RE: Initiation of Section 106 Consultation for the ...€¦ · PROJECT DESCRIPTION (UNDERTAKING) ... including a Community Development Block Grant (CDBG) award from the U.S. Department

U.S. Department of Homeland Security Region IV

3003 Chamblee-Tucker Road – Hollins Building Atlanta, Georgia 30341

www.fema.gov

November 9, 2010 Ms. Laura A. Kammerer Deputy State Historic Preservation Officer for Review and Compliance Florida Division of Historical Resources Bureau of Historic Preservation R.A. Gray Building 500 South Bronough Street – Room 423 Tallahassee, FL 32399-0250 RE: Initiation of Section 106 Consultation for the Construction of a New Seawall along

Avenida Menendez in St. Augustine, St. Johns County, Florida Dear Ms. Kammerer: The Federal Emergency Management Agency (FEMA) is formally initiating the consultation process under the United States Code of Federal Regulations (CFR) Title 36, Part 800, “Protection of Historic Properties,” the regulations that implement Section 106 of the National Historic Preservation Act of 1966, as amended, for the construction of a new seawall along Avenida Menendez in St. Augustine, St. Johns County, Florida. PROJECT DESCRIPTION (UNDERTAKING) The City of St. Augustine, the county seat of St. Johns County, is located in the northeast corner of Florida on the Atlantic Coast (Attachments 1, 2, 3). St. Augustine has been repeatedly damaged by flooding and storm surge. The wind and wave action has undermined the existing Avenida Menendez Seawall, causing it to crack, break apart, and topple over in several areas. The City of St. Augustine has applied for a Flood Mitigation Assistance (FMA) Program grant for a project to reduce storm surge damage to the historic downtown area by constructing a new seawall just seaward (east) of the existing Avenida Menendez Seawall. Construction of a new seawall to a height of 7.7 feet will preserve the existing seawall and eliminate the destructive flooding of most events up to a Category 1 storm surge (Attachment 4). The City of St. Augustine proposes to preserve the existing seawall and construct a new wall in front of the historic seawall to provide the businesses and residents in Historic Districts 1 and 2, as well as the Florida National Guard Headquarters, with Category 1 storm surge (7.4 feet above Mean Sea Level [MSL]) protection. The proposed project is the construction of a seawall 12 feet seaward of an existing eroding historic seawall. The proposed seawall would consist of two sections. The lower section would be concrete sheet pile, with a top elevation of 4.8 feet National Geodetic Vertical Datum (NGVD). The upper section would be cast-in-place concrete with a top elevation of 7.7 NGVD. The space between the old and new seawalls would be infilled with clean sand material and topped with a new 12-foot-wide promenade to encapsulate the historic wall for its preservation. A small segment of the historic seawall would be left exposed to

Page 2 of 5

facilitate viewing by the public. The construction of the new seawall consists of installing approximately 1,200 linear feet of new concrete precast driven panel seawall with concrete piles driven to 22.0 or 27.0 feet below MSL, placing soil anchors to support the new wall, and installing other architectural, landscape, electrical, and utility appurtenances seaward of the existing historic seawall. In addition, three stormwater treatment vaults would be constructed to treat stormwater at three outfalls along the proposed seawall. The proposed stormwater management system would consist of an exfiltration trench and three Vortechnics stormwater treatment vaults to improve the water quality at the discharge from existing hydrologic basins of the City of St. Augustine. The system would be installed along the new seawall promenade. The exfiltration trench would treat runoff from the proposed 1,200-foot long, 12-foot wide impervious promenade between the existing and proposed seawalls. The Vortechnics vaults would be connected to three existing outfalls (one vault per outfall) to provide stormwater treatment to approximately 18.3 acres in the City of St. Augustine. Each vault would be installed underneath the proposed promenade. The outfall pipes would be extended from each vault and through the new seawall to discharge to the Matanzas River. Under the proposed action, construction of the new seawall would affect waters of the United States and require excavation to mitigate damage to existing wetlands. There would be permanent impacts on 0.010 acre of smooth cordgrass (Spartina alterniflora), 0.051 acre of oyster beds, and 0.288 acre of tidal flats (mudflats) waterward of the historic Avenida Menendez Seawall. These impacts have been permitted by the U.S. Army Corps of Engineers (USACE) with permit number SAJ-2004-3490-MRE and would be mitigated by the creation of a minimum of 0.05 acre (2,178 square feet) of tidal marsh wetlands within the area noted on the project drawings (see Attachment 4). This area would be excavated as necessary to match the elevations of the adjacent marsh and planted with smooth cordgrass on, at minimum, 1.5-foot centers. PREVIOUS SECTION 106 CONSULTATION The City of St. Augustine has been coordinating with regulatory agencies and resource stakeholders, including the City’s Historic Architectural Review Board (HARB) and the Florida Division of Historic Resources (SHPO), since 2002. During this time, the City sought funding sources for the proposed undertaking, including a Community Development Block Grant (CDBG) award from the U.S. Department of Housing and Urban Development (HUD). Although CDBG funding is no longer being sought for the proposed undertaking, FEMA is building on, to the extent appropriate, the City’s efforts to coordinate with resource agencies in fulfilling its regulatory responsibilities (Attachment 5). In letters of May 17, 2004 (addressed to Mr. Russell Price of the Florida Department of Environmental Protection) and September 2, 2004 (addressed to Mr. Mark Evans of USACE Jacksonville), the SHPO presented its opinion that “the old seawall along Avenida Menendez appears to meet the criteria for listing in the National Register” and “[t]he nature and/or location of the new seawall construction is such that it will have an adverse effect on the historic characteristics of the old Avenida Menendez Seawall that may qualify it for listing in the National Register.”

Page 3 of 5

A Florida Historic Structure Form, prepared by Taylor Engineering and dated March 3, 2005, recommends that the seawall be considered a potential contributing resource to a National Register District (presumed to be the St. Augustine Town Plan Historic District). The form appears to have an approval from the SHPO staff dated December 19, 2003. Discussions continued between the City of St. Augustine, Dr. Steven Schropp of Taylor Engineering, and the SHPO regarding this project. In a letter dated March 9, 2005, to Mark Evans with USACE Jacksonville, the SHPO provided an opinion that the proposed project would have no adverse effect on the Avenida Menendez Seawall. The SHPO recommended that City Archaeologist, Carl Halbirt, be on site to monitor the construction activities. The SHPO letter did not comment on effects on the St. Augustine Town Plan Historic District or other above-ground historic properties within the Area of Potential Effects (APE). In an unsigned letter dated March 10, 2005, from the SHPO to City Historian, Cecile-Marie Sastre, the SHPO provided the same recommendation regarding archaeological monitoring as in the March 9, 2005 letter. However, the SHPO revised or clarified its opinion by stating that “the proposed project will have no adverse effect on the archaeological resources associated with the Avenida Menendez Seawall project.” In addition, the SHPO stated that design plans for the landscaping and streetscape were required for the SHPO to complete its review of the proposed project. According to the FMA subapplication materials, the last correspondence received from the SHPO was on October 25, 2006. Addressed to Mr. Timothy Ish with Taylor Engineering, the letter referred to the proposed seawall project and a related project funded through HUD. The HUD project is no longer being funded. The SHPO again requested design plans for the landscaping and streetscape in order to find “ways to minimize and/or mitigate the adverse effects of the overall project” and complete their review of the project. AREA OF POTENTIAL EFFECTS In accordance with 36 CFR §800.4(a), FEMA has defined an APE consistent with the scale and nature of the undertaking (Attachment 6). The APE includes the area of potential ground-disturbing activity associated with the undertaking and accounts for potential indirect, visual effects along the major vistas of the Avenida Menendez, St. Francis Street, and Bridge Street, and across the open land on the east side of Marine Street, across from the National Guard property (St. Francis Barracks [SJ10A]) at the south end of the project area. IDENTIFICATION OF HISTORIC PROPERTIES As stipulated in 36 CFR §800.4(b), FEMA has made a reasonable and good faith effort to carry out identification of historic properties within the APE. Because of the widely acknowledged historic significance of the City of St. Augustine and the density of historic properties therein, built resources within the City have been well documented and no on-site survey was necessary. SHPO staff aided in the identification effort by providing existing National Register Inventory Nomination Forms and Florida Historic Structure Forms to FEMA’s contractor, URS Group, Inc. (URS). URS conducted additional primary-source research at the National Archives and Records Administration (NARA) in College Park, Maryland, and online research was directed toward

Page 4 of 5

obtaining maps and photographic documentation of the APE. Review of this information by URS Architectural Historians meeting the Secretary of the Interior’s Professional Qualification Standards (36 CFR Part 61) resulted in the identification of twenty-seven historic properties within the APE (Attachments 7, 8). Of these, two properties, the St. Augustine Town Plan Historic District (SJ00010) and the Alvarez House (SJ00010G), are currently listed in the National Register of Historic Places (NRHP). One property, the Avenida Menendez Seawall (SJ04971), was formally determined eligible for listing in the NRHP in 2003-2005, as noted above. The remaining twenty-four properties are located in the St. Augustine Town Plan Historic District. These properties were evaluated and determined to be contributing resources to the Historic District, and therefore, were considered to be listed in the NRHP. Of these twenty-four properties, eight were also determined to be individually eligible for listing in the NRHP. Comprehensive identification and evaluation of archaeological resources within the APE has not been conducted, but archaeological resources associated with the NRHP-eligible Avenida Menendez Seawall are known to be present in the project area. As part of the City’s coordination with the SHPO on the project, a report was completed by City Historian Cecile-Marie Sastre, Ph.D., in January 2005. The report references an archaeological survey completed by City Archaeologist Carl Halbirt in January 2005 consisting of limited (two trench) archaeological testing on the seaward face of the current seawall. The testing identified “pavers,” or a toe to the seawall, and the report recommends that this feature be avoided during the construction of the new seawall by moving it 12 feet from the existing wall. There is a high probability for the presence of additional archaeological historic properties within the direct APE. ASSESSMENT OF EFFECTS FEMA has applied the Criteria of Adverse Effect in accordance with 36 CFR §800.5, and has determined that the undertaking will have an adverse effect on historic properties. The undertaking consists of the burial of the Avenida Menendez Seawall and the construction of a new public promenade along the Matanzas River along the eastern edge of the St. Augustine Town Plan Historic District. FEMA seeks SHPO written concurrence with its findings and determinations as presented above. Due to high public visibility, FEMA is requesting the favor of an expedited 15 day review. Please refer to the enclosed CD for the attachments. I look forward to working with you during the Section 106 process. Should you have any questions, please contact me at (770) 220-5387 or [email protected]. Sincerely, Stephanie L. Madson, Ph.D. Deputy Regional Environmental Officer FEMA Region IV

mailto:[email protected]�

Page 5 of 5

Copies: Carl D. Halbirt, City Archaeologist, St. Augustine, FL Cecile-Marie Sastre, City Historian, St. Augustine, FL Christine Arato, Senior Historian/Acting National Historic Landmark Program Manager, Southeast Region, Atlanta, GA Attachments (refer to the enclosed CD): Attachment 1 – Project Location Topographic Map Attachment 2 – Project Location Aerial Photograph Attachment 3 – Project Location Photographs Attachment 4 – Construction Drawings (Dated March 20, 2009) Attachment 5 – Project Section 106 Coordination Chronology Attachment 6 – Area of Potential Effects Attachment 7 – Table of Historic Properties within the APE Attachment 8 – Photographs of Historic Properties within the APE

Attachment 1

Project Location Topographic Map

1 ½ 0 1 MILE

1000 0 1000 2000 3000 4000 5000 6000 7000 FEET

1 .5 0 1 KILOMETER

PROJECT

SCALE

SOURCE

PROJECT NO. 19556733

N

Project Location MapAvenida Menendez Seawall

ATTACHMENT 1USGS St. Augustine, FL (1992)7.5 minute topographic Quadrangle

1”=2000’

Project Location

Attachment 2

Project Location Aerial Photograph

1 ½ 0 1 MILE

1000 0 1000 2000 3000 4000 5000 6000 7000 FEET

1 .5 0 1 KILOMETER

PROJECT

SCALE

SOURCE

PROJECT NO. 19556733

N

Aerial Photo of Project LocationAvenida Menendez Seawall

ATTACHMENT 2Google Earth Professional 2010

1”=140’’

Project Location

Attachment 3

Project Location Photographs

PROJECT

SOURCE ATTACHMENT 3

Avenida Menendez Seawall Project Location Photographs

n/aSCALE

Figure 1. Ca. 1880s Photograph of Historic Seawall Looking N along Avenida Menendez

Figure 2. Looking N along Avenida Menendez Seawall after Tropical Storm Fay in 2008

FEMA, Google Earth Professional 2010

PROJECT

SOURCE ATTACHMENT 3


n/aSCALE

Figure 4. Looking SE at South End of Avenida Menendez Seawall, 2009

Figure 3. Looking N along Avenida Menendez Seawall after Tropical Storm Fay in 2008

FEMA, Google Earth Professional 2010

PROJECT

SOURCE ATTACHMENT 3


n/aSCALE

Figure 6. Looking SE along Avenida Menendez Seawall, 2009

Figure 5. Looking NE along Avenida Menendez Seawall, 2009

Google Earth Professional 2010

PROJECT

SOURCE ATTACHMENT 3


n/aSCALE

Figure 7. Looking SE at North End of Avenida Menendez Seawall, 2009

Figure 8. Looking SW across Avenida Menendez from North End of Project Area, 2009


PROJECT

SOURCE ATTACHMENT 3


n/aSCALE

Figure 9. Looking SW across Avenida Menendez near North End of Project Area, 2009

Figure 10. Looking SW across Avenida Menendez near South End of Project Area, 2009


Attachment 4

Construction Drawings (Dated January 14, 2009)

FLO

RID

A

NAS

SAU

ST.

JO

HN

S

FLA

GLE

R

VO

LUSI

A

BR

EVA

RD

IND

IAN

RIV

ER

ST.

LU

CIE

MA

RTI

N

PAL

M B

EAC

H

BR

OW

AR

D

DA

DE

DU

VAL

LOC

ATI

ON

MA

PN

.T.S

.

PR

OJE

CT

LOC

ATI

ON

SEA

L

PR

OJE

CT

TITL

E

SH

EET

OF

DA

TE

PR

OJE

CT

NO

21

34

56

78

ABCDEFGH

ABCDEFGH

21

34

56

78

1-80

0-43

2-47

70

Cal

l (2)

Bus

ines

s D

ays

Befo

re y

ou D

ig. I

t's th

e La

w!!!

One

Cal

l of F

lorid

a, In

c.S

unsh

ine

Sta

teO

ne C

all o

f Flo

rida,

Inc.

Sun

shin

e S

tate

PRO

JEC

TLO

CA

TIO

N

AV

EN

IDA

ME

NE

ND

EZ

SE

AW

ALL

ST.

AU

GU

STI

NE

PR

EP

AR

ED

FO

R

CIT

Y O

F S

T. A

UG

US

TIN

E, F

LOR

IDA

VIC

INIT

Y M

AP

RE

FER

EN

CE:

US

GS

7.5

' QU

AD

RAN

GLE

MAP

,S

T. A

UG

US

TIN

E, F

LOR

IDA

1992

GR

APH

IC S

CA

LEFU

LLS

IZE

: 1" =

2,0

00'

RE

DU

CE

D: 1

" = 4

,000

'

02,

000'

4,00

0'8,

000'

JAC

KS

ON

VIL

LE, F

LOR

IDA

322

56

1015

1 D

EE

RW

OO

D P

AR

K B

LVD

.B

LDG

. 300

, SU

ITE

300

TAY

LOR

EN

GIN

EE

RIN

G IN

C.

CE

RTI

FIC

ATE

OF

AU

THO

RIZ

ATIO

N #

: 481

5

MIC

HA

EL P

. WH

ELAN

P.E

.# 5

5496

621

ST.

AU

GU

STI

NE

AV

EN

IDA

MEN

END

EZS

EA

WA

LL

JAN

UA

RY

14,

200

9

C20

03-0

48

ST.

JO

HN

S C

OU

NTY

, FLO

RID

A

T-1

FIN

AL

NOREVISIONS / SUBMISSIONSDATE ZONE

JAC

KS

ON

VIL

LE, F

LOR

IDA

3225

690

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0TA

YLO

R E

NG

INE

ERIN

G IN

C.

CER

TIFI

CA

TE O

F AU

THO

RIZ

ATIO

N #

: 481

5

SEA

L

PR

OJE

CT

TITL

E

DES

IGN

ED

DR

AW

N

CH

EC

KED

REV

IEW

ED

DA

TE

SC

ALE

AS

SHO

WN

PR

OJE

CT

NO

DR

AW

ING

TIT

LE

SH

EET

1

A

4O

F62

BCDF EH GGH EF D C B A

23

45

67

8 87

65

43

21

RE

FER

EN

CE

D S

TATI

ON

21+

00B

VA C

ON

TRO

L P

OIN

T #2

PE

RP

EN

DIC

ULA

R T

O R

OA

DC

EN

TER

LIN

E

ST.

AU

GU

STI

NE

, FL

SEA

WA

LL

MIC

HA

EL P

. WH

ELAN

P.E

.# 5

5496

AV

EN

IDA

MEN

END

EZ

C20

03-0

48

JAN

UA

RY

14,

200

9

MPW

MPW

ALMPW

A

PR

OJE

CT

KE

Y &

LEG

END

SH

EET

EX

CA

VA

TIO

N E

ND

EX

CA

VA

TIO

N S

TAR

T

K-1

STA

RT

STA

TIO

N 9

+45.

90

EN

D O

F PR

OJE

CT

STA

RT

OF

PRO

JEC

T

PR

OPO

SED

LO

CA

TIO

NO

F N

EW

SE

AWAL

L

GR

APH

IC S

CA

LEFU

LL-S

IZE

: 1" =

50'

RE

DU

CE

D: 1

" = 1

00'

200'

100'

50'

0

B

C

D

E

AV

-2C

D-1

CG

-1S

-2L-

1E

-1

BV

-2C

D-2

CG

-2S

-3L-

2E

-2

CV

-2 &

3C

D-3

CG

-3S

-4L-

3E

-3

DV

-3C

D-4

CG

-4S

-5L-

4E

-4

EV

-3C

D-5

CG

-5S

-6L-

5E

-5

STA

TIO

N

NO

RTH

ING

E

ASTI

NG

9+45

.90

2019

345.

4099

5581

20.9

149

9+50

2

0193

46.5

818

5581

24.8

436

10+0

0

2019

379.

3308

5581

57.8

040

10+5

020

1942

9.16

2655

8161

.642

411

+00

2019

479.

1338

5581

62.2

113

11+5

020

1952

9.05

7255

8159

.495

012

+00

2019

578.

8041

5581

54.5

933

12+5

020

1962

8.33

6155

8147

.773

013

+00

2019

677.

8100

5581

40.5

385

13+5

020

1972

7.28

2755

8133

.296

114

+00

2019

776.

7527

5581

26.0

356

14+5

020

1982

6.27

0855

8118

.767

115

+00

2019

875.

6916

5581

11.5

064

15+5

020

1992

5.15

8955

8104

.227

316

+00

2019

974.

6309

5580

96.9

803

16+5

020

2002

4.10

1155

8089

.720

717

+00

2020

072.

8198

5580

79.4

017

17+5

020

2011

7.22

9955

8056

.453

918

+00

2020

161.

0426

5580

32.3

613

18+5

020

2020

4.32

8255

8007

.342

619

+00

2020

247.

1457

5579

81.5

236

19+5

020

2028

9.90

5955

7955

.617

920

+00

2020

331.

9749

5579

28.5

973

20+5

020

2037

3.41

9155

7900

.630

921

+00

2020

414.

1930

5578

71.6

928

21+5

020

2045

4.74

0555

7842

.345

722

+00

2020

495.

2014

5578

13.0

613

22+5

020

2053

5.70

5655

7783

.745

623

+00

2020

576.

2531

5577

54.3

985

LIN

E T

ABLE

LIN

ELE

NG

TH (F

T)N

OR

THIN

GE

AS

TIN

GL1

50.6

9S

TAR

T 20

1956

6 E

ND

201

9616

STA

RT

5581

56 E

ND

558

150

L252

.59

STA

RT

2019

616

EN

D 2

0196

68S

TAR

T 55

8150

EN

D 5

5814

2L3

47.2

4S

TAR

T 20

1966

8 E

ND

201

9715

STA

RT

5581

42 E

ND

558

135

L446

.01

STA

RT

2019

715

EN

D 2

0197

61S

TAR

T 55

8135

EN

D 5

5812

8L5

9.04

STA

RT

2019

761

EN

D 2

0197

70S

TAR

T 55

8128

EN

D 5

5812

7L6

8.45

STA

RT

2019

770

EN

D 2

0197

78S

TAR

T 55

8127

EN

D 5

5812

6L7

35.6

1S

TAR

T 20

1977

8 E

ND

201

9813

STA

RT

5581

26 E

ND

558

121

L848

.08

STA

RT

2019

813

EN

D 2

0198

61S

TAR

T 55

8121

EN

D 5

5811

4L9

38.2

5S

TAR

T 20

1986

1 E

ND

201

9899

STA

RT

5581

14 E

ND

558

108

L10

14.1

8S

TAR

T 20

1989

9 E

ND

201

9913

STA

RT

5581

08 E

ND

558

106

L11

56.9

8S

TAR

T 20

1991

3 E

ND

201

9969

STA

RT

5581

06 E

ND

558

098

L12

43.0

4S

TAR

T 20

1996

9 E

ND

202

0012

STA

RT

5580

98 E

ND

558

092

L13

36.9

1S

TAR

T 20

2001

2 E

ND

202

0048

STA

RT

5580

92 E

ND

558

086

L14

26.8

8S

TAR

T 20

2008

3 E

ND

202

0107

STA

RT

5580

74 E

ND

558

062

L15

28.9

5S

TAR

T 20

2010

7 E

ND

202

0132

STA

RT

5580

62 E

ND

558

048

L16

1.77

STA

RT

2020

132

EN

D 2

0201

34S

TAR

T 55

8048

EN

D 5

5804

7L1

71.

60S

TAR

T 20

2013

4 E

ND

202

0135

STA

RT

5580

47 E

ND

558

046

L18

2.74

STA

RT

2020

135

EN

D 2

0201

38S

TAR

T 55

8046

EN

D 5

5804

5L1

91.

98S

TAR

T 20

2013

8 E

ND

202

0139

STA

RT

5580

45 E

ND

558

044

L20

12.1

5S

TAR

T 20

2013

9 E

ND

202

0150

STA

RT

5580

44 E

ND

558

038

L21

17.2

1S

TAR

T 20

2015

0 E

ND

202

0165

STA

RT

5580

38 E

ND

558

030

L22

33.4

9S

TAR

T 20

2016

5 E

ND

202

0194

STA

RT

5580

30 E

ND

558

013

L23

44.0

9S

TAR

T 20

2019

4 E

ND

202

0232

STA

RT

5580

13 E

ND

557

991

L24

55.7

2S

TAR

T 20

2023

2 E

ND

202

0280

STA

RT

5579

91 E

ND

557

962

L25

56.8

3S

TAR

T 20

2028

0 E

ND

202

0328

STA

RT

5579

62 E

ND

557

931

L26

45.2

1S

TAR

T 20

2032

8 E

ND

202

0365

STA

RT

5579

31 E

ND

557

906

L27

47.0

9S

TAR

T 20

2036

5 E

ND

202

0404

STA

RT

5579

06 E

ND

557

879

L28

12.8

7S

TAR

T 20

2040

4 E

ND

202

0414

STA

RT

5578

79 E

ND

557

872

L29

100.

00S

TAR

T 20

2041

4 E

ND

202

0495

STA

RT

5578

72 E

ND

557

813

L30

99.9

5S

TAR

T 20

2049

5 E

ND

202

0576

STA

RT

5578

13 E

ND

557

754

CU

RV

E T

ABLE

CU

RVE

RA

DIU

SLE

NG

THC

HO

RD

DE

LTA

BE

AR

ING

TAN

GEN

TC

110

0.02

23.6

323

.58

13°3

2'14

"N

67°4

7'49

"E11

.87

C2

28.4

625

.45

24.6

151

°14'

24"

N35

°24'

30"E

13.6

5C

323

0.01

23.2

923

.28

5°48

'08"

N06

°53'

14"E

11.6

6C

413

93.9

763

.20

63.1

92°

35'5

1"N

02°4

1'15

"E31

.60

C5

1386

.30

105.

6710

5.65

4°22

'03"

N03

°29'

57"W

52.8

6C

675

.46

16.2

416

.21

12°2

0'02

"N

12°1

9'02

"W8.

15C

711

4.92

21.0

020

.97

10°2

8'05

"N

23°4

3'05

"W10

.53

NO

TE: S

EE

ATT

AC

HE

D A

LIG

NM

EN

T S

TATI

ON

AN

D C

UR

VE R

EPO

RT

FOR

MO

RE

DET

AILS

MATCHLINE STA. 19+36.00

12

34

56

788

76

54

32

ABCDF EH GGH EF D C B

62O

F15

A

1

SH

EET

DR

AW

ING

TIT

LE

PR

OJE

CT

NO

AS

SHO

WN

SC

ALE

DA

TE

REV

IEW

ED

CH

EC

KED

DR

AW

N

DES

IGN

ED

PR

OJE

CT

TITL

E

SEA

L

CER

TIFI

CA

TE O

F AU

THO

RIZ

ATIO

N #

: 481

5

TAY

LOR

EN

GIN

EER

ING

INC

.90

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0JA

CK

SO

NV

ILLE

, FLO

RID

A 32

256

ZONEDATE REVISIONS / SUBMISSIONS NO

GR

APH

IC S

CA

LEFU

LLS

IZE:

1" =

10'

RE

DU

CE

D: 1

" = 2

0'

40'

20'

10'

0

C20

03-0

48

JAN

UA

RY

14,

200

9

MPW

MPW

ALMPW

ST.

AU

GU

STI

NE

, FL

SE

A W

ALL

MIC

HA

EL P

. WH

ELAN

P.E

.# 5

5496

AV

EN

IDA

MEN

END

EZP

LAC

E A

LL E

XCAV

ATED

MAT

ERIA

LW

ITH

IN B

ER

M B

OU

ND

ARY

(SE

E L-

1 FO

R S

OD

DIN

G R

EQ

UIR

EMEN

TS)

3'

PA

RT

IAL

PLA

N (

KE

Y S

HE

ET

A)

PAV

ING

, GR

AD

ING

AN

DD

RA

INAG

E1

OF

5

CG

-1

REM

OV

E AN

D R

EPA

VE T

OM

ATC

H E

XIST

ING

GR

ADE

3'

MIL

L EX

ISTI

NG

ASP

HA

LT A

ND

REP

LAC

EW

ITH

1" T

YPE

II A

SPH

ALT

TO

MA

TCH

GR

ADE

NE

W G

ATE

NE

W G

UA

RD

RA

IL

3' T

OP

OF

BER

M

BER

M S

LOPE

1V

:3H

NEW

WO

OD

EN

WA

LKW

AYP

ER S

-16

AND

S-1

7

CO

NTR

AC

TOR

TO

PLA

CE

CO

NC

RET

E AN

D S

EAL

EXI

STIN

G P

IPE,

CO

OR

DIN

ATE

WIT

H E

LEC

TRIC

AL

PLA

NS

CO

NTR

AC

TOR

TO

CO

NN

ECT

EXI

STIN

G C

ATC

H B

ASI

N T

ON

EW

CA

TCH

BAS

IN W

ITH

NEW

24"

DIA

ME

TER

HD

PE P

IPE

CO

NTR

AC

TOR

TO

INS

TALL

NE

W C

ATC

H B

ASIN

NE

W 1

8" Ø

HD

PE

PIPE

SEE BELOW FOR CONTINUATION

SEE ABOVE FOR CONTINUATION

MA

TCH

EX

SIT

ING

GR

OU

ND

MA

TCH

EX

SIT

ING

GR

OU

ND

FOR

ALL

UTI

LITY

STR

UC

TUR

ES

WIT

HIN

AR

EA

TO B

E R

EG

RAD

ED, C

ON

TRA

CTO

R T

O S

AW

CU

TE

XIS

TIN

G S

TRU

CTU

RE

TO

6" B

ELO

W P

RO

PO

SE

D G

RAD

E C

ON

TRAC

TOR

TO

CAS

T N

EW 6

" TO

PS

LAB

, AN

D R

EU

SE

EX

ISTI

NG

AC

CE

SS

LID

S. C

ON

TRA

CTO

R T

O S

UBM

IT S

HO

P D

RAW

ING

S PR

IOR

TO

WO

RK.

TEM

PO

RA

RY

WO

OD

ENW

ALKW

AY P

ER S

-16

AND

S-1

7

2

22

2

2

REVISIONS SUBMITTED 11/16/07 - JCK

REVISIONS AS PART OF FINAL SUBMITTAL - JCK

11/16/07

TBD1

2

2

2

1

1

MATCHLINE STA. 19+36.00 12

34

56

788

76

54

32


62O

F16

A

1

SH

EET

DR

AW

ING

TIT

LE

PR

OJE

CT

NO

AS

SHO

WN

SC

ALE

DA

TE

REV

IEW

ED

CH

EC

KED

DR

AW

N

DES

IGN

ED

PR

OJE

CT

TITL

E

SEA

L

CER

TIFI

CA

TE O

F AU

THO

RIZ

ATIO

N #

: 481

5

TAY

LOR

EN

GIN

EER

ING

INC

.90

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0JA

CK

SO

NV

ILLE

, FLO

RID

A 32

256



GR

APH

IC S

CA

LEFU

LLS

IZE:

1" =

10'

RE

DU

CE

D: 1

" = 2

0'

40'

20'

10'

0

C20

03-0

48

JAN

UA

RY

14,

200

9

MPW

MPW

ALMPW

ST.

AU

GU

STI

NE

, FL

SEA

WA

LL

MIC

HA

EL P

. WH

ELAN

P.E

.# 5

5496

AV

EN

IDA

MEN

END

EZ

3'

PA

RT

IAL

PLA

N (

KE

Y S

HE

ET

B)

PAV

ING

, GR

AD

ING

AN

DD

RA

INAG

E2

OF

5

CG

-2

REM

OV

E AN

D R

EPA

VE T

O M

ATC

H E

XIS

TIN

G G

RAD

E

STA

. 17+

63.4

3 R

INV.

1.3

9'P

IPE

: 18"

RC

P

VO

RTE

CH

MO

DEL

700

0 (B

OX

3)

MIL

L EX

ISTI

NG

ASP

HA

LT A

ND

REP

LAC

EW

ITH

1" T

YPE

II A

SPH

ALT

TO

MA

TCH

GR

ADE

3'

TO B

E A

BAN

DO

NED

STA

. 17+

45.1

2 R

INV

. 1.

39'

PIP

E: 1

8" R

CP

REM

OV

E SE

CTI

ON

OF

EXI

STI

NG

PIP

E

CAS

T IR

ON

GR

ATE

12"

x12"

CO

NTR

AC

TOR

TO

SU

BM

IT S

AM

PLE

(SE

E L1

- L5

FO

R G

RAT

E LO

CAT

ION

S)C

AST

IRO

N G

RA

TE 1

2"x1

2"C

ON

TRA

CTO

R T

O S

UB

MIT

SAM

PLE

(SE

E L1

- L5

FO

RG

RA

TE L

OC

ATIO

NS)

020

4060

2040

60

CENTER LINE AVE. MENENDEZC L

PROP. SEAWALL

EX. SEAWALL

PR

OP.

GR

AD

ES

LOP

E 1V

:12H

STA

TIO

N 1

9+00

DIS

TAN

CE

IN F

EET

EXI

STIN

G G

RAD

E

-2-101234567

ELEVATION IN FEET (NGVD)

020

4060

2040

60


PROP. SEAWALL

EX. SEAWALL

PR

OP.

GR

AD

ES

LOP

E 1V

:12H

STA

TIO

N 1

8+00

DIS

TAN

CE

IN F

EET

EXI

STIN

G G

RAD

E

-2-101234567

ELEVATION IN FEET (NGVD)C

G-2

18+0

0C

G-2

19+0

0EXF

ILTR

ATIO

NTR

EN

CH

PER

CG

-8 NEW

± 2

26 L

F O

F 18

" ɸ

HD

PE

PIP

E

CO

NTR

AC

TOR

TO

INS

TALL

± 1

8 LF

OF

18" ɸ

HD

PEP

IPE

BETW

EEN

EX

ISTI

NG

STR

UC

TUR

ES

CO

NTR

AC

TOR

TO

SA

WC

UT

AND

CO

NN

EC

T TO

EX

ISTI

NG

CAT

CH

BAS

IN

FOR

ALL

UTI

LITY

STR

UC

TUR

ES

WIT

HIN

AR

EA

TO B

E R

EG

RAD

ED, C

ON

TRA

CTO

R T

O S

AW

CU

TE

XIS

TIN

G S

TRU

CTU

RE

TO

6" B

ELO

W P

RO

PO

SE

D G

RAD

E C

ON

TRAC

TOR

TO

CAS

T N

EW 6

" TO

PS

LAB

, AN

D R

EU

SE

EX

ISTI

NG

AC

CE

SS

LID

S. C

ON

TRA

CTO

R T

O S

UBM

IT S

HO

P D

RAW

ING

S PR

IOR

TO

WO

RK.

PR

OM

EN

AD

EP

RO

ME

NA

DE



11/16/07

TBD1

2

22

22

2

2

2

1

1

1

CG

-212

CG

-222



12

34

56

788

76

54

32


62O

F17

A

1

SH

EET

DR

AW

ING

TIT

LE

PR

OJE

CT

NO

AS

SHO

WN

SC

ALE

DA

TE

REV

IEW

ED

CH

EC

KED

DR

AW

N

DES

IGN

ED

PR

OJE

CT

TITL

E

SEA

L

CER

TIFI

CA

TE O

F AU

THO

RIZ

ATIO

N #

: 481

5

TAY

LOR

EN

GIN

EER

ING

INC

.90

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0JA

CK

SO

NV

ILLE

, FLO

RID

A 32

256


GR

APH

IC S

CA

LEFU

LLS

IZE:

1" =

10'

RE

DU

CE

D: 1

" = 2

0'

40'

20'

10'

0

C20

03-0

48

JAN

UA

RY

14,

200

9

MPW

MPW

ALMPW

ST.

AU

GU

STI

NE

, FL

SEA

WA

LL

MIC

HA

EL P

. WH

ELAN

P.E

.# 5

5496

AV

EN

IDA

MEN

END

EZ

3'

PA

RT

IAL

PLA

N (

KE

Y S

HE

ET

C)

PAV

ING

, GR

AD

ING

AN

DD

RA

INAG

E3

OF

5

CG

-3

REM

OV

E AN

D R

EPA

VE T

O M

ATC

H E

XIS

TIN

G G

RAD

E

MIL

L EX

ISTI

NG

ASP

HA

LT A

ND

REP

LAC

EW

ITH

1" T

YPE

II A

SPH

ALT

TO

MA

TCH

GR

ADE

3'

CAS

T IR

ON

GR

ATE

12"

x12"

CO

NTR

AC

TOR

TO

SU

BM

IT S

AM

PLE

(SE

E L1

- L5

FO

R G

RAT

E LO

CAT

ION

S)

020

4060

2040

60

STA

TIO

N 1

7+00

DIS

TAN

CE

IN F

EET


PROP. SEAWALL

EX. SEAWALL

PR

OP.

GR

AD

ES

LOP

E 1V

:12H

020

4060

2040

60

STA

TIO

N 1

5+00

DIS

TAN

CE

IN F

EET


PROP. SEAWALL

EX. SEAWALL

PR

OP.

GR

AD

ES

LOP

E 1V

:12H

020

4060

2040

60

STA

TIO

N 1

6+00

DIS

TAN

CE

IN F

EET


PROP. SEAWALL

EX. SEAWALL

PR

OP.

GR

AD

ES

LOP

E 1V

:12H

EXI

STIN

G G

RAD

EE

XIST

ING

GR

ADE

EXI

STIN

G G

RAD

E

-2-101234567


-2-101234567


-2-101234567


CG

-3

15+0

0

CG

-3

16+0

0

CG

-317

+00

FOR

ALL

UTI

LITY

STR

UC

TUR

ES

WIT

HIN

AR

EA

TO B

E R

EG

RAD

ED, C

ON

TRA

CTO

R T

O S

AW

CU

TE

XIS

TIN

G S

TRU

CTU

RE

TO

6" B

ELO

W P

RO

PO

SE

D G

RAD

E C

ON

TRAC

TOR

TO

CAS

T N

EW 6

" TO

PS

LAB

, AN

D R

EU

SE

EX

ISTI

NG

AC

CE

SS

LID

S. C

ON

TRA

CTO

R T

O S

UBM

IT S

HO

P D

RAW

ING

S PR

IOR

TO

WO

RK.

PR

OM

EN

AD

EP

RO

ME

NA

DE

PR

OM

EN

AD

E



11/16/07

TBD1

2

22

2

2

1

CG

-332

CG

-322

CG

-312

2



12

34

56

788

76

54

32


62O

F18

A

1

SH

EET

DR

AW

ING

TIT

LE

PR

OJE

CT

NO

AS

SHO

WN

SC

ALE

DA

TE

REV

IEW

ED

CH

EC

KED

DR

AW

N

DES

IGN

ED

PR

OJE

CT

TITL

E

SEA

L

CER

TIFI

CA

TE O

F AU

THO

RIZ

ATIO

N #

: 481

5

TAY

LOR

EN

GIN

EER

ING

INC

.90

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0JA

CK

SO

NV

ILLE

, FLO

RID

A 32

256


GR

APH

IC S

CA

LEFU

LLS

IZE:

1" =

10'

RE

DU

CE

D: 1

" = 2

0'

40'

20'

10'

0

C20

03-0

48

JAN

UA

RY

14,

200

9

MPW

MPW

ALMPW

ST.

AU

GU

STI

NE

, FL

SEA

WA

LL

MIC

HA

EL P

. WH

ELAN

P.E

.# 5

5496

AV

EN

IDA

MEN

END

EZ

3'

PA

RT

IAL

PLA

N (

KE

Y S

HE

ET

D)

PAV

ING

, GR

AD

ING

AN

DD

RA

INAG

E4

OF

5

CG

-4

REM

OV

E AN

D R

EPA

VE T

O M

ATC

H E

XIS

TIN

G G

RAD

E

STA

. 12+

38.4

0 R

INV

. 1.

39'

PIP

E: 1

8" R

CP

STA

. 12+

21.1

5 R

INV

. 1.

39'

PIP

E: 1

8" R

CP

VO

RTE

CH

MO

DE

L 70

00 (B

OX

2)

MIL

L EX

ISTI

NG

ASP

HA

LT A

ND

REP

LAC

EW

ITH

1" T

YPE

II A

SPH

ALT

TO

MA

TCH

GR

ADE

3'

CAS

T IR

ON

GR

ATE

12"

x12"

CO

NTR

AC

TOR

TO

SU

BM

IT S

AM

PLE

020

4060

2040

60

STA

TIO

N 1

3+00

DIS

TAN

CE

IN F

EET


PROP. SEAWALL

EX. SEAWALL

PR

OP.

GR

AD

ES

LOP

E 1V

:12H

020

4060

2040

60

STA

TIO

N 1

2+00

DIS

TAN

CE

IN F

EET


PROP. SEAWALL

EX. SEAWALL

PR

OP.

GR

AD

ES

LOP

E 1V

:12H

EXI

STIN

G G

RAD

EE

XIST

ING

GR

ADE

-2-101234567


-2-101234567


020

4060

2040

60

STA

TIO

N 1

4+00

DIS

TAN

CE

IN F

EET


PROP. SEAWALL

EX. SEAWALL

PR

OP.

GR

AD

ES

LOP

E 1V

:12H

EXI

STIN

G G

RAD

E

-2-101234567


CG

-4

12+0

0

CG

-4

13+0

0

CG

-4

14+0

0

NO

TE: C

ON

TRA

CTO

R T

O S

UB

MIT

SH

OP

DR

AWIN

GS

FOR

LO

WER

ING

OF

STO

RM

WA

TER

BO

XES.

FOR

ALL

UTI

LITY

STR

UC

TUR

ES

WIT

HIN

AR

EA

TO B

E R

EG

RAD

ED, C

ON

TRA

CTO

R T

O S

AW

CU

TE

XIS

TIN

G S

TRU

CTU

RE

TO

6" B

ELO

W P

RO

PO

SE

D G

RAD

E C

ON

TRAC

TOR

TO

CAS

T N

EW 6

" TO

PS

LAB

, AN

D R

EU

SE

EX

ISTI

NG

AC

CE

SS

LID

S. C

ON

TRA

CTO

R T

O S

UBM

IT S

HO

P D

RAW

ING

S PR

IOR

TO

WO

RK.

PR

OM

EN

AD

EP

RO

ME

NA

DE

PR

OM

EN

AD

E



11/16/07

TBD1

2

CG

-432

CG

-422

CG

-412

2

22

2

2

2

12

34

56

788

76

54

32


62O

F19

A

1

SH

EET

DR

AW

ING

TIT

LE

C20

03-0

48P

RO

JEC

T N

O

AS

SHO

WN

SC

ALE

JAN

UA

RY

14,

200

9D

ATE

MPW

REV

IEW

ED

MPW

CH

EC

KED

ALD

RA

WN

MPW

DES

IGN

ED

ST.

AU

GU

STI

NE

, FL

SEA

WA

LL

PR

OJE

CT

TITL

E

MIC

HA

EL P

. WH

ELAN

P.E

.# 5

5496

SEA

L

CER

TIFI

CA

TE O

F AU

THO

RIZ

ATIO

N #

: 481

5

TAY

LOR

EN

GIN

EER

ING

INC

.90

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0JA

CK

SO

NV

ILLE

, FLO

RID

A 32

256



GR

APH

IC S

CA

LEFU

LLS

IZE:

1" =

10'

RE

DU

CE

D: 1

" = 2

0'

40'

20'

10'

0

AV

EN

IDA

MEN

END

EZ

PR

OPO

SED

MIT

IGA

TIO

NS

EE M

T-1

3'

REM

OV

E AN

D R

EPA

VE T

O M

ATC

H E

XIS

TIN

G G

RAD

E

PA

RT

IAL

PLA

N (

KE

Y S

HE

ET

E)

PAV

ING

, GR

AD

ING

AN

DD

RA

INAG

E5

OF

5

CG

-5

STA

. 10+

02.2

9 R

INV

. 1.

40'

PIP

E: 1

0" R

CP

STA

. 9+9

3.55

RIN

V.

1.40

'P

IPE

: 10"

RC

P

VO

RTE

CH

MO

DE

L 40

00 (B

OX

1)

3'

MIL

L EX

ISTI

NG

ASP

HA

LT A

ND

REP

LAC

EW

ITH

1" T

YPE

II A

SPH

ALT

TO

MA

TCH

GR

ADE

NEW

DR

IVE

WA

Y AC

CES

S6"

TH

ICK

CO

NC

RET

E

CAS

T IR

ON

GR

ATE

12"

x12"

CO

NTR

AC

TOR

TO

SU

BM

IT S

AM

PLE

SLO

PE T

O M

ATC

H E

XIS

TIN

G G

RAD

E

020

4060

2040

60

STA

TIO

N 1

1+00

DIS

TAN

CE

IN F

EET

CENTER LINE AVE. MENENDEZC LP

RO

P. G

RA

DE

SLO

PE

1V:1

2H

PROP. SEAWALL

EX. SEAWALL

EXI

STIN

G G

RAD

E

-2-101234567


CG

-5

11+0

0

TYP

ICA

L 18

" - 2

4" P

RE

STR

ESSE

D C

ON

CR

ETE

PILE

STY

PIC

AL

CO

NN

EC

TIO

N O

F PI

LE T

O B

OTT

OM

OF

PREC

AST

CO

NC

RE

TE V

OR

TEC

H U

NIT

PLA

N V

IEW

TY

PIC

AL P

ILE

REI

NFO

RC

ING

CO

NN

EC

TIO

N

FOR

ALL

UTI

LITY

STR

UC

TUR

ES

WIT

HIN

AR

EA

TO B

E R

EG

RAD

ED, C

ON

TRA

CTO

R T

O S

AW

CU

TE

XIS

TIN

G S

TRU

CTU

RE

TO

6" B

ELO

W P

RO

PO

SE

D G

RAD

E C

ON

TRAC

TOR

TO

CAS

T N

EW 6

" TO

PS

LAB

, AN

D R

EU

SE

EX

ISTI

NG

AC

CE

SS

LID

S. C

ON

TRA

CTO

R T

O S

UBM

IT S

HO

P D

RAW

ING

S PR

IOR

TO

WO

RK.

PR

OM

EN

AD

E



11/16/07

TBD1

2

CG

-512

EXI

STIN

G P

IPE

-E

XA

CT

LOC

ATIO

NU

NK

NO

WN

2

2

2

2

CG

-522

CG

-532

CG

-542

22


JAC

KS

ON

VIL

LE, F

LOR

IDA

3225

690

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0TA

YLO

R E

NG

INE

ERIN

G IN

C.

CER

TIFI

CA

TE O

F AU

THO

RIZ

ATIO

N #

: 481

5

SEA

L

PR

OJE

CT

TITL

E

DES

IGN

ED

DR

AW

N

CH

EC

KED

REV

IEW

ED

DA

TE

SC

ALE

AS

SHO

WN

PR

OJE

CT

NO

DR

AW

ING

TIT

LE

SH

EET

1

A

\\Autocad\CAD\Support\Templates\TE 22x34.dwt 7/12/2005 12:46:10 PM EST

OF


23

45

67

8 87

65

43

21

ST.

AU

GU

STI

NE

, FL

SEA

WA

LL

ED

UAR

DO

J. M

OR

ALE

S P.

E.#

9014

AV

EN

IDA

MEN

END

EZ

C20

03-0

48

JAN

UA

RY

14,

200

9

EJM

JCS

OD

R

EJM

8653

Bay

pine

Rd.

Sui

te 1

00Ja

ckso

nvill

e, F

L. 3

2256

904.

363.

3133

/ 90

4.36

3.32

03 fa

x

Cer

tific

ate

of A

utho

rizat

ion

No.

567

3

as

soci

ate

s

62

WAL

L EL

EVAT

ION

1 O

F 3

S-7

MATCH LINE STA. 19+60.55



PA

RT

IAL

WA

LL E

LEV

AT

ION

SC

ALE

: 1"=

10’−0

"

PA

RT

IAL

WA

LL E

LEV

AT

ION

SC

ALE

: 1"=

10’−0

"

33


JAC

KS

ON

VIL

LE, F

LOR

IDA

3225

690

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0TA

YLO

R E

NG

INE

ERIN

G IN

C.

CER

TIFI

CA

TE O

F AU

THO

RIZ

ATIO

N #

: 481

5

SEA

L

PR

OJE

CT

TITL

E

DES

IGN

ED

DR

AW

N

CH

EC

KED

REV

IEW

ED

DA

TE

SC

ALE

AS

SHO

WN

PR

OJE

CT

NO

DR

AW

ING

TIT

LE

SH

EET

1

A


OF


23

45

67

8 87

65

43

21

ST.

AU

GU

STI

NE

, FL

SEA

WA

LL

ED

UAR

DO

J. M

OR

ALE

S P.

E.#

9014

AV

EN

IDA

MEN

END

EZ

C20

03-0

48

JAN

UA

RY

14,

200

9

EJM

JCS

OD

R

EJM

8653

Bay

pine

Rd.

Sui

te 1

00Ja

ckso

nvill

e, F

L. 3

2256

904.

363.

3133

/ 90

4.36

3.32

03 fa

x

Cer

tific

ate

of A

utho

rizat

ion

No.

567

3

as

soci

ate

s

62

WAL

L EL

EVAT

ION

2 O

F 3

S-8




PA

RT

IAL

WA

LL E

LEV

AT

ION

SC

ALE

: 1"=

10’−0

"

PA

RT

IAL

WA

LL E

LEV

AT

ION

SC

ALE

: 1"=

10’−0

"

MATCH LINESTA. 17+17.81


JAC

KS

ON

VIL

LE, F

LOR

IDA

3225

690

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0TA

YLO

R E

NG

INE

ERIN

G IN

C.

CER

TIFI

CA

TE O

F AU

THO

RIZ

ATIO

N #

: 481

5

SEA

L

PR

OJE

CT

TITL

E

DES

IGN

ED

DR

AW

N

CH

EC

KED

REV

IEW

ED

DA

TE

SC

ALE

AS

SHO

WN

PR

OJE

CT

NO

DR

AW

ING

TIT

LE

SH

EET

1

A


OF


23

45

67

8 87

65

43

21

ST.

AU

GU

STI

NE

, FL

SEA

WA

LL

ED

UAR

DO

J. M

OR

ALE

S P.

E.#

9014

AV

EN

IDA

MEN

END

EZ

C20

03-0

48

JAN

UA

RY

14,

200

9

EJM

JCS

OD

R

EJM

8653

Bay

pine

Rd.

Sui

te 1

00Ja

ckso

nvill

e, F

L. 3

2256

904.

363.

3133

/ 90

4.36

3.32

03 fa

x

Cer

tific

ate

of A

utho

rizat

ion

No.

567

3

as

soci

ate

s

62

WAL

L EL

EVAT

ION

3 O

F 3

S-9


PA

RT

IAL

WA

LL E

LEV

AT

ION

SC

ALE

: 1"=

10’−0

"

35

SC

ALE

:

TY

PIC

AL

SE

CT

ION

11/

2" =

1’−0

"S

CA

LE:

TY

PIC

AL

SE

CT

ION

21/

2" =

1’−0

"


JAC

KS

ON

VIL

LE, F

LOR

IDA

3225

690

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0TA

YLO

R E

NG

INE

ERIN

G IN

C.

CER

TIFI

CA

TE O

F AU

THO

RIZ

ATIO

N #

: 481

5

SEA

L

PR

OJE

CT

TITL

E

DES

IGN

ED

DR

AW

N

CH

EC

KED

REV

IEW

ED

DA

TE

SC

ALE

AS

SHO

WN

PR

OJE

CT

NO

DR

AW

ING

TIT

LE

SH

EET

1

A


OF


23

45

67

8 87

65

43

21

ST.

AU

GU

STI

NE

, FL

SEA

WA

LL

ED

UAR

DO

J. M

OR

ALE

S P.

E.#

9014

AV

EN

IDA

MEN

END

EZ

C20

03-0

48

JAN

UA

RY

14,

200

9

EJM

JCS

OD

R

EJM

8653

Bay

pine

Rd.

Sui

te 1

00Ja

ckso

nvill

e, F

L. 3

2256

904.

363.

3133

/ 90

4.36

3.32

03 fa

x

Cer

tific

ate

of A

utho

rizat

ion

No.

567

3

as

soci

ate

s

62



11/16/07

TBD1

2 TYP

ICAL

SEC

TIO

NS

S-1

036

22

2

2

22

2

2

2

12

34

56

788

76

54

32


OF


A

1

SH

EET

DR

AW

ING

TIT

LE

PR

OJE

CT

NO

AS

SHO

WN

SC

ALE

DA

TE

REV

IEW

ED

CH

EC

KED

DR

AW

N

DES

IGN

ED

PR

OJE

CT

TITL

E

SEA

L

CE

RTI

FIC

ATE

OF

AU

THO

RIZ

ATI

ON

#: 4

815

TAY

LOR

EN

GIN

EER

ING

INC

.90

00 C

YP

RE

SS

GR

EE

N D

RIV

E, S

UIT

E 20

0JA

CK

SO

NV

ILLE

, FLO

RID

A 32

256


SIT

E D

ETA

ILS

C20

03-0

48

JAN

UA

RY

14,

200

9

GH

GH

EM

GH

/ EM

ST.

AU

GU

STI

NE

, FL

SEA

WA

LLA

VE

NID

A M

ENEN

DEZ

L-6 49

62

Documents

RE: Initiation of Section 106 Consultation for the ...€¦ · PROJECT DESCRIPTION (UNDERTAKING) ... including a Community Development Block Grant (CDBG) award from the U.S. Department