUT

WITH 3 CY OF CLASS 1

RIP-RAP WITH

GEOTEXTILE FABRIC

CONSTRUCTION

LIMITS

3' WIDE CURB CUT

WITH 3 CY OF CLASS 1

RIP-RAP WITH

GEOTEXTILE FABRIC

STORM STRUCTURE SCHEDULE

STRUCTURE

NUMBER DIAMETER (IN) CASTING (NEENAH OR

APPROVED EQUAL) NOTES

FES-101 15" NA

GALVANIZED FLARED END

SECTION W/ RIP-RAP,SEE

DETAIL 2/C-502

CBMH-102 30" R-3067-R SEE DETAIL 11/C-501

CBMH-103 30" R-3067-R SEE DETAIL 11/C-501

CBMH-104 30" R-3067-R SEE DETAIL 11/C-501

CBMH-105 30" R-3067-R SEE DETAIL 11/C-501

FES-106 15" NA

GALVANIZED FLARED END

SECTION W/ RIP-RAP, SEE

DETAIL 2/C-502

FES-201 12" NA GALVANIZED FLARED END

SECTION

FES-301 12" NA

GALVANIZED FLARED END

SECTION W/ RIP-RAP,SEE

DETAIL 2/C-502

FES-302 12" NA GALVANIZED FLARED END

SECTION

SEE ELECTRICAL PLANS

FOR NEW LIGHTING &

UNDERGROUND ELECTRIC (TYP.)

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

BUMPER CURB

AutoCAD SHX Text

SPEED HUMP

AutoCAD SHX Text

BENCH MARK: TOP NUT OF HYDRANT ELEVATION = 10.46 FEET

AutoCAD SHX Text

HOOVER BLVD.

AutoCAD SHX Text

BLDG.

AutoCAD SHX Text

GATE

AutoCAD SHX Text

CONCRETE SLAB

AutoCAD SHX Text H

AutoCAD SHX Text H

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y v b a s t p e t e r s b u r g g r a v e l p a r k i n g c i v i l c a d f i l e s s h e e t s d e t a i l s d i t m t o l k k i n v e d o t

A

M

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

IMEG CORP.

14755 PRESTON RD STE 845

DALLAS, TX 75254

972-239-6100

MARIO ARRENDONDO

Project Director

Revisions:

13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 16104

ST.