6_438101_South_St._Plans.pdf

10 11

13 15

19 20

26272930

23 24

252627

9 10

J 13

M 13

North

Fort Myers

Negro

Head

Cove

Fourmile

Pt.

Fourmile

Palmetto Pt.

Negro

Head

Cove

Fourmile

Pt.

Fourmile

R iv e r

C a l o o s a h a t c h e e

W y o m i g

FORT MYERS

PAGE FIELD

Daniels

T r e e l i n eA v e S

E

Luckett Rd.

P a l a m i n o

R d

Rest Area

O r t i z

R o a d

S ix

M i l e

P a r k w a y

Pa lm Be ac h

Bl vd

AveAnderson

Colonial

B lv d

M c G r e g o r

B lv d

C l e v e l a n d

A v e n u e

W A

T E

R W

A Y

O K E E C

H O B E

W

T E R

W A

Y

WARD

ISLAND

Pop. 48,208

C r

78A

FS

FS

FS

FS

CP

S

FS

Palmetto Pt.

G i p p l e

P a r k w a y

M i k e

C y p r e s s

R -2

-E

R -2

-E

T-44-S

T-45-S

TO CAPE CORAL

TO CAPE CORAL

TO LEHIGH ACRES

T O

S A

N C

A R

L O

S P

A R

K

F T

M Y E R S

T O

N

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H

T-44-S

T-45-S

R -2

-E

R -2

-E

N

TBD

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NO.

SHEET

YEAR

FISCAL

EXPRESSWAY

T U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

CONTRACT NO.

CONSTRUCTION

SHEET DESCRIPTIONSHEET NO.

INDEX OF ROADWAY PLANS

GOVERNING STANDARD SPECIFICATIONS:

CONTRACT PLANS COMPONENTS

ENGINEER OF RECORD:

ROADWAY PLANS

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

GOVERNING STANDARD PLANS:

FINANCIAL PROJECT ID 438101-2-58-01

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CONTRACT PLANS

ROADWAY PLANS

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2024-2025 Standard Plans for Road and

CITY OF FORT MYERS PROJECT MANAGER:

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

CARL KARAKOS

SOUTH STREET SIDEWALK

STA. 102+86.09

BEGIN PROJECT

STA. 132+94.65

END PROJECT

NORTH SIDE OF SOUTH ST. FROM CLEVELAND AVE./US 41/SR 867 TO FOWLER ST./SR 739

LEE COUNTY (120000)

(FEDERAL FUNDS)

SUMMARY OF QUANTITIES

SIGNING AND PAVEMENT MARKING PLAN

UTILITY ADJUSTMENTS

TEMPORARY TRAFFIC CONTROL

STORMWATER POLLUTION PREVENTION PLAN

CROSS SECTIONS

DRAINAGE DETAIL

SPECIAL DETAILS

ROADWAY PLAN-PROFILE

GENERAL NOTES

PROJECT CONTROL

PROJECT LAYOUT

SUMMARY OF DRAINAGE STRUCTURES

TYPICAL SECTION

SUMMARY OF PAY ITEMS

SIGNATURE SHEET

KEY SHEET

SQ1-SQ8

45-47

39-44

36-37

19-35

17-18

15-16

9-14

VENDOR NO.: 59-1677145

CONTRACT NO.: CAA44

PHONE: (239) 278-5999

FORT MYERS, FLORIDA 33912

13461 PARKER COMMONS BLVD., STE. 104

KISINGER CAMPO AND ASSOCIATES CORP.

P.E. NO.: 78492

ADRIENNE A. WISDOM, P.E.

https://tinyurl.com/3y8nhwr6

LOCATION OF PROJECT

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

SIGNATURE SHEET

SHEET NO. SHEET DESCRIPTION

STATE OF

ADIROL

F r e b muN esn e c i

L

LS5834

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

SHEET NO. SHEET DESCRIPTION

STATE OF

No 93234

R E

E

NI

GNE LANOIS

SE

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R P

ESNECIL

ADIROL

F

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RAHCIR .J YENTR

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COURTNEY J. RICHARDS, P.E. NO.: 93234

FORT MYERS, FL 33912

13461 PARKER COMMONS BLVD, SUITE 104

KISINGER CAMPO & ASSOCIATES CORP.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

PROJECT CONTROL7

SIGNATURE SHEET2

5J-17.062, F.A.C.

RESPONSIBLE FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE

THE ABOVE NAMED PROFESSIONAL SURVEYOR AND MAPPER SHALL BE

TT

AYH .J DIVA

D

DAVID J. HYATT, P.S.M NO.: LS5834

NAPLES, FL 34112

2350 STANFORD COURT

JOHNSON ENGINEERING, INC.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEET

FINANCIAL PROJECT IDROAD NAME

LEE

COUNTY

438101-2-58-01

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912 13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

SOUTH ST.

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SUMMARY OF QUANTITIESSQ-1, SQ-3 - SQ-8

SIGNING AND PAVEMENT MARKING PLAN45-47

UTILITY ADJUSTMENTS39-44

TEMPORARY TRAFFIC CONTROL 38

CROSS SECTIONS19-35

SPECIAL DETAILS15-16

ROADWAY PLAN-PROFILE9-14

GENERAL NOTES8

PROJECT LAYOUT6

TYPICAL SECTION4

SUMMARY OF PAY ITEMS3

SIGNATURE SHEET2

KEY SHEET1

SUMMARY OF QUANTITIESSQ-2

STORMWATER POLLUTION PREVENTION PLAN36-37

DRAINAGE DETAIL17-18

SUMMARY OF DRAINAGE STRUCTIRES5

SIGNATURE SHEET2

STATE OF

No 78492

R E

E

NI

GNE LANOIS

SE

F O

R P

ESNECIL

ADIROL

F

M O

DSI

W .A ENNEI

R

D A

Engineer of Record: Adrienne A. Wisdom

ADRIENNE A. WISDOM, P.E. NO.: 78492

FORT MYERS, FL 33912

13461 PARKER COMMONS BLVD, SUITE 104

KISINGER CAMPO & ASSOCIATES CORP.

ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

C:\PW\KCA\WO 11 438101-South Street Sidewalk (Fort Myers)\438101-1-32-01\Roadway\CESSRD01.dgnnpinto 10/31/2024 9:19:23 AM Default

DATE DESCRIPTION

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FINANCIAL PROJECT IDROAD NAME

LEE

COUNTY

438101-2-58-01

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

Engineer of Record: Adrienne A. Wisdom

SOUTH ST.

SUMMARY OF PAY ITEMS

SUMMARY OF DRAINAGE PAY ITEMS

ITEM NO. ITEM DESCRIPTION UNIT QTY

DRAINAGE ITEMS

104 10 3 SEDIMENT BARRIER LF 3000

104 18 INLET PROTECTION SYSTEM EA 4

425 1525 INLETS, DITCH BOTTOM, TYPE C, PARTIAL EA 2

425 1531 INLETS, DITCH BOTTOM, TYPE C MODIFIED - BACK OF SIDEWALK, <10' EA 8

425 1545 INLETS, DITCH BOTTOM, TYPE D, PARTIAL EA 3

430 175 112 PIPE CULVERT OPTIONAL MATERIAL, ROUND, 12" S/CD LF 24

430 175 215 PIPE CULVERT OPTIONAL MATERIAL, OTHER-ELIP/ARCH, 15" S/CD LF 492

SUMMARY OF ROADWAY PAY ITEMS

ITEM NO. ITEM DESCRIPTION UNIT QTY

ROADWAY ITEMS

101 1 MOBILIZATION LS 1

102 1 MAINTENANCE OF TRAFFIC LS 1

110 1 1 CLEARING & GRUBBING AC 0.65

110 4 10 REMOVAL OF EXISTING CONCRETE SY 370

110 7 1 MAILBOX, F&I SINGLE EA 17

120 1 REGULAR EXCAVATION CY 103.0

120 6 EMBANKMENT CY 244.0

425 6 VALVE BOX, ADJUST EA 1

515 1 1 PIPE HANDRAIL - GUIDERAIL, STEEL LF 152

522 2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 1667

527 2 DETECTABLE WARNINGS SF 118

570 1 2 PERFORMANCE TURF, SOD SY 1898

SUMMARY OF SIGNING AND PAVEMENT MARKING PAY ITEMS

ITEM NO. ITEM DESCRIPTION UNIT QTY

SIGNING & PAVEMENT MARKINGS ITEMS

700 1111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 10

710 11123 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, FOR CROSSWALK AND ROUNDABOUT, 12" LF 776

710 11125 PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, FOR STOP LINE AND CROSSWALK, 24" LF 426

711 17 1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS - SURFACE TO REMAIN SF 240

711 11123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 776

711 14125 THERMOPLASTIC, PREFORM, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 426 c:\pww\kca_prod\dms46514\TYPSRD01.dgnnpinto 8/27/2024 1:50:57 PM Default

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FINANCIAL PROJECT IDROAD NAME

LEE

COUNTY

438101-2-58-01

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

Engineer of Record: Adrienne A. Wisdom

SOUTH ST.

SIDEWALK

5' CONCRETE

EXIST. ROADWAY

6" CONCRETE

*0.02 MAX.

PGP

EXIST. ROADWAY

0.02

GRUBBING

CLEARING AND

LIMITS OF

TYPICAL SECTION

EXIST. R/W LINE EXIST. R/W LINE

£ SURVEY SOUTH ST

SIDEWALK

5' CONCRETE

*0.02 MAX.

PGP

EXIST. R/W LINE

6" CONCRETE

1' - 2' TYP.

VARIES

SOD

(23.71' TO 28.39')

(2.00' TO 22.88')

VARIES VARIES

DETAIL LIMITS

STA. 131+41.71 TO STA. 132+94.65

£ SURVEY SOUTH ST

N.T.S.

SAW CUT SAW CUT

EXISTING ASPHALT DRIVEWAY VARIES 0'-3'

GRUBBING

CLEARING AND

LIMITS OF

VARIES

STA. 120+16.27 TO STA. 131+41.71

EXISTING ASPHALT DRIVEWAY VARIES 14.31' MIN TO 17.00' MAX.

*REFER TO CROSS SECTIONS FOR SPECIFIC PROPOSED SLOPES.

1:6 MAX.

TYPCIAL SECTION

£ SURVEY SOUTH ST

N.T.S.

STA. 103+27.35 TO STA. 113+04.59

(26.47' TO 30.50')

1.5'-9' SOD

VARIES

STATUTORY SPEED LIMIT OF 30 MPH. NO POSTED SPEED LIMIT. REFER TO FLORIDA STATUTE 316.183(2) FOR MAXIMUM SPEED LIMITS FOR BUSINESS AND RESIDENTIAL DISTRICTS.

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FINANCIAL PROJECT IDROAD NAME

LEE

COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 93234

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

SOUTH ST

Engineer of Record: Courtney J. Richards

438101-2-58-01

SUMMARY OF DRAINAGE

STRUCTURES

Q

A N

T

IT

Y

S T

R N

O

STATION

S I D

E

DESCRIPTION

B A

R R

E L

S

CROSSDRAIN

STORM DRAIN AND

DITCH BOTTOM INLET

REMARKS

ROUND OTHER C D

12" 12"X18" MOD BOS PARTIAL PARTIAL

P S-101 106+17.00 LT PARTIAL INLET 1 1 W/ TRANSITION SLAB & GALVANIZED STEEL GRATE

F

P S-102 106+74.40 LT PARTIAL INLET 1 1 W/ GALVANIZED STEEL GRATE

F

P S-103 113+01.00 LT PARTIAL INLET 1 1 W/ GALVANIZED STEEL GRATE

F

P S-104 120+38.00 LT PIPE, INLET, PIPE 1 8 82 1 W/ 2' DEEP SUMP & MANHOLE LID

F

P S-104A 121+20.00 LT INLET, PIPE 1 80 1 W/ 2' DEEP SUMP & MANHOLE LID

F

P S-105 122+00.00 LT INLET, PIPE 1 115 1 W/ 2' DEEP SUMP & MANHOLE LID

F

P S-106 123+15.00 LT INLET, PIPE 1 52 1 W/ 2' DEEP SUMP & MANHOLE LID

F

P S-107 123+70.00 LT INLET, PIPE 1 69 1 W/ 2' DEEP SUMP & MANHOLE LID

F

P S-108 124+40.00 LT INLET, PIPE 1 94 1 W/ 2' DEEP SUMP & MANHOLE LID

F

P S-109 125+36.00 LT INLET, PIPE 1 8 1 W/ 2' DEEP SUMP & MANHOLE LID

F

P S-110 126+27.00 LT PARTIAL INLET 1 1 W/ TRANSITION SLAB & GALVANIZED STEEL GRATE

F

P S-111 126+66.00 LT PARTIAL INLET 1 1 W/ TRANSITION SLAB & GALVANIZED STEEL GRATE

F

P S-112 129+84.00 LT PIPE, INLET 1 8 1 W/ MANHOLE LID

F

P

F

P

F

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

P

F

SUMMARY

PLAN QUANTITY P 24 492 8 2 3

FINAL QUANTITY F

105 110 115

120 125 130 c:\pww\kca_prod\dms46514\PLAYRD01.dgnnpinto 8/27/2024 1:52:29 PM Default

DATE DESCRIPTION

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FINANCIAL PROJECT IDROAD NAME

LEE

COUNTY

438101-2-58-01

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

Engineer of Record: Adrienne A. Wisdom

SOUTH ST.

N

Feet

0 50

N

Feet

0 50

G R

A

V

E

B R

O A

D W

A Y

J A

C K

S O

N

S

T

C E

N T

R

E

R O

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L

P

A

E

C L E

V E

L A

E (U

S

S

R

2 3

4 5 6

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

SOUTH ST.

STA. 100+00.00

BEGIN £ SURVEY SOUTH ST.

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

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S

T A

.0

PROJECT LAYOUT

LEGEND:

PLAN SHEET SEQUENCE NUMBER

LEGEND:

PLAN SHEET SEQUENCE NUMBER

STA. 133+28.55

END £ SURVEY SOUTH ST.

D I X I E

P

K W

Y

STA. 132+94.65

END CONST.

END PROJECT

N 88° 57' 01" E

N 88° 57' 01" E

F O

W L E

R

S

T

S R

STA. 113+44.45

END CONST.

STA. 102+86.09

BEGIN CONST.

BEGIN PROJECT

STA. 119+54.47

BEGIN CONST.

10/30/2024LTW T:\Projects\20214050-005\survey\CTLSRD01.dgn1:16:44 PM

FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

PROJECT CONTROL

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PROJECT CONTROL NOTES

£ REFERENCE POINTS

(NOT TO SCALE)

LEGEND

ROAD NAME

S.P.N.D.

S.M.N.D.

S.N.D.

S.I.R.C.

F.P.N.D

SOUTH ST 438101-1-58-01

STA. 102+84.06 STA 106+79.55 STA 112+87.95 STA 120+12.44

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CITY OF FORT MYERS

JOHNSON ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION NO. 642

2350 STANFORD COURT NAPLES, FL 34112

STA 126+18.00

SOUTH STREET

£ SURVEY

S.P.N.D (LB#642)

.0

°0 '0

S.I.R.C (LB#642)

= SET PK NAIL AND DISC

= SET MAG NAIL AND DISC

= SET NAIL AND DISC

= SET IRON ROD AND CAP

= FOUND PK NAIL WITH DISC

SOUTH STREET

£ SURVEY

G R

A

E

.8

' 9

°0 '0

" SOUTH STREET

£ SURVEY

S.I.R.C (LB#642)

.1

°0 '0

B R

O A

D W

A Y

C I R

S.P.N.D (LB#642)

SOUTH STREET

£ SURVEY

J A

C K

S O

N

S

T

.0

°0 '0

SOUTH STREET

£ SURVEY

.8

°0 '0

C E

N T

R

E

S.P.N.D (LB#642)

VERTICAL DATUM 1988 (NAVD88).

2. ELEVATIONS ARE BASED ON NORTH AMERICAN

2011 ADJUSTMENT (NAD83/2011).

OF THE NORTH AMERICAN DATUM OF 1983,

PLANE COORDINATE SYSTEM, EAST ZONE,

1. PROJECT IS BASED ON THE FLORIDA STATE

STA 129+94.26

N

S.I.R.C (LB#642)

SOUTH STREET

£ SURVEY

.3

°0 '0

R O

Y A

L

P

A

E

DAVID J. HYATT, P.S.M. 5834

N

N N

N

BENCHMARK TABLE

POINT # DESCRIPTION NORTHING (Y) EASTING (X) ELEVATION (Z)

(South St)

STATION � Survey (South St.)

OFFSET � Survey

"LB#642"

CP115, Set PK Nail and Disk,

834638.639 698147.179 14.30 (NAVD88) 102+84.06 22.06' LT.

Cap, "LB#642"

CP116, Set 1/2" Iron Rod and

834613.958 698543.192 13.30 (NAVD88) 106+79.55 9.87' RT.

Cap, "LB#642"

CP117, Set 1/2" Iron Rod and

834652.092 699150.993 14.66 (NAVD88) 112+87.95 17.12' LT.

"LB#642"

CP118, Set PK Nail and Disk,

834630.166 699876.003 14.08 (NAVD88) 120+12.44 18.08' RT.

"LB#642"

CP119, Set PK Nail and Disk,

834672.217 700480.898 14.72 (NAVD88) 126+18.00 12.89' LT.

Cap, "LB#642"

CP120, Set 1/2" Iron Rod and

834648.911 700857.648 14.43 (NAVD88) 129+94.26 17.32' RT.

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DATE DESCRIPTION

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FINANCIAL PROJECT IDROAD NAME

LEE

COUNTY

438101-2-58-01

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

GENERAL NOTES

GENERAL NOTES:

PAID FOR UNDER PAY ITEM 110-4-10.

LOCATION WITHIN THE LIMITS OF THE PROPERTY - OUTSIDE ANY BUILDING- AS DIRECTED BY THE PROPERTY OWNER. TO BE

CUTTING MUST BE CUT BY MEANS OF SAWCUTTING. ALL PAVERS ARE TO BE RETURNED TO THE PROPERTY OWNER AT A

ARE TO BE PRESERVED IN THEIR ORIGINAL CONDITION TO THE GREATEST EXTENT POSSIBLE. ANY PAVERS WHICH REQUIRE

EXERCISE DUE CARE WHEN REMOVING PAVERS AT 2421 SOUTH ST. TO INSTALL THE NEW 6" CONCRETE SIDEWALK. PAVERS23.

TO PROTECT THE TREE IS TO BE APPROVED BY THE CITY ARBORIST BEFORE PROCEEDING TO COVER/RESTORE THE SITE.

BEFORE COVERING THE SITE PLEASE CONTACT CITY PARKS ARBORIST MR. ABRAHAM LUNA AT (239)-271-6616. ALL WORK DONE

THE NORTHWEST CORNER OF SOUTH ST. AND CENTRAL AVE. TO CLEAN/CUT ALL DAMAGED ROOTS BEFORE COVERING THE SITE.

CONSTRUCT THE SIDEWALK (AS SHOWN IN THESE PLANS) AROUND THE LIVE OAK TREE LOCATED WITHIN THE RIGHT OF WAY AT 22.

INLET PROTECTION REQUIRED FOR ALL EXISTING INLETS WITHIN THE LIMITS OF CONSTRUCTION. 21.

SOUTH STREET FOR THE ENTIRE LENGTH OF PROJECT. DO NOT BLOCK DRIVEWAYS, ROADWAYS, OR SIDEWALKS.

FOR EROSION CONTROL, SEDIMENT BARRIER TO BE INSTALLED 1' INSIDE OF THE EXISTING R/W LINE ON THE NORTH SIDE OF 20.

711-001 PAVEMENT MARKINGS.

WELL AS FDOT STANDARDS PLAN INDEX 700-010 - SINGLE COLUMN GROUND SIGN AND FDOT STANDARD PLANS INDEX

ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO LEE COUNTY'S SIGNING AND PAVEMENT INDEX AS 19.

CONTRACTOR'S EXPENSE.

IF THE SIGNS ARE DAMAGED BEYOND USE, DETERMINED BY THE ENGINEER, THEY ARE TO REPLACED AT THE

CAUTION MUST BE EXERCISED WHILE RELOCATING EXISTING SIGNS TO PREVENT DAMAGE TO THE EXISTING SIGNS. 18.

PAVEMENT.

PER NOTE 16 ABOVE. THE IMPRINTED PATTERN SHALL BE KEPT AS IS TO MAINTAIN THE INTEGRITY OF THE EXISTING

THE COLORED ASPHALT COATING ON THE IMPRINTED CROSSWALK AT THE INTERSECTION OF BROADWAY MUST BE REMOVED17.

ACCEPTABLE METHOD.

ALL EXISTING CONFLICTING STRIPING AND PAVEMENT MUST BE REMOVED IN ACCORDANCE WITH A FDOT 16.

CROSSWALKS.

CROSSWALKS. USE PREFORMED THERMOPLASTIC FOR THE LONGITUDINAL STRIPES WITHIN THE SPECIAL EMPHASIS

PAVEMENT MARKINGS ON ASPHALT PAVEMENT MUST BE STANDARD THERMOPLASTIC EXCEPT FOR SPECIAL EMPHASIS 15.

EXISTING MAILBOXES NOT SCHEDULED TO BE REPLACED ARE TO REMAIN.14.

ALL DRAINAGE PIPES TO BE RCP, CLASS II. 13.

PROJECT SCOPE OF WORK PRIOR TO ORDERING DRAINAGE STRUCTURES.

FIELD VERIFY EXISTING PIPE DIAMETER, PIPE INVERT, PIPE MATERIAL, AND EXISTING BOX SIZES FOR STRUCTURES WITHIN 12.

NOT BE USED FOR THE STAGING OF CONSTRUCTION EQUIPMENT, PERSONNEL, OR MATERIALS.

OF LLEWELLYN DR/SOUTH ST AND US 41 (CLEVELAND AVE). THIS FACILITY IS A SECTION 4(F) RESOURCE. THIS PARK MUST

THE CITY OF FORT MYERS LION PARK (2550 CLEVELAND AVE) OCCURS IN THE NORTHWESTERN CORNER OF THE INTERSECTION 11.

CAP ALL IRRIGATION EXISTING WITHIN THE RIGHT-OF-WAY ALONG THE LENGTH OF THE PROJECT.10.

EXISTING CONCRETE SIDEWALK AND CURB AND GUTTER TO REMAIN UNLESS OTHERWISE NOTED.9.

EXISTING DRIVEWAY ACCESS TO BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.8.

ALL EXISTING DRAINAGE STRUCTURES AND PIPES ARE TO REMAIN UNLESS OTHERWISE NOTED.7.

TRANSPORTATION STANDARD PLANS 102-600 INDEX SERIES.

TEMPORARY TRAFFIC CONTROL MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FLORIDA DEPARTMENT OF 6.

DETERMINE AND COMPLY WITH ALL APPLICABLE MUNICIPAL ORDINANCES.5.

USE CAUTION DURING EXCAVATION TO ENSURE EXISTING DRAINAGE STRUCTURES AND UTILITIES ARE NOT DAMAGED.4.

AND VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES.

RELOCATION/INSTALLATION SCHEDULES FOR ALL IMPACTED UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. IDENTIFY

CONTACT ALL UTILITY OWNERS WITHIN THE PROJECT LIMITS AND COORDINATE AND OBTAIN PROPOSED 3.

BE CONSIDERED APPROXIMATE ONLY.

THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD2.

NAPLES, FL 34112

2350 STANFORD COURT

JOHNSON ENGINEERING

P.S.M. NO: LS5834

DAVID J. HYATT, P.S.M.

THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT PROJECT.

1. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED

SAN

WATER

WATER

WATER

WATER

WATERWATER

WATER

WATER

WATER

WATER

WATER

U

U

ELEC

ELEC

ELEC

ELEC

ELEC12"x23" ERCP

18" RCP15" RCP

R C

P

"x

E R C P

R C

P

R C

P

15" RCP

P V

C

HHHH

c:\pww\kca_prod\dms46514\PLPRRD1.dgnfargueta 3/10/2025 12:38:28 PM Default

DATE DESCRIPTION

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

FINANCIAL PROJECT IDCOUNTYROAD NAME

LEE 438101-2-58-01

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

Engineer of Record: Adrienne A. Wisdom

P.E. No.: 78492

KISINGER CAMPO

& ASSOCIATES

SOUTH ST.

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

100 101 102 103 104 105

100+00 101+00 102+00 103+00 104+00 105+008

ROADWAY PLAN-PROFILE (1)

A

T C

H

L I N

E

.0

.6

.3

N 10 40

Feet

SIDEWALK (6" THICK)

DRIVEWAY RESTORATION (6" CONC.)

LEGEND

PROPERTY ADDRESS

DETECTABLE WARNINGS

XXX

C L E

V E

L A

E

U S

S

R

D I X I E

P

K W

Y

SOUTH ST. EXIST. EOP

EXIST. R/W LINE

N 88° 57' 01" E

£ SURVEY SOUTH ST.

EXIST. R/W LINE

EXIST. R/W LINE

EXIST. R/W LINE 26.49' (LT)

+86.17

EXIST. R/W LINE

26.41' (LT)

+10.95

28.80' (LT)

+22.54

CONC. SWK. AND SOD

REMOVE 37 SF OF

31.33' (LT)

+13.28

30.50' (LT)

+88.28 MATCH EXIST.

+46.57, 34.36' LT.

END SWK. CONST

MATCH EXIST.

+51.48, 29.31' LT.

BEGIN SWK. CONST

A

E

28.94' (LT)

+74.59

STA.102+86.09

BEGIN CONST.

BEGIN PROJECT

MATCH EXIST.

+27.35, 34.42' LT.

BEGIN SWK. CONST

STA.100+00.00

BEGIN £ SURVEY SOUTH ST.

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

50 'CROSS SLOPE TRANS. FROM EXIST. TO -0.02

DIXIE PKWY.

(-) 1.000%

(-) 0.211% (-) 0.245% (-) 0.336%

E L

.0

P I

.5

E N

D

P

R O

F I L E

E L

.1

P I

.4

B E

G I N

P

R O

F I L E

E L

.0

P I

.0

E L

.8

P I

.0

E L

.6

P I

.0

.6

.6

(BACK OF SWK.)

PROPOSED PGL

(BACK OF SWK.)

EXIST. GROUND

E L

.1

P I

.3

B E

G I N

P

R O

F I L E

STA. 102+86.09

BEGIN CONST.

BEGIN PROJECT

STA. 100+00.00

BEGIN £ SURVEY SOUTH ST.

c:\pww\kca_prod\dms46514\PLPRRD2.dgncrichards 3/14/2025 10:12:30 AM Default

DATE DESCRIPTION

FINANCIAL PROJECT IDCOUNTYROAD NAME

LEE 438101-2-58-01

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

Engineer of Record: Adrienne A. Wisdom

P.E. No.: 78492

KISINGER CAMPO

& ASSOCIATES

SOUTH ST.

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATERWATER

WATER

WATERWATERWATER

WATER

U

ELEC ELEC

ELEC

R C

P

15" RCP

R C

P

R C

P

R C

P

HH HH

HH HH

106 107 108 109 110 111

106+00 107+00 108+00 109+00 110+00 111+008

ROADWAY PLAN-PROFILE (2)

A

T C

H

L I N

E

.0

M A

T C

H

L I N

E

.0

.6

.3

.0

.0

S-101

S-102

S-101 S-102

EXIST. FL. 10.39 S (15" RCP)

GRATE EL. 13.15 (GALVANIZED STEEL H-20)

INDEX NO. 425-001, 425-010, 425-052

W/ TRANSITION SLAB (SEE DRAINAGE DETAIL)

CONST. PARTIAL INLET TYPE C TOP

REMOVE EXIST. INLET TOP &

STA. 106+17.00, 21.30 LT.

EXIST. FL 10.05 S (15" RCP)

EXIST. FL 10.07 N (15" RCP)

SLOT EL. 12.72

GRATE EL. 13.53 (GALVANIZED STEEL H-20)

INDEX NO. 425-001, 425-010, 425-052

& TRANSITION SLAB (SEE DRAINAGE DETAIL)

W/ NON-TRAVERSABLE SLOT N

CONST. PARTIAL DITCH BOTTOM INLET TYPE D TOP

REMOVE EXIST. INLET TOP &

STA. 106+74.40, 28.80 LT.

N 10 40

Feet

MB

SIDEWALK (6" THICK)

DRIVEWAY RESTORATION (6" CONC.)

DETECTABLE WARNINGS

PROPERTY ADDRESSXXX

MAILBOX REPLACEMENTMB

LEGEND

G R

A

E

N 88° 57' 01" E £ SURVEY SOUTH ST

SOUTH ST.

A

E

28.67' (LT)

+64.13

EXIST. R/W LINE

EXIST. R/W LINE

D

W

.2

MATCH EXIST.

29.23' (LT)

+10.29

MATCH EXIST.

29.27' (LT)

+98.29

MATCH EXIST.

+67.16, 24.21' LT.

BEGIN SWK. CONST

29.30' (LT)

+88.62

D

W

.4

MATCH EXIST.

29.05' (LT)

+70.43

MATCH EXIST.

29.09' (LT)

+56.43

25.77' (LT)

+46.67

24.00' (LT)

+36.25

EXIST. EOP

MB

MATCH EXIST.

28.91' (LT)

+18.33

D

W

.3

MATCH EXIST.

28.87' (LT)

+30.31

2117 2127

MATCH EXIST.

26.99' (LT)

+04.24

MB

MATCH EXIST.

27.05' (LT)

+83.84

MATCH EXIST.

27.09' (LT)

+69.84

2135 2143 2151

D

W

.8

EXIST. R/W LINE

D

W

.2

D

W

.9

D

W

.0

EXIST. EOP

MATCH EXIST.

28.57' (LT)

+29.92

MATCH EXIST.

26.95' (LT)

+18.24

MATCH EXIST.

28.54' (LT)

+41.92

26.85' (LT)

+49.93

21.75' (LT)

+66.27

2 MB

22.67' (LT)

+99.70

MATCH EXIST.

28.18' (LT)

+60.03

MATCH EXIST.

28.15' (LT)

+72.03

D

W .7

26.75' (LT)

+14.59

MATCH EXIST.

11.83' (LT)

+03.73

MATCH EXIST.

28.04' (LT)

+08.62

MATCH EXIST.

13.81' (LT)

+74.68

EXIST. R/W LINE

MATCH EXIST.

14.30' (LT)

+12.62

MATCH EXIST.

12.66' (LT)

+13.50

MATCH EXIST.

11.81' (LT)

+99.12

MATCH EXIST.

11.84' (LT)

+24.85

MATCH EXIST.

11.54' (LT)

+47.05

MATCH EXIST.

11.80' (LT)

+23.28

MATCH EXIST.

11.88' (LT)

+88.89

MATCH EXIST.

11.91' (LT)

+64.71

MATCH EXIST.

12.32' (LT)

+35.24

MATCH EXIST.

13.16' (LT)

+51.76

MATCH EXIST.

14.91' (LT)

+96.13

MATCH EXIST.

11.34' (LT)

+54.85

MATCH EXIST.

11.11' (LT)

+77.22

MATCH EXIST.

+36.20, 28.46' LT.

END SWK. CONST

27.26' (LT)

+72.99

27.20' (LT)

+91.95

28.56' (LT)

+00.82

29.49' (LT)

+25.28

FL. 10.39

EXIST. 15" PIPE

S-101

S-102

FL. 10.07

EXIST. 15" PIPE

FL. 10.05

PIPE

EXIST. 15"

P I

.8

E L

.8

P I

.2

E L

.8

P I

.7

E L

.5

P I

.9

E L

.6

P I

.3

E L

.4

P I

.0

E L

.7

.2

.4

.3

.2

.9

.7

C O

N C

D

W

C O

N C

D

W

C O

N C

D

W

C O

N C

D

W

C O

N C

D

W

C O

N C

D

W

GRAND AVE.

(-) 0.667% (+) 0.500%

(-) 0.333% (+) 0.500% (-) 0.333%

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

C O

N C

D

W

.0

C O

N C

D

W

.8

E L

.9

P I

.1

B E

G I N

P

R O

F I L E

(+) 3.233%

(-) 2.500%

(+) 0.500%

(BACK OF SWK.)

PROPOSED PGL

(+) 0.333%

(-) 0.338%

E L

.5

P I

.2

E N

D

P

R O

F I L E

E L

.3

P I

.3

E L

.3

P I

.5

(+) 1.00 0%

FROM -0.01 TO +0.02

29' CROSS SLOPE TRANS.

FROM +0.02 TO -0.02

38' CROSS SLOPE TRANS.

FROM 0.00 TO EXIST.

18' CROSS SLOPE TRANS.

FROM EXIST. TO +0.01

31' CROSS SLOPE TRANS.

FROM +0.01 to -0.01

45' CROSS SLOPE TRANS.

(-) 0.944% (+) 0.802%

E L

.8

P I

.0

E L

.8

P I

.2

E L

.5

P I

.9

E L

.6

P I

.0

.6

.6

E L

.1

P I

.0

E L

.1

P I

.0

E L

.3

P I

.4

(-) 0.862%

FROM -0.02 TO 0.00

25' CROSS SLOPE TRANS.

(+) 2.783%

HORIZONTAL

.6

.5

(BACK OF SWK.)

PROPOSED PGL

(BACK OF SWK.)

EXIST. GROUND

(BACK OF SWK.)

EXIST. GROUND

.1

.0

.0

.0

.0

.0 c:\pww\kca_prod\dms46514\PLPRRD3.dgnfargueta 3/11/2025 8:22:31 AM Default

DATE DESCRIPTION

FINANCIAL PROJECT IDCOUNTYROAD NAME

LEE 438101-2-58-01

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

Engineer of Record: Adrienne A. Wisdom

P.E. No.: 78492

KISINGER CAMPO

& ASSOCIATES

SOUTH ST.

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

SAN

SAN

WATER

WATER

WATER

WATER

WATER

U

ELEC

15" RCP

R C

P

R C

P

HH

112 113 114 115 116

112+00 113+00 114+00 115+00 116+008

ROADWAY PLAN-PROFILE (3)

A

T C

H

L I N

E

.0

M A

T C

H

L I N

E

.0

.0

.0

.1

.8

S-103

S-103

EXIST. FL E 11.06 (15" RCP)

EXIST. FL S 9.80 (24" RCP)

EXIST. FL N 9.73 (36" RCP)

GRATE EL. 14.85 (MATCH EXIST.)

INDEX NO. 425-001, 425-010, 425-052

W/ GALVANIZED STEEL GRATE, H-20

CONST. PARTIAL INLET TYPE C

STA. 113+01.00, 30.32 LT.

N 10 40

Feet

B R

O A

D W

A Y

£ SURVEY SOUTH ST.

PROPERTY ADDRESSXXX

MAILBOX REPLACEMENTMB

SIDEWALK (6" THICK)

DRIVEWAY RESTORATION (6" CONC.)

LEGEND

223922152203/2205 21652159

MB

MATCH EXIST.

28.01' (LT)

+18.73

EXIST. R/W LINE

EXIST. R/W LINE

£ SURVEY SOUTH ST

STA. 113+44.45

END CONST.

27.32' (LT)

+56.62

EXIST. R/W LINE

EXIST. EOPSOUTH ST.

27.47' (LT)

+96.62

MATCH EXIST.

21.81' (LT)

+17.14

MATCH EXIST.

21.83' (LT)

+13.66

SAW CUT SAW CUT SAW CUT

SAW CUT

MATCH EXIST.

22.26' (LT)

+50.64

MATCH EXIST.

+59.93, 22.15' LT.

END SWK. CONST

SAW CUT

SAW CUT

MATCH EXIST.

21.51' (LT)

+46.82

MATCH EXIST.

21.59' (LT)

+16.82

SAW CUT

EXIST. R/W LINE

MATCH EXIST.

+04.59, 26.40' LT.

END SWK. CONST

MATCH EXIST.

10.69' (LT)

+25.95

EXIST. R/W LINE

S-103

FL. 11.06

EXIST. 15" PIPEFL. 9.80

EXIST. 24" PIPE

FL. 9.73

EXIST. 36" PIPE

P I

.2

E L

.7

(+) 0.333% (-) 0.333%

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

BROADWAY

30' CROSS SLOPE TRANS. FROM -0.02 TO EXIST.

E L

.8

P I

.9

(+) 0.333%

E L

.5

P I

.8

(+) 1.112%

.6

.5

(BACK OF SWK.)

PROPOSED PGL

(BACK OF SWK.)

EXIST. GROUND

E L

.9

P I

.5

E N

D

P

R O

F I L E

STA. 113+44.45

END CONST.

c:\pww\kca_prod\dms46514\PLPRRD4.dgnfargueta 3/10/2025 12:40:30 PM Default

DATE DESCRIPTION

FINANCIAL PROJECT IDCOUNTYROAD NAME

LEE 438101-2-58-01

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

Engineer of Record: Adrienne A. Wisdom

P.E. No.: 78492

KISINGER CAMPO

& ASSOCIATES

SOUTH ST.

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

SAN SAN

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATERWATER WATER

U

ELEC

12" RCP12" RCP

" R

C P

" R

CP

R C

P

R C

P

12" RCP

12" CMP 12" RCP

P V

C

12" HDPE

12" HDPE

C M

P

117 118 119 120 121 122

D

W

.9

117+00 118+00 119+00 120+00 121+00 122+008

ROADWAY PLAN-PROFILE (4)

A

T C

H

L I N

E

.0

M A

T C

H

L I N

E

.0

.1

.8

.9

.0

S-105S-104

12" PIPE

REMOVE EXIST.

S-104 S-105

EXIST. FL. 12.38 S (12" RCP)

FL. 11.80 E

SLOT EL. 12.80 N

BoS EL. 13.94 425-052, 425-060, 443-001

INDEX NO. 425-001, 425-010,

W/ 2' DEEP SUMP & MANHOLE (SEE DRAINAGE DETAIL)

CONST. INLET TYPE C MOD. (BACK OF SIDEWALK)

STA. 120+38.00, 15.65 LT.

S-104A

S-104A

CONST. 80 LF OF 12"X18" PIPE

CONST. 115 LF OF 12"X18" PIPE

FL. 11.80 W

FL. 11.80 E

SLOT EL. 13.00 N

BoS EL. 14.09 425-052, 425-060, 443-001

INDEX NO. 425-001, 425-010,

W/ 2' DEEP SUMP & MANHOLE (SEE DRAINAGE DETAIL)

CONST. INLET TYPE C MOD. (BACK OF SIDEWALK)

STA. 122+00.00, 15.32 LT.

PIPE

OF 12"X18"

CONST. 82 LF

FL. 11.80 W

FL. 11.80 E

SLOT EL. 12.50

BoS EL. 13.66 425-052, 425-060, 443-001

INDEX NO. 425-001, 425-010,

(SEE DRAINAGE DETAIL)

W/ 2' DEEP SUMP & MANHOLE

(BACK OF SIDEWALK)

CONST. INLET TYPE C MOD.

STA. 121+20.00, 16.73 LT.

FDOT INDEX NO. 430-001

CONST. CONC. JACKET

OF 12" PIPE

AND CONST. 8 LF

EXIST. 12" PIPE

REMOVE 8 LF OF

N 10 40

Feet

LEGEND

PROPERTY ADDRESS

MAILBOX REPLACEMENTDRIVEWAY RESTORATION (6" CONC.)

SIDEWALK (6" THICK) XXX

MB

SOUTH ST.

J A

C K

S O

N

S

T

23272317 2577/2579

2566-2578

22592251

EXIST. R/W LINE 27.06' (LT)

+56.62

EXIST. R/W LINE

£ SURVEY SOUTH ST.

STA. 119+54.47

BEGIN CONST.

N 88° 57' 01" E

£ SURVEY SOUTH ST.

EXIST. EOP

+29.41 20.81' (LT)

BEGIN HANDRAIL

+09.52 17.95' (LT)

BEGIN HANDRAIL

17.57' (LT)

+10.75

EXIST. R/W LINE

+28.94 21.93' (LT)

END HANDRAIL

MATCH EXIST.

26.98' (LT)

+33.01

20.66' (LT)

+28.84

27.03' (LT)

+16.62

17.60' (LT)

+42.26

+48.61 17.97' (LT)

END HANDRAIL

21.83' (LT)

+32.99

21.83' (LT)

+50.99

MATCH EXIST.

26.98' (LT)

+51.01

+10.01 17.90' (LT)

END HANDRAIL

+90.01 17.91' (LT)

BEGIN HANDRAIL

17.54' (LT)

+73.23

19.76' (LT)

+61.74

17.51' (LT)

+35.36

MB

MATCH EXIST.

+37.02, 16.40' LT.

END SWK. CONST

MATCH EXIST.

+11.92, 17.10' LT.

END SWK. CONST

MATCH EXIST.

17.80' (LT)

+06.97

MATCH EXIST.

16.51' (LT)

+32.03

EXIST. R/W LINE

MATCH EXIST.

+75.73, 24.97' LT.

BEGIN SWK. CONST

SAW CUT

MATCH EXIST.

+80.79, 24.94' LT.

END SWK. CONST

SAW CUTSAW CUT

SAW CUT

SAW CUTSAW CUT

MATCH EXIST.

+16.27, 92.77' LT.

BEGIN SWK. CONST

MATCH EXIST.

8.15' (LT)

+28.62

MATCH EXIST.

8.47' (LT)

+55.14EXIST. R/W LINE

S-104

FL. 12.38

CONST. 12" PIPE

S-105

FL. 11.80

FL. 11.80

FL. 11.80

CONST. 12"X18" PIPE

CONST. 12"X18" PIPE

S-104A

FL. 11.80

FL. 11.80

CONST. 12"X18" PIPE

E L

.0

(-) 0.333%

C O

N C

D

W

.9

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

JACKSON ST.

50 'CROSS SLOPE TRANS. FROM EXIST. TO +0.02

P I

.2

B E

G I N

P

R O

F I L E

E L

.6

P I

.8

(+) 0.464%

(BACK OF SWK.)

PROPOSED PGL

.2

.2

(BACK OF SWK.)

EXIST. GROUND

STA. 119+54.47

BEGIN CONST.

c:\pww\kca_prod\dms46514\PLPRRD5.dgnfargueta 3/11/2025 8:26:49 AM Default

DATE DESCRIPTION

FINANCIAL PROJECT IDCOUNTYROAD NAME

LEE 438101-2-58-01

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

Engineer of Record: Adrienne A. Wisdom

P.E. No.: 78492

KISINGER CAMPO

& ASSOCIATES

SOUTH ST.

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

SAN

WATER

WATER

WATER

WATER

WATER

WATERWATERWATER

WATER

WATER

WATER WATER

12" RCP

12" RCP 12" RCP

12" RCP

12" RCP

12" RCP

12" RCP

R C

P

" R

CP

R C

P

R C

P

15" RCP

HH

123 124 125 126 127

123+00 124+00 125+00 126+00 127+00 128+008

ROADWAY PLAN-PROFILE (5)

A

T C

H

L I N

E

.0

M A

T C

H

L I N

E

.0

.9

.0

.7

.3

OF 12"X18" PIPE

CONST. 69 LF

OF 12"X18" PIPE

CONST. 52 LF

S-109S-108S-107S-106

OF 12"X18" PIPE

CONST. 94 LF

GRATE INLET

REMOVE EXIST.

S-110

S-111

FL. 11.80 W

FL. 11.80 E

SLOT EL. 13.50 N

BoS EL. 14.65 425-052, 425-060, 443-001

INDEX NO. 425-001, 425-010,

(SEE DRAINAGE DETAIL)

W/ 2' DEEP SUMP & MANHOLE

(BACK OF SIDEWALK)

CONST. INLET TYPE C MOD.

STA. 124+40.00, 15.23 LT.

FL. 11.80 W

FL. 11.80 E

SLOT EL. 13.60 N

BoS EL. 14.70 425-052, 425-060, 443-001

INDEX NO. 425-001, 425-010,

(SEE DRAINAGE DETAIL)

W/ 2' DEEP SUMP & MANHOLE

(BACK OF SIDEWALK)

CONST. INLET TYPE C MOD.

STA. 123+70.00, 15.25 LT.

FL. 11.80 W

FL. 11.80 E

SLOT EL. 13.30 N

BoS EL. 14.40 425-052, 425-060, 443-001

INDEX NO. 425-001, 425-010,

(SEE DRAINAGE DETAIL)

W/ 2' DEEP SUMP & MANHOLE

(BACK OF SIDEWALK)

CONST. INLET TYPE C MOD.

STA. 123+15.00, 15.40 LT.

S-106

S-107

S-108 S-109

FDOT INDEX NO. 430-001

W/ CONC. JACKET

8 LF OF 12" PIPE

PIPE AND CONST.

REMOVE EXIST. 12"

S-110

S-111

FL. 11.80 W

EXIST. FL. 12.81 E (12" RCP)

SLOT EL. 14.00 N

BoS EL. 14.90 425-052, 425-060, 443-001

INDEX NO. 425-001, 425-010,

(SEE DRAINAGE DETAIL)

W/ 2' DEEP SUMP & MANHOLE

(BACK OF SIDEWALK)

CONST. INLET TYPE C MOD.

STA. 125+36.00, 16.16 LT.

12" PIPE

EXIST.

REMOVE

PIPE

12"X18"

CONST.

12" PIPE

REMOVE EXIST.

12" PIPE

REMOVE EXIST.

EXIST. FL 12.64 E (15" RCP)

EXIST. FL 11.92 W (15" RCP)

EXIST. FL 10.31 S (12" RCP)

EXIST. FL 10.57 N (24" RCP)

SLOT EL. 14.00

GRATE EL. 14.82 (GALVANIZED STEEL H-20)

INDEX NO. 425-001, 425-010, 425-052

(SEE DRAINAGE DETAIL)

& TRANSITION SLAB

CAST IN PLACE W/ NON-TRAVERSABLE SLOT N

CONST. PARTIAL DITCH BOTTOM INLET TYPE D TOP

REMOVE EXIST. INLET TOP &

STA. 126+27.00, 25.00 LT.

EXIST. FL 12.72 W (15" RCP)

SLOT EL. 14.00

GRATE EL. 14.80 (GALVANIZED STEEL H-20)

INDEX NO. 425-001, 425-010, 425-052

(SEE DRAINAGE DETAIL)

& TRANSITION SLAB

W/ NON-TRAVERSABLE SLOT N

CAST IN PLACE

TYPE D TOP

CONST. PARTIAL DITCH BOTTOM INLET

REMOVE EXIST. INLET TOP &

STA. 126+66.00, 25.00 LT.

N 10 40

Feet

D

W

.3

D

W

.3

SIDEWALK (6" THICK)

DRIVEWAY RESTORATION (6" CONC.)

DETECTABLE WARNINGS

PROPERTY ADDRESSXXX

MAILBOX REPLACEMENTMB

LEGEND

C E

N T

R

E

2405257523612355/2357

2339/2341

D

W .2

MATCH EXIST.

26.70' (LT)

+82.24

26.75' (LT)

+76.62

MATCH EXIST.

+61.07, 21.43' LT.

BEGIN SWK. CONST

MATCH EXIST.

+33.61, 21.40' LT.

END SWK. CONST

MATCH EXIST.

+22.53, 21.43' LT.

BEGIN SWK. CONST

MATCH EXIST.

+17.60, 21.56' LT.

END SWK. CONST

26.77' (LT)

+16.62

EXIST. R/W LINE

D

W .4

D

W .9

£ SURVEY SOUTH ST.SOUTH ST.

EXIST. EOP

D

W .3

D

W .9

EXIST. R/W LINE

MB N 88° 57' 01" E

18.81' (LT)

+44.25

20.03' (LT)

+52.59

23.39' (LT)

+83.59

21.64' (LT)

+74.59

23.27' (LT)

+10.87

MATCH EXIST.

26.80' (LT)

+62.47

21.65' (LT)

+50.47

MATCH EXIST.

26.80' (LT)

+50.47

+09.39 1.60' (LT)

END HANDRAIL

19.59' (LT)

+39.70

17.39' (LT)

+28.21

+25.61 17.76' (LT)

BEGIN HANDRAIL

19.61' (LT)

+93.72

17.40' (LT)

+05.21

2 MB

MATCH EXIST.

21.68' (LT)

+82.97

EXIST. R/W LINE

MATCH EXIST.

21.69' (LT)

+62.97

19.63' (LT)

+52.20

+49.64 19.13' (LT)

END HANDRAIL

21.71' (LT)

+10.31

17.43' (LT)

+40.71

+29.93 17.92' (LT)

BEGIN HANDRAIL

17.43' (LT)

+32.55

MATCH EXIST.

26.86' (LT)

+10.33

17.45' (LT)

+76.07

17.46' (LT)

+69.26

MB

+59.55 19.39' (LT)

BEGIN HANDRAIL

19.67' (LT)

+57.70

21.74' (LT)

+46.95

MATCH EXIST.

26.89' (LT)

+46.96

21.75' (LT)

+34.95

MATCH EXIST.

26.90' (LT)

+34.96

19.69' (LT)

+24.20

+24.31 20.13' (LT)

END HANDRAIL

MATCH EXIST.

26.93' (LT)

+52.59

MATCH EXIST.

26.93' (LT)

+66.62

MB

MATCH EXIST.

26.92' (LT)

+77.36

MATCH EXIST.

26.92' (LT)

+89.36

20.01' (LT)

+89.34

+79.21 17.99' (LT)

END HANDRAIL

21.72' (LT)

+98.31

MATCH EXIST.

26.87' (LT)

+98.33

19.66' (LT)

+87.56

+04.76 17.91' (LT)

BEGIN HANDRAIL

17.48' (LT)

+06.53

17.48' (LT)

+12.70

18.79' (LT)

+97.65

MB

EXIST. EOP

MATCH EXIST.

9.83' (LT)

+91.90

MATCH EXIST.

9.58' (LT)

+49.86

MATCH EXIST.

9.75' (LT)

+69.22

MATCH EXIST.

9.98' (LT)

+74.80

MATCH EXIST.

10.44' (LT)

+31.77

MATCH EXIST.

10.05' (LT)

+50.27

MATCH EXIST.

10.04' (LT)

+94.94

MATCH EXIST.

10.16' (LT)

+13.56

MATCH EXIST.

10.40' (LT)

+59.79

MATCH EXIST.

9.94' (LT)

+86.31

MATCH EXIST.

9.40' (LT)

+46.79

MATCH EXIST.

9.32' (LT)

+66.09

MATCH EXIST.

8.99' (LT)

+78.50

MATCH EXIST.

9.64' (LT)

+97.56

MATCH EXIST.

26.70' (LT)

+94.24

18.84' (LT)

+23.30

S-106 S-107

11.80

FL. 11.80

FL.

11.80

FL.

11.80

FL.

CONST. 12"X18" PIPE

S-108

11.80

FL. 11.80

FL.

S-109

12.81

FL.

11.80

FL.

PIPE

CONST. 12"

PIPE

EXIST. 12"

PIPE

CONST. 12"X18"

S-110 S-111

FL. 10.31

EXIST. 12" PIPE

FL. 10.57

EXIST. 24" PIPE

FL. 12.64

EXIST. 15" PIPE

FL. 12.72

FL. 11.92

EXIST. 15" PIPE

PIPE

CONST. 12"X18"

430-001

INDEX NO.

JACKET FDOT

CONST. CONC.

PIPE

12"X18"

CONST.

(-) 0.500%

P I

.7

E L

.8

(+) 0.600%

P I

.5

E L

.1

.4

(-) 1.356%

P I

.0

E L

.3

P I

.6

E L

.4

(-) 0.057%

C O

N C

D

W

.3

C O

N C

D

W

.3

C O

N C

D

W

.9

C O

N C

D

W

.3

C O

N C

D

W

.9

C O

N C

D

W

.4

C O

N C

D

W

.2

CENTRAL AVE.

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

E L

.7

P I

.6

E N

D

P

R O

F I L E

E L

.0

P I

.6

E N

D

P

R O

F I L E

E L

.8

P I

.0

B E

G I N

P

R O

F I L E

(-) 0.163%

(+) 0.333%

(+) 3.031%

(-) 2.576%

(-) 0.900%

46' CROSS SLOPE TRANS. FROM +0.02 TO -0.02

FROM -0.02 to EXIST.

50' CROSS SLOPE TRANS.

(+) 0.464%

E L

.4

P I

.0

E L

.3

P I

.8

(+) 0.900

(-) 0.500%

E L

.5

P I

.2

E L

.6

P I

.5

E L

.9

P I

.7

E L

.6

P I

.2

(+) 1.000%

(+) 0.356%

E L

.0

P I

.6

E L

.0

P I

.2

E L

.6

P I

.5

B E

G I N

P

R O

F I L E

E L

.3

P I

.3

(+) 0.474%

(+) 3.000%

E L

.4

P I

.5

(+) 0.333%

(BACK OF SWK.)

PROPOSED PGL

.2

.2

(BACK OF SWK.)

EXIST. GROUND

(+) 0.725%

.4

E L

.1

P I

.9

.0

FROM EXIST. TO -0.02

38.93' CROSS SLOPE TRANS.

FROM -0.02 TO +0.02

50' CROSS SLOPE TRANS.

.0 c:\pww\kca_prod\dms46514\PLPRRD6.dgnfargueta 3/10/2025 12:41:48 PM Default

DATE DESCRIPTION

FINANCIAL PROJECT IDCOUNTYROAD NAME

LEE 438101-2-58-01

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

Engineer of Record: Adrienne A. Wisdom

P.E. No.: 78492

KISINGER CAMPO

& ASSOCIATES

SOUTH ST.

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

SAN SAN

WATER

WATER

WATER

WATERWATER

WATER

BACK FLOW

WATER

R C

P

4" PVC

HH

HH

129 130 131 132 133

128+00 129+00 130+00 131+00 132+00 133+008

ROADWAY PLAN-PROFILE (6)

A

T C

H

L I N

E

.0

.7

.3

S-112

S-112

EXIST. FL. 13.25 S (12" RCP)

SLOT EL. 13.30 N

BoS EL. 14.80

INDEX NO. 425-001, 425-010, 425-052, 425-060

CAST IN PLACE W/ MANHOLE (SEE DRAINAGE DETAIL)

CONST. INLET TYPE C MOD. (BACK OF SIDEWALK)

STA. 129+84.00, 19.08 LT.

FDOT INDEX NO. 430-001

CONST. CONC. JACKET

OF 12" PIPE

AND CONST. 8 LF

EXIST. 12" PIPE

REMOVE 8 LF OF

N 10 40

Feet

R O

Y A

L

P

A

E

SIDEWALK (6" THICK)

DRIVEWAY RESTORATION (6" CONC.)

DETECTABLE WARNINGS

PROPERTY ADDRESSXXX

MAILBOX REPLACEMENTMB

LEGEND

F O

W L E

R

S

T

S R

CR-C

EXIST. R/W LINE

24212429

D

W .5

MATCH EXIST.

26.69' (LT)

+12.57

MATCH EXIST.

26.67' (LT)

+66.57

EXIST. R/W LINE

D

W .2

EXIST. R/W LINE

21.30' (LT)

+41.48

MATCH EXIST.

+48.70, 21.30' LT.

END SWK. CONST

EXIST. EOP

EXIST. R/W LINE

36.61' (LT)

+87.82

21.28' (LT)

+91.87

19.24' (LT)

+03.82

17.87' (LT)

+11.78

SOUTH ST.

17.85' (LT)

+76.69

19.44' (LT)

+85.31

MATCH EXIST.

21.84' (LT)

+98.22

D

W .2

N 88° 57' 01" E

EXIST. R/W LINE

£ SURVEY SOUTH ST.

EXIST. EOP

MATCH EXIST.

21.79' (LT)

+20.22

SAW CUT

EXIST. R/W LINE

STA.132+94.65

END CONST.

END PROJECT

17.44' (LT)

+94.65

26.47' (LT)

+12.82

19.38' (LT)

+33.12

17.77' (LT)

+41.71

STA.133+28.95

END £ SURVEY SOUTH ST.

DRIVEWAY PAVERS

2546 FOWLER ST LOTS 1-26

SAW CUT

SAW CUT

3 MB

26.64' (LT)

+27.82

DONE ON DRIVEWAY.

WITH PROPERTY OWNER FOR WORK

CITY OF FT. MYERS TO COORDINATE

36.64' (LT)

+37.82

MATCH EXIST.

9.80' (LT)

+09.25

MATCH EXIST.

9.84' (LT)

+69.77

MATCH EXIST.

10.47' (LT)

+95.02

MATCH EXIST.

11.91' (LT)

+22.65

26.61' (LT)

+97.82

+93.93 17.87' (LT)

END HANDRAIL

+80.81 21.66' (LT)

BEGIN HANDRAIL

MATCH EXIST.

+74.81, 21.29' LT.

BEGIN SWK. CONST

S-112

FL. 13.25

CONST. 12" PIPE

P I

.9

E L

.4

P I

.3

E L

.2

(-) 0.962%

P I

.4

E L

.4

(+) 0.400%

P I

.8

E L

.3

P I

.3

E L

.4

P I

.6

E L

.4

P I

.3

E L

.4

P I

.4

E L

.3

P I

.0

E L

.3

P I

.0

E L

.4

(+) 1.1 92%

P I

.7

E L

.6

P I

.7

E L

.7

P I

.4

E L

.7

P I

.8

E L

.8

P I

.4

E L

.8

P I

.9

E L

.8

P I

.0

E L

.8

(-) 0.138%

P I

.4

E L

.8

P I

.8

E L

.8

P I

.0

E L

.7

.4

P I

.1

E L

.4

C O

N C

D

W

.5

C O

N C

D

W

.0

2 2

C O

N C

D

W

.2

AVE.

ROYAL PALM

1" = 4' VERTICAL

1" = 40' HORIZONTAL

SCALE:

E L

.8

P I

.7

E N

D

P

R O

F I L E

(-) 0.097%

(-) 0.179%

(+) 0.036%

(+) 0.745%

(+) 0.017%

(+) 0.816%

(+) 0.011%

(-) 0.196%

(+) 3.859%

(-) 1.000%

(+) 0.333%

(-) 0.333%

(-) 2.914%(+) 3.000%

(-) 0.333%

(-) 1.445%

(-) 0.133%

(-) 1.049%

(-) 1.065%

(-) 0.394%

E L

.6

P I

.6

E N

D

P

R O

F I L E

FROM -0.01 TO +0.02

50' CROSS SLOPE TRANS.

FROM EXIST. TO -0.01

25.19' CROSS SLOPE TRANS.

FROM +0.02 TO EXIST.

21.71' CROSS SLOPE TRANS.

(+) 0.723%

(+) 0.821%

(-) 0.700%

E L

.9

P I

.1

E L

.5

P I

.2

E L

.6

P I

.4

E L

.4

P I

.0

(+) 0.200%

(+) 1.300%

(-) 0.381%

(BACK OF SWK.)

PROPOSED PGL

(BACK OF SWK.)

EXIST. GROUND

.4

8 M A

T C

H

E

X I S

T

E L

.8

P I

.4

E L

.2

P I

.0

E L

.9

P I

.9

TO EXIST. AT ROYAL PALM AVE.

FROM EXIST. AT DRIVEWAY

32.70' CROSS SLOPE TRANS.

E L

.0

P I

.5

B E

G I N

P

R O

F I L E

.0

STA. 132+94.65

END CONST.

END PROJECT

STA. 133+28.95

END £ SURVEY SOUTH ST.

c:\pww\kca_prod\dms46514\SPDTRD01.dgnnpinto 8/27/2024 2:01:46 PM Default

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

FINANCIAL PROJECT IDROAD NAME

LEE

COUNTY

438101-2-58-01

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

Engineer of Record: Adrienne A. Wisdom

SOUTH ST.

SPECIAL DETAILS

.0

R

.0

R

.0

R

SAWCUT

6" CONCRETE SIDEWALK

¡ STA.

N.T.S

DRIVEWAY DETAIL

SAWCUT

.0

N.T.S

SIDEWALK DETAILS

TRANS.

5'

TRANS

5'

5' CLEAR WIDTH

EXIST R/W LINE

PAVEMENT (EOP)

EXIST. EDGE OF

PAVEMENT (EOP)

EXIST. EDGE OF

DRIVEWAY FLARE

6" CONCRETE SIDEWALK

PROPOSED HANDRAIL LIMITS VARY/SEE PLANS

6" CONCRETE SIDEWALK

.0

R

.0

R

.0

R

6" CONCRETE SIDEWALK

VARIES (12' MIN)

SLOPE VARIES SEE DRIVEWAY CROSS SECTIONS

DISTANCE VARIES

DISTANCE VARIES

INCLUDING CONSTRUCTION.

SEE NEXT SHEET FOR COUNTY'S ADDITIONAL REQUIREMENTS,

THIS DRIVEWAY DETAIL IS FOR GEOMETRIC REFERENCE ONLY,

NOTE:

c:\pww\kca_prod\dms46514\SPDTRD02.dgnnpinto 8/27/2024 2:01:49 PM Default

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

FINANCIAL PROJECT IDROAD NAME

LEE

COUNTY

438101-2-58-01

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

Engineer of Record: Adrienne A. Wisdom

SOUTH ST.

SPECIAL DETAILS

c:\pww\kca_prod\dms46520\DRDTRD01.dgnfargueta 3/7/2025 11:31:38 AM Default

DATE DESCRIPTION

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

FINANCIAL PROJECT IDROAD NAME

LEE

COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 93234

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

SOUTH ST

Engineer of Record: Courtney J. Richards

438101-2-58-01

TYPICAL TRANSITION SLAB

NTS

DRAINAGE DETAIL

BOTTOM TO REMAIN

EXISTING STRUCTURE

STRUCTURE TOP

CONST. PROPOSED

CONST. TRANSITION SLAB

VARIES

VARIES

THE CASTING OF DRAINAGE INFRASTRUCTURE

DRAINAGE STRUCTURES FOR REVIEW PRIOR TO

NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS OF

c:\pww\kca_prod\dms46520\DRDTRD01.dgnfargueta 2/20/2025 12:36:25 PM Default

DATE DESCRIPTION

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

FINANCIAL PROJECT IDROAD NAME

LEE

COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 93234

CITY OF FORT MYERS

PUBLIC WORKS DEPARTMENT

SOUTH ST

Engineer of Record: Courtney J. Richards

438101-2-58-01

#5 Bars (Typ.)

S p a

S w k

S p a

S w k

S w k

S w k

Edge

Unsupported 5'-5"3

5.5"5.5" 9 Spa. @ 6" p a

DRAINAGE DETAIL

(cover not shown)

Type III Frame

(cover not shown)

Type III Frame

Regular Exc. Embankment

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.60

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

G(D) W(D)

SS(D) BFO(D)

14.55

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

G(D) W(D)

SS(D)

BFO(D)

14.43

E X I S

T

R

W

L I N

E

G(D) W(D) SS(D)

BFO(D)

BFO(D)

BT(D)

CROSS SECTIONS (1)

DIXIE PKWY.

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

14 14

16 16

18 18

20 20

102+00.00

14 14

16 16

18 18

20 20

103+00.00

STA. 101+00.00

CLEVELAND AVE.

12 12

12 12

STA. 100+00.00

SOUTH ST. £ SURVEY

STA. 102+86.09

BEGIN PROJECT

STA. 103+27.35

BEGIN EARTHWORK

DIXIE PKWY.

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

13.97

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

1:390.02

.0

G(D) W(D)

SS(D)

BFO(D)

BFO(D)

BT(D)

13.91

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.8

0.021:36 1:1

G(D)

W(D)

SS(D)

BFO(D) BFO(D)

BFO(D)BFO(D)

BT(D)

13.72

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

1:

G(D)

W(D)

SS(D)

BFO(D)

BFO(D)

BT(D)

.2

0.0104

CROSS SECTIONS (2)

GRAND AVE.

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

104+00.00

14 14

16 16

18 18

20 20

105+00.00

14 14

16 16

18 18

20 20

106+00.00

12 12

12 12

12 12

STA. 106+67.16

BEGIN EARTHWORK

STA. 106+36.20

END EARTHWORK

2.4

0.00

1.44

2.0

8.13

1.00

0.0

8.89

2.9

HORIZONTAL

0.00

0.5

0.2

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.22

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.8

0.010.010.01

W(D)

SS(D)

BFO(D)

BT(D)

14.21

E X I S

T

R

W

L I N

E

.8

0.010.01 0.01

W(D)

SS(D)

BFO(D)

BT(D)

14.06

E X I S

T

R

W

L I N

E

W(D) SS(D) BFO(D)

BT(D)

.1

0.010.01 0.04

CROSS SECTIONS (3)

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

107+00.00

10 10

12 12

14 14

16 16

18 18

20 20

107+04.27

10 10

12 12

14 14

16 16

18 18

20 20

107+63.42

12 12

0.67

0.4

5.28

0.0

0.08

0.6

0.00

0.0

0.76

0.1

0.26

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.22

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.9

0.02 0.01

W(D) SS(D)

BFO(D)

BT(D)

14.32

E X I S

T

R

W

L I N

E

.1

0.020.03 0.01

W(D)

SS(D) BFO(D)

BT(D)

14.51

E X I S

T

R

W

L I N

E

.5

0.02 0.01 0.01

W(D)

SS(D)

BFO(D)

BT(D)

CROSS SECTIONS (4)

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

108+00.00

10 10

12 12

14 14

16 16

18 18

20 20

108+24.33

10 10

12 12

14 14

16 16

18 18

20 20

108+76.84

12 12

0.24

0.3

1.75

2.4

1.14

2.3

1.06

0.0

4.12

2.0

0.20

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.58

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.7

0.02 1:370.03

W(D)

SS(D) BFO(D)

BT(D)

14.61

E X I S

T

R

W

L I N

E

.8

0.02 0.03

0.03

W(D)

SS(D) BFO(D)

BT(D)

14.62

E X I S

T

R

W

L I N

E

.6

0.02 0.03 0.02

W(D)

SS(D) BFO(D)

BT(D)

CROSS SECTIONS (5)

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

109+00.00

10 10

12 12

14 14

16 16

18 18

20 20

109+11.24

10 10

12 12

14 14

16 16

18 18

20 20

109+35.92

12 12

1.38

1.2

1.57

3.4

0.72

2.2

0.72

0.0

1.15

0.3

2.34

5.1

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.62

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.4

0.021:33

W(D)

SS(D)

BT(D)

1:41

14.70

E X I S

T

R

W

L I N

E

.7

0.02 0.01 0.01

W(D) SS(D)

14.76

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.6

0.02 0.010.01

W(D) SS(D)

CROSS SECTIONS (6)

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

110+00.00

10 10

12 12

14 14

16 16

18 18

20 20

110+66.02

14 14

16 16

18 18

20 20

111+00.00

12 12

12 12

0.62

0.3

8.71

2.2

0.42

0.1

3.29

0.5

3.45

5.4

0.31

0.0

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.77

E X I S

T

R

W

L I N

E

.5

0.020.01 0.01

W(D) SS(D)

BT(D)

BT(D)

14.84

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.5

0.02 1:42

W(D) SS(D) BT(D)

BT(D)

15.08

.8

W(D) SS(D) BFO(D)

BT(D)BT(D)

BT(D)

CROSS SECTIONS (7)

00 2020 4040 6060 8080 100100 120120

10 10

12 12

14 14

16 16

18 18

20 20

111+12.72

14 14

16 16

18 18

20 20

112+00.00

14 14

16 16

18 18

20 20

113+00.00

BROADWAY

12 12

12 12

STA. 113+04.59

END EARTHWORK

1.33

0.2

0.02

0.1

0.37

0.0

5.27

3.2

0.19

0.1

5.93

0.0

BROADWAY

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.57

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

W(D) SS(D) BT(D)

14.64

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E W(D)

SS(D) BT(D)

14.62

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

W(D) SS(D)

BT(D)

CROSS SECTIONS (8)

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

114+00.00

14 14

16 16

18 18

20 20

115+00.00

14 14

16 16

18 18

20 20

116+00.00

12 12

12 12

12 12

0.00

0.0 0.0

0.00

0.00

0.0 0.0

0.00

0.00

0.0 0.0

0.00

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.38

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

W(D) SS(D)

BT(D)

14.44

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

W(D) SS(D) BT(D)

14.33

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

W(D)

SS(D)

BT(D)

CROSS SECTIONS (9)

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

117+00.00

14 14

16 16

18 18

20 20

118+00.00

14 14

16 16

18 18

20 20

119+00.00

12 12

12 12

12 12

0.00

0.0 0.0

0.00

0.00

0.0 0.0

0.00

0.00

0.0 0.0

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.27

W(D) SS(D) BT(D)

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.7

0.02

W(D)

SS(D) BT(D)

1:41 1:

14.47

E X I S

T

R

W

L I N

E

.7

0.02 0.05

0.04

W(D)

SS(D)

BT(D)

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

120+00.00

12 12

14 14

16 16

18 18

20 20

121+00.00

10 10

12 12

14 14

16 16

18 18

20 20

121+41.99

CROSS SECTIONS (10)

JACKSON ST.

12 12

STA. 120+16.27

BEGIN EARTHWORK

0.00

0.0

176.00

0.70

0.9 0.2

9.32

JACKSON ST.

11.8

0.00

0.0 0.0

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.55

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.0

0.02 1:1

1:30

W(D)

SS(D) BT(D)

14.65

E X I S

T

R

W

L I N

E

.3

0.020.03

W(D)

SS(D)

BT(D)

0.01

14.69

E X I S

T

R

W

L I N

E

.4

0.020.01 0.01

W(D)

SS(D)

BT(D)

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

122+00.00

10 10

12 12

14 14

16 16

18 18

20 20

122+59.32

10 10

12 12

14 14

16 16

18 18

20 20

122+83.36

CROSS SECTIONS (11)

12 12

0.97

0.0

0.83

0.8 0.0

0.94

1.4 0.2

0.08

9.0

9.90

9.91

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FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.72

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.3

0.020.01

W(D)

SS(D) BT(D)

1:58

14.78

E X I S

T

R

W

L I N

E

.5

0.02 0.010.01

W(D) SS(D) BT(D)

14.87

E X I S

T

R

W

L I N

E

E X I S

T

R

W

L I N

E

.8

0.02 0.030.02

W(D) SS(D) BT(D)

00 2020 4040 6060 8080 100100 120120

14 14

16 16

18 18

20 20

123+00.00

10 10

12 12

14 14

16 16

18 18

20 20

123+40.95

14 14

16 16

18 18

20 20

124+00.00

CROSS SECTIONS (12)

0.47

0.2 3.9

1.27

1.08

1.2 0.8

3.58

4.14

2.5 0.3

1.18

AV V

c:\pww\kca_prod\dms46514\RDXSRD01.dgnnpinto 8/27/2024 2:05:25 PM Rdxsrd_shg

FINANCIAL PROJECT ID

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

ROAD NAME COUNTY

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

13461 Parker Commons Blvd, Suite 104

P.E. No.: 78492

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE 438101-2-58-01

Engineer of Record: Adrienne A. Wisdom

£ SURVEY SOUTH ST.

£ SURVEY SOUTH ST.

SOUTH ST.

1" = 5' VERTICAL

1" = 20' HORIZONTAL

SCALE:

14.88

E X I S

T

R

W

L I N

E

.8

0.02 0.020.01

W(D)…