Please Email ALL Questions - Tampa, Florida · please email all questions: ... item no. pay description unit quantity signing & pavt. marking pay items ... 522 2 conc. sidewalk,

The Enclosed Document Is Provided For Your Convenience.

Please Email ALL Questions:MailTo:[email protected]

Please Let Us Know If You Plan To Bid

City of TampaContract Administration Department

306 E. Jackson St. #280A4N Tampa, FL 33602

(813)274-8456

DEPARTMENT OF TRANSPORTATION

CONTRACT PLANS

NO.

SHEET

YEAR

FISCAL

3:30:47 PM Y:\13-05-1893 RFP 13 D 000027 4 Walk Bike Projs Design Willow Av\43271710000\roadway\KEYSRD01.DGNaepperson 3/9/2017

1 17

INDEX OF ROADWAY PLANS

BEE LINEEXPRESSWAY

FLO

RID

A S

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

N

CITY OF TAMPA

STA. 10+20.00

BEGIN PROJECT

STA. 81+57.00

END PROJECT

BIKE LANE/SIDEWALK PROJECT

15 - 20

14

8 - 13

7

6

5

3 - 4

2

1

SHEET NO.

UTILITY ADJUSTMENTS

SPECIAL DETAILS

ROADWAY PLAN

GENERAL NOTES

PROJECT LAYOUT

SUMMARY OF QUANTITIES

TYPICAL SECTION

SUMMARY OF PAY ITEMS

KEY SHEET

SHEET DESCRIPTION

SIGNALIZATION PLANS

SIGNING AND PAVEMENT MARKINGS

ROADWAY PLANS

FIN

AL P

LA

NS S

UB

MIT

TA

L -

03/10/17

CONTRACT PLANS COMPONETS

(FEDERAL FUNDS)

FINANCIAL PROJECT ID: 432717-1-58-01

CITY OF TAMPA PROJECT ID 1000260

WILLOW AVENUE FROM SWANN AVENUE TO MAIN STREET

CERTIFICATE OF AUTHORIZATION NO.: 30268

VENDOR NO.: 46-1885050

CONTRACT NO.: 13-05-1893

(813) 289-7771

TAMPA, FL 33607

2709 N. ROCKY POINT DR., SUITE 104

SAM SCHWARTZ ENGINEERING, D.P.C., PA

GREGORY S. TRIM, P.E. NO.: 52935

GEC PROJECT MANGER:

PROJECT MANAGER:

CITY OF TAMPA

ENGINEER OF RECORD:

ROADWAY PLANS

CHRIS MEARES, P.E.

NINA S. MABILLEAU, E.I.GOVERNING DESIGN STANDARDS:

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/roadway/DesignStandards/Standards.shtm

and applicable Design Standards Revisions (DSRs) at the following website:

Florida Department of Transportation, FY2016-17 Design Standards eBook (DSeB)

http://www.fdot.gov/programmanagement/Implemented/SpecBooks

at the following website:

and III Standard Specifications for Road and Bridge Construction

City of Tampa and Florida Department of Transportation, January 2017 Division II

LOCATION OF PROJECT

ITEM NO.

PAY

DESCRIPTION UNIT QUANTITY

SIGNING & PAVT. MARKING PAY ITEMS

ITEM NO.

PAY


ROADWAY PAY ITEMS

PAY ITEM NOTES:

ITEM NO.

PAY


UTILITY PAY ITEMS

101-1 MOBILIZATION LS 1

104-18 EA 3

110-1-1 CLEARING AND GRUBBING AC

400-0-11 CY

522-1 CONC. SIDEWALK, 4" THICK SY 979

522 2 CONC. SIDEWALK, 6" THICK SY 258

527-2 DETECTABLE WARNINGS SF 237

570-1-2 PERFORMANCE TURF, SOD SY

TN

9910W EA 2

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2 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

SUMMARY OF PAY ITEMS

CITY OF TAMPA

TRANSPORTATION DEPARTMENT

GREGORY S. TRIM, P.E.


P.E. LICENSE NUMBER 52935

SAM SCHWARTZ ENGINEERING

TAMPA, FL 33607

CERTIFICATE OF AUTHORIZATION 30268

CITY PROJECT IDFINANICAL PROJECT ID

432717-1-58-01

700-1-11 SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS

700-1-50 AS 4

700-1-60 AS 8

706-3

1

EA

711-11-123 LF 1111

711-11-124 LF 241

711-11-160 EA 12

711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROWS EA 10

711-11-141 GM

711-14-160 EA 37

711-14-170 EA 8

711-16-101 THERMOPLASTIC, STD - OTHER SURFACES, WHITE, SOLID, 6" GM 0.361

711-16-102 THERMOPLASTIC, STD - OTHER SURFACES, WHITE, SOLID, 8" GM 0.110

711-16-201 THERMOPLASTIC, STD - OTHER SURFACES, YELLOW, SOLID, 6" GM 0.579

711-16-133 GM 0.040

SY 3486327-70-6 MILLING EXIST. ASPH. PAVT., 1 1/2" AVG. DEPTH

0.17

337-7-81

CONCRETE CLASS NS, GRAVITY WALL

296

20

102-1 MAINTENANCE OF TRAFFIC LS 1

INLET PROTECTION SYSTEM

LF104-10-3 SEDIMENT BARRIER

SIGN PANEL, F&I OVERHEAD MOUNT, UP TO 12 SF EA

EA

2700-3-201

700-3-501 SIGN PANEL, RELOCATE, UP TO 12 SF

711-11-125 LF 202THERMOPLASTIC, STD., WHITE, SOLID, 24"

THERMOPLASTIC, STANDARD, WHITE, MESSAGES

0.081

711-14-125 LFTHERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" 1121

THERMOPLASTIC, PREFORMED, WHITE, MESSAGES

THERMOPLASTIC, PREFORMED, WHITE, ARROWS

SF711-17 THERMOPLASTIC, REMOVE EXISTING PAVEMENT MARKINGS 536

EA 8

ITEM NO.

PAY


630-2-11 LF

650-1-14 AS 3

650-1-70 AS 2

1

EA 1

EA

670-5-110 AS

630-2-12 LF

AS

AS

3660-2-101

660-2-106

670-5-600 ASTRAFFIC CONTROLLER - ASSEMBLY, REMOVE

SIGNALIZATION PAY ITEMS

CONDUIT, F&I, OPEN TRENCH, UNDERGROUND

CONDUIT, F&I, DIRECTIONAL BORE

TRAFFIC SIGNAL, F&I, ALUMINUM, 3-SECTION/1-WAY

TRAFFIC SIGNAL, RELOCATE

LOOP ASSEMBLY - F&I, TYPE A

LOOP ASSEMBLY - F&I, TYPE F

660-3-11

660-3-12

VEH. DETECTION SYSTEM, MICROWAVE, F&I, CABINET SYSTEM

VEH. DETECTION SYSTEM, MICROWAVE, F&I, ABOVE GROUND EQUIP. 1

TRAFFIC CONTROLLER - ASSEMBLY, F&I, NEMA 1

1

520-3 LF 58

872

LF 55520-1-10 CONCRETE CURB & GUTTER, TYPE F

646-1-60 EA 2

665-1-11

665-1-40

EA

EA

9

2

PEDESTRIAN DETECTOR, F&I, STANDARD

PEDESTRIAN DETECTOR, RELOCATE

670-5-500 TRAFFIC CONTROLLER - ASSEMBLY, RELOC. CONTROLLER W/CABINET AS 1

520-70 SYCONC. TRAF. SEP., SPECIAL - VARIABLE WIDTH 29.3

127

358

635-2-11 EAPULL BOX, F&I, 13x24 13

646-1-11 EA 9ALUMINUM SIGNALS POLE, PEDESTAL

ALUMINUM SIGNALS POLE, REMOVE

653-1-11 AS 8

653-1-40 AS 1

653-1-60 AS 2

PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 1-WAY

PEDESTRIAN SIGNAL, RELOCATE

PEDESTRIAN SIGNAL, REMOVE

SY 7.3110-4 REMOVAL OF EXIST. CONC. PAVEMENT

700-1-12 AS 2SINGLE POST SIGN, F&I GROUND MOUNT, 12-20 SF

665-1-60 EA 4PEDESTRIAN DETECTOR, REMOVE

21

670-5-400 AS 1TRAFFIC CONTROLLER - ASSEMBLY, MODIFY

650-1-60 AS 1TRAFFIC SIGNAL, REMOVE

711-12-123 LFTHERMOPLASTIC, REFURBISHMENT, WHITE, SOLID, 12"

711-12-125 THERMOPLASTIC, REFURBISHMENT, WHITE, SOLID, 24" LF

166

103

THERMOPLASTIC, STD., WHITE, SOLID, 12"

THERMOPLASTIC, STD., WHITE, SOLID, 18"

ADJUST VALVE BOX TOP (HEIGHT)

ADJUST WATER METER BOX8100W

102-14 HR 32TRAFFIC CONTROL OFFICER

VALLEY GUTTER - CONCRETE

LF520-2-4 CONCRETE CURB, TYPE D 588

LF550-10-248 FENCING, TYPE B, 7.1'-8', RESET EXISTING 32

ASPHALTIC CONCRETE FRICTION COURSE, TRAFFIC B, FC-12.5, PG76-22

THERMOPLASTIC, STD. - OTHER SURFACES, WHITE, SKIP, 12" (3/9) LANE DROP

632-7-2 LF 632

639-2-1 LF

SIGNAL CABLE - REPAIR/REPLACE/OTHER, F&I

20ELECTRICAL SIGNAL CABLE, F&I

140

RETRO REFLECTIVE PAVEMENT MARKERS

SINGLE POST SIGN, RELOCATE

SINGLE POST SIGN, REMOVE

THERMOPLASTIC, STD., WHITE, 2'-4' DOT GUIDE, 6"120-71 LS

160-4 SY 258

SY 234

TYPE B STABILIZATION

285-706 OPTIONAL BASE, BASE GROUP 6

INCLUDES COST OF TRAFFIC CONTROLLER PAD. 5. 670-5-500:

SHALL INCLUDE THE COST OF ANY EXCAVATION NEEDED FOR DRIVEWAY CONSTRUCTION.4. 522-2:

INCLUDES COST TO REMOVE & RESET ROADWAY BRICKS.3. 520-3:

IN THE BID PRICE OF THE GRAVITY WALL. OF THE GRAVITY WALL. ALL COSTS FOR THE PROTECTION OF SLOPES SHALL BE INCLUDED THE CONTRACTOR SHALL PROTECT THE EXISTING ADJACENT SLOPES DURING CONSTRUCTION2. 400-0-11:

(SEE TYPICAL SECTION (2) FOR LOCATIONS) AND RELOCATING MAIL BOXES. INCLUDES THE COST OF REMOVING 68 SY OF EXISTING GRAVITY WALLS1. 110-1-1:

REGULAR EXCAVATION - (3R PROJECT ONLY) 1

439

653-1-12 PEDESTRIAN SIGNAL, F&I, LED COUNTDOWN, 2-WAY AS 1

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3 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

TYPICAL SECTION (1)

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

5' 5'

EXISTINGMATCH

EXISTING

MATCH

LANEBIKE

LANEBIKE

11'

¡ SurveyExist. LA R/W LineExist. LA R/W Line

10' 10' 10' 11'

LA R/W (VARIES) LA R/W (VARIES)

4' 4'

LANEBIKE

LANEBIKE

11'

¡ Survey

11'

Exist. R/W Line Exist. R/W Line

R/W (VARIES) R/W (VARIES)

CONSTANT DEPTH MILLING AND RESURFACING

MILLING

RESURFACING

W. PLATT ST. TO CLEVELAND ST.

¡ SurveyExist. R/W Line

Exist. R/W Line


ON-STREET

PARKING

ON-STREET

PARKING

GroundNatural

GroundNatural


Exist. R/W Line


ON-STREET

PARKING

ON-STREET

PARKING

Exist. SW Exist. SW

GroundNatural

GroundNatural

Exist. SW Exist. SWGroundNatural

Exist. SW

GroundNatural

Exist. SW

GroundNatural

Exist. SW

GroundNatural

Exist. SW

TRAFFIC DATA

DESIGN SPEED = 30 MPH

DESIGN HOUR T = 3%

K = 9% D = 50% T = 2% (24 HOUR)

ESTIMATED DESIGN YEAR = 2036 AADT = 13,200

ESTIMATED OPENING YEAR = 2016 AADT = 10,730

CURRENT YEAR = 2015 AADT = 10,620

MILL EXISTING ASPHALT PAVEMENT (1.5" DEPTH)

STA. 26+37.30 TO STA. 31+15.53

W. PLATT ST. TO CLEVELAND ST.

TYPICAL SECTION

STA. 10+20.00 TO STA. 26+37.30

W. SWANN AVE. TO W. PLATT ST.

TYPICAL SECTION

STA. 31+15.53 TO STA. 36+60.00

CLEVELAND ST. TO W. JOHN F. KENNEDY BLVD.

TYPICAL SECTION

INTERSTATE 275 TO W. MAIN ST. - STA. 75+63.00 TO STA. 81+57.00

W. ARCH ST. TO W. LA SALLE ST. - STA. 71+07.00 TO STA. 74+00.00

W. CYPRESS ST. TO W. NASSAU ST. - STA. 63+35.16 TO STA. 68+72.00

W. JOHN F. KENNEDY BLVD. TO W. CASS ST. STA. 36+60.00 TO STA. 55+50.00

TYPICAL SECTION

15' 15'

20' 20'

INTERMITTENT INTERMITTENT

FRICTION COURSE (TRAFFIC B, FC-12.5, PG76-22) (1.5")

Ground

Natural

¡ Survey

GroundNatural

Exist. SW

Exist. R/W LineExist. R/W Line

PROP.

6' SW

ON-STREET

PARKING

ON-STREET

PARKING

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4 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

TYPICAL SECTION (2)

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01


Exist. R/W Line

PROP.

6' SW

ON-STREET

PARKING

ON-STREET

PARKING

Exist. SW

GroundNatural


Exist. R/W Line

PROP.

ON-STREET

PARKING

ON-STREET

PARKING

Exist. SW

GroundNatural

6' SW

INDEX NO. 304PROP. SW CURB

SEDIMENT BARRIER

SEDIMENT BARRIER

30' R/W 30' R/W

20' 20'

CLEARING & GRUBBING

SOD3.5'

CLEARING & GRUBBING

SOD3.5'

30' R/W 30' R/W

20' 20'

STA. 74+00.88 TO STA. 75+62.32

W. LA SALLE ST. TO I-275 OVERPASS

TYPICAL SECTION

CLEARING & GRUBBING

SOD3.5'

STA. 70+13 TO STA. 70+93 REMOVE EXIST. GRAVITY WALL

30' R/W 30' R/W

20' 20'

STA. 68+72.96 TO STA. 71+06.22

W. NASSAU ST. TO W. ARCH ST.

TYPICAL SECTION

STA. 55+50.00 TO STA. 63+35.16

W. CASS ST. TO W. CYPRESS ST.

TYPICAL SECTION

Exist. Granite Curb

STA. 62+94 TO STA. 63+01STA. 61+37 TO STA. 61+75STA. 61+04 TO STA. 61+10REMOVE EXIST. GRAVITY WALL

(AS SHOWN ON PLANS) INDEX NO. 6011OR GRAVITY WALL(B.C.) INDEX NO. 304 PROP. SW BACK OF CURB

CONCRETE SIDEWALK, 4"

Exist. Granite Curb

CONCRETE SIDWALK, 4"

(MAX)2%

(MAX)

2%

SEDIMENT BARRIER

(MAX)

2%

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5 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

SUMMARY OF QUANTITIES

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

SUMMARY OF CURB RAMPS

NO.

CURB RAMPOFFSET

CR-E 36.40' LT.

CR-F 23.59' LT.

CR-F 24.04' RT.

CR-G 22.48' RT.

CR-F 23.50' LT.

CR-G 28.97' RT.

24.42' LT.

23.29' RT.

23.77' RT.

24.25' LT.

24.09' LT.

26.03' LT.

CR-L

CR-G

CR-G

CR-G

CR-G

STATION TO STATION OFFSET

RT.

LT.

LT.

LT.

TOTAL

SUMMARY OF PROP. 6' CONC. SW

STATION TO STATION

56+51.11 TO 57+01.23

57+37.85 TO 58+22.20

58+22.20 TO 58+45.25

OFFSETSTATION TO STATION

31.41' RT. (BK. OF SW)

SUMMARY OF EXIST. 6' SW CONC. TO BE REPLACED

DEPTH

CONC.

58+45.25 TO 58+93.39

59+77.05 TO 60+38.94

60+57.01 TO 61+17.19

61+16.24 TO 61+30.13

61+29.19 TO 61+86.07

61+71.78 TO 61+90.54

68+83.54 TO 69+86.07

69+84.88 TO 69+95.42

57+01.23 TO 57+37.85

60+38.94 TO 60+57.95

61+89.60 TO 63+11.50

74+14.70 TO 75+62.32

6" CONC. DRWY.

6" CONC. DRWY.

6" CONC. DRWY.

6" CONC. DRWY.

6" CONC. DRWY.

6" CONC. DRWY.

6" CONC. DRWY.

6" CONC. DRWY.

4" CONC. SW

4" CONC. SW

4" CONC. SW

4" CONC. SW

4" CONC. SW

4" CONC. SW

4" CONC. SW

4" CONC. SW

4" CONC. SW

4" CONC. SW

OFFSET LOCATION

37.77' BK. OF PROP. SW LT.

25.41'/31.05' BK. OF PROP. SW RT.

SW AT BK. OF EXIST. CURB RT.












SW AT BK. OF EXIST. CURB LT.




69+94.24 TO 70+95.12

SUMMARY OF REPLACEMENT SOD

49+65.49 - 49+84.50

51+86.33 CR-F RT.

21.15' RT.

29.38' RT.CR-H (MOD)

CR-H (MOD)

(CROSS STREET)

STATION

AREA (SY)

STA. 55+26.20 (CASS ST.)

STA. 56+34.85 (CASS ST.)

STA. 55+06.99 (CASS ST.)

STA. 59+10.26 (LEMON ST.)

STA. 59+62.38 (LEMON ST.)

STA. 62+93.52 (CYPRESS ST.)

STA. 68+74.54 (NASSAU ST.)

STA. 71+04.29 (ARCH ST.)

STA. 74+01.68 (LA SALLE ST.)

6.9

8.2

8.1

6.0

8.2

16.1

11.3

7.3

5.8

15.9

TOTAL 261.6

48+55.87 TO 49+82.87 (FIG ST. - GRAY ST.)

49+68.46 TO 49+74.46 (GRAY ST. - SOUTH)

50+24.22 TO 50+71.78 (GRAY ST. - NORTH)

52+88.72 TO 53+87.10 (CARMEN ST. - NORTH)

53+60.00 TO 53+67.14 (CARMENT ST. - NORTH)

84.7

4.0

31.7

65.6

4.8

190.80

AREA (SY.)

4" 6"

6.7

32.3

59.6

44.4

38.5

29.6

27.5

19.8

33.5

57.7

31.6

43.3

39.7

30.8

57.4

68.8

66.3

97.3

TOTAL 526.4 258.4

AREA (SY)

6.2

5.7

438.8TOTAL

48+52.87 - 49+85.87

50+16.30 - 50+74.78

SW (BK.) LT.

52+15.92 CR-G RT.

CR-F LT.

CR-G RT.

61+30.77 - 61+78.02

60+58.60 - 61+15.59

61+91.36 - 62+93.52

SW (BK.) RT.

52+80.80 - 53+87.10

57+44.01 - 58+21.85 SW (BK.) RT.

58+46.03 - 59+10.26

59+62.38 - 60+38.29 CR-G, SW (BK.) RT.

SW (BK.) RT.

SW (BK.), CR-K (MOD) RT.

68+74.54 - 69+84.88 CR-G, SW (BK.) LT.

69+95.35 - 71+04.29 SW (BK.), CR-G LT.

74+01.68 - 75+62.32 CR-H (MOD), SW (BK.) LT.

44.3

12.4

38.2

70.1

24.5

22.0

25.3

15.2

13.5

33.4

35.4

43.8

48.8

CR-E, SW (FRONT & BK.) LT.

CR-F, SW (FRONT & BK.) LT.

CURB RAMP OR EXIST. 6' SW TO BE REPLACED. * SOD QUANTITIES ESTIMATED AT A 3' OFFSET AROUND PERIMETER OF

STA. 49+84.50 (GRAY ST.)*

STA. 50+16.30 (GRAY ST.)*

STA. 51+86.33 (CARMEN ST.)*



IN THIS SET OF PLANS. MEASURED AND SET. NO SURVEY IS AVAILABLE AND NO DRAWINGS ARE PROVIDED EXIST. SIDEWALK REMOVAL AT FIG ST., GRAY ST., AND CARMEN ST. WERE FIELD

48+56.37 TO 48+66.37*

53+04.84 TO 53+52.84*

ARE PROVIDED IN THIS SET OF PLANS.* PROP. SW LOCATIONS FIELD MEASURED AND SET. NO SURVEY IS AVAILABLE AND NO DRAWINGS

CR-L STA. 55+64.04 (CASS ST.) 22.52' LT. 47.3

12.0

CR-C

CR-C STA. 63+09.90 (CYPRESS ST.) 40.28' RT. 8.6

18.5

CR-C STA. 63+58.39 (CYPRESS ST.) 40.37' RT. 17.8

4"

AREA (SY)

STA. 55+05.44 (CASS ST.) 20.28' RT.CR-A (MOD) 20.8

20.8

10

* BAHIA SOD SHALL BE USED TO REPAIR AREAS DISTURBED BY CONSTRUCTION.

ACCEPTANCE.* SOD TO BE TRUCK WATERED FOR ESTABLISHMENT PERIOD OF 90-DAYS AFTER

28.00' LT. 12.0CR-L STA. 81+50.00 (MAIN ST.)

AND REPLACED WITH TYPE D CONCRETE CURB. EXISTING GRANITE CURB AT PROPOSED RAMP CONSTRUCTION TO BE REMOVED NO SURVEY IS AVAILABLE AND NO DRAWINGS ARE PROVIDED IN THIS SET OF PLANS.* CURB RAMPS AT GRAY ST. AND CARMEN ST. WERE FIELD MEASURED AND SET.

SUMMARY OF EROSION AND SEDIMENT CONTROL DEVICES

LOCATION

SIDEBARRIER

SEDIMENT

REMARKSREFERENCE

FIELD BOOK

STA. TO STA.LF

P F

56+31.18 TO 56+99.53 RT. 71

57+17.14 TO 57+25.86 RT. 8

57+38.71 TO 58+20.30 RT. 82

58+48.37 TO 59+11.37 RT. 63

59+61.37 TO 60+36.18 RT. 75

60+60.16 TO 61+14.02 RT. 54

61+32.30 TO 61+76.37 RT. 44

61+92.92 TO 63+01.45 RT. 126 (INCL. SIDESTREET)

68+87.05 TO 69+82.44 LT. 106 (INCL. SIDESTREET)



75+24.43 TO 75+63.28 LT. 39

TOTAL: 872

SUMMARY OF PERMANENT BARRIER WALL

NO.

PAY ITEMPAY ITEM DESCRIPTION

LOCATIONSIDE UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

STA. TO STA. P F P F

400-011 CONCRETE CLASS NS, GRAVITY WALL 62+70.73 TO 63+00.52 RT CY 4.3 4 1.75' AVERAGE HEIGHT

62+21.78 TO 62+70.73 RT CY 5.5 1.5' AVERAGE HEIGHT





TOTAL 20.0

10 20

PI S

TA.

25

+19.1

2

30

PI S

TA.

31

+37.3

3

40 50

PI S

TA.

54

+70.0

6

60

PI S

TA.

63

+35.1

6

PI S

TA.

68

+44.8

4

70

PI S

TA.

76

+71.7

7

80

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6 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

PROJECT LAYOUT

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

N

N. WILLOW AVENUE

W.

SW

AN

N

AV

E.

W.

DE LE

ON S

T.

W.

HO

RA

TIO S

T.

W.

PL

AT

T S

T.

CLE

VE

LA

ND S

T.

W. J

OH

N F.

KE

NN

ED

Y B

LV

D.

W.

FU

LLE

R S

T.

W.

NO

RT

H

A S

T.

W.

NO

RT

H

A S

T.

W.

NO

RT

H B S

T.

W.

FIG S

T.

W.

FIG S

T.

W.

GR

AY S

T.

W.

CA

RM

EN S

T.

W.

CA

RM

EN S

T.

W.

CA

SS S

T.

W.

CA

SS S

T.

W.

LE

MO

N S

T.

W.

CYP

RE

SS S

T.

W.

GR

AC

E S

T.

W.

NA

SS

AU S

T.

W.

AR

CH S

T.

W.

LA S

ALLE S

T.

W.

GR

EE

N S

T.

W.

MAIN S

T.

W.

SW

AN

N

AV

E.

W.

PL

AT

T S

T.

1 2

3 4 5 6

STA. 76+71.77 AND W. MAIN ST.

W. CYPRESS ST. AND W. NASSAU ST.

CLEVELAND ST. AND W. CASS ST.

W. SWANN AVE. AND W. PLATT ST.

NO SURVEY BETWEEN

N 0°44'59" E N 00°34'05" E

¡ Survey

N 00°50'07" E N 00°48'41" E N 00°54'16" E

W.

GR

AC

E S

T.

N 00°48'44" E N 00°52'51" E

W.

GR

EE

N S

T.

W.

LE

MO

N S

T.

W.

CYP

RE

SS S

T.

STA. 81+57.00

END PROJECT

STA. 10+20.00

BEGIN PROJECT

IN

TE

RS

TA

TE 275

OV

ER

PA

SS

STA. 26+37.30

RESURFACING

BEG. MILLING AND

STA. 31+15.53

RESURFACING

END MILLING ANDE. 503586.11

N. 1311907.36

ELEV. 17.15

35.4' RT.

STA. 26+94.70,

NAIL & DISK

BENCHMARK 1

E. 503585.73

N. 1312374.43

ELEV. 15.15

30.3' RT.

STA. 31+61.89,

NAIL & DISK

BENCHMARK 2

E. 503564.07

N. 1314782.31

ELEV. 17.33

26.5' LT.

STA. 55+69.21,

NAIL & DISK

BENCHMARK 3

E. 503621.33

N. 1315170.30

ELEV. 15.33

25.3' RT.

STA. 59+57.95,

NAIL & DISK

BENCHMARK 4

E. 503579.55

N. 1315579.86

ELEV. 14.32

22.4' LT.

STA. 63+66.86,

NAIL & DISK

BENCHMARK 5

E. 503631.12

N. 1316044.75

ELEV. 15.86

21.9' RT.

STA. 68+32.51,

NAIL & DISK

BENCHMARK 6

E. 503639.65

N. 1316628.88

ELEV. 17.76

22.1' RT.

STA. 74+16.67,

NAIL & DISK

BENCHMARK 7

PROJECT NOTES

3/9/2017aepperson Y:\13-05-1893 RFP 13 D 000027 4 Walk Bike Projs Design Willow Av\43271710000\roadway\GNNTRD01.DGN3:30:51 PM

7 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

GENERAL NOTES

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

TEMPORARY TRAFFIC CONTROL PLAN GENERAL NOTES

CONSTRUCTION NOTES

TEMPORARY TRAFFIC CONTROL PLAN PHASE NOTES

TREE EQUIVALENCY TABLE TREE EQUIVALENCY TABLE

CURB SHALL BE CONSIDERED INCIDENTAL TO THE COST FOR CONCRETE CURB CONSTRUCTION.

TAMPA, FL 33605 (CONTACT PETE BRETT 813-274-8054). THE COSTS FOR SALVAGING, STORING, AND DELIVERING THE GRANITE

DELIVERED TO THE CITY OF TAMPA TRANSPORTATION & STORMWATER SERVICES DEPARTMENT AT 3802 EAST 26TH AVENUE,

12. EXISTING GRANITE CURB AND BRICK TO BE REMOVED DURING CONSTRUCTION SHALL BE SALVAGED, SECURELY STORED, AND

WITH COT P&R TECHNICAL MAINTENANCE PLAN.

WATER SHALL BE PREFORMED EACH WEEK OF 90-DAY MAINTENANCE PERIOD. WATER APPLICATION RATES IN ACCORDANCE

11. ALL PLANTS, TREES, GROUND COVERS AND SOD SHALL BE MAINTAINED FOR 90-DAYS AFTER ACCEPTANCE. FREQUENCY OF

INCLUDED IN STANDARD CLEARING AND GRUBBING.

REMOVAL OF ANY TREE OR ORNAMENTAL/DECORATIVE SHRUB WITH A TRUNK DIAMETER EXCEEDING 4 INCHES. COST TO BE

TO CHAPTER 13: TREE AND LANDSCAPE CODE, TECHNICAL MANUAL. CONTRACTOR SHALL CONSULT THE ENGINEER PRIOR TO

INDEX 546, AND APPLICABLE ADA REQUIREMENTS. BARRICADES ARE REQUIRED FOR TREES TO REMAIN AND SHALL CONFORM

10. TREES WITHIN THE LIMITS OF THIS PROJECT THAT ARE TO REMAIN SHALL BE TRIMMED TO CONFORM TO SECTION 110,

AN APPROVED SYSTEMIC FUNGICIDE AND ROOT INDUCING HORMONE E.G. IBA.

9. FOLLOWING CONSTRUCTION OF CURB, THE QUALIFIED ARBORIST SHALL DRENCH THE PERIMETER OF THE ROOTBALL(S) WITH

NINE INCHES.

CURB AND CONTINUING PARALLEL TO PLANTER TO A DEPTH NOT TO EXCEED THE PROFILE OF THE CURB OR APPROXIMATELY

8. ROOTS SHALL BE CUT EVEN AND SMOOTH WITH SOIL AND ROOTBALL INTACT BEGINNING ONE INCH OFFSET FROM BACK OF

"EQUIVALENT PIECE OF MACHINERY" PRIOR TO CONDUCTING ROOT PRUNING.

EQUIVALENT PIECE OF MACHINERY. CONTRACTOR TO OBTAIN APPROVAL FROM CITY OF TAMPA PROJECT MANAGER FOR

7. ROOT PRUNING SHALL BE DONE BY A LICENSED CERTIFIED, QUALIFIED ARBORIST USING A DASCO ROOT PURNER OR THE

TO VERIFY SITE CONDITIONS AND SCOPE OF WORK PRIOR TO SUBMITTING BID.

6. ROOT PRUNING MAY BE NECESSARY WHERE THERE ARE EXISTING TREES ACCORDING TO PLAN AND NOTES. CONTRACTOR

TECHNICAL MANUAL.

EXISTING PALM TREES. REFER TO CITY OF TAMPA LAND DEVELOPMENT CODE, CHAPTER 13, TREE AND LANDSCAPE CODE

EXISTING PROTECTED GRAND TREE SPECIES, WITHIN 10-FEET OF EXISTING PROTECTED TREE SPECIES OR 6' WITHIN

5. ROOT PRUNING TO 8" DEPTH SHALL BE REQUIRED WHEN SUBSURFACE CONSTRUCTION IS PROPOSED WITHIN 20-FEET OF

WITH THE CITY OF TAMPA TREE ORDINANCE.

FIVE INCHES OR MORE IN DIAMETER OR THE TRIMMING OR ROOT PRUNING OF GRAND TREES. TREE REMOVAL SHALL COMPLY

REMOVAL PERMIT, ISSUED BY THE CITY NATURAL RESOURCES DEPARTMENT, IS REQUIRED FOR THE REMOVAL OF ALL TREES

URBAN PLANNER, MARY DANIELEWICZ-BRYSON, AT [email protected] OR AT 813-274-3100. A TREE

4. ALL TREES PROPOSED TO BE TRIMMED, ROOT PRUNED, OR REMOVED, SHALL BE COORDINATED WITH THE CITY OF TAMPA

3. EXISTING DRAINAGE STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

HV-02 0170 (EL 12.831) AND HV-02 0167 (EL 11.689).

2. ELEVATIONS ARE IN FEET AND BASED ON NAVD 88 DATUM. REFERENCE BENCHMARKS ARE CITY OF TAMPA BENCHMARKS

WEST ZONE NAD 83/90 AND CONTROLLED BY NATIONAL GEODETIC SURVEY STATIONS Q-18, GANDY AND FLGPS 59 AZ MK.

1. BEARINGS SHOWN HEREON AS (M) ARE BASED ON THE FLORIDA STATE PLAN COORDINATE SYSTEM, TRANSVERSE MERCATOR,

IRRIGATION SYSTEMS, SIGNS OR LANDSCAPING TO BE REMOVED WITHIN THE PROJECT LIMITS.

8. THE CONTRACTOR TO CONTACT THE PROPERTY OWNER 96 HOURS PRIOR TO CLEARING & GRUBBING EXISTING

ASPHALT PAD CONSTRUCTION INCLUDED IN THE PROPOSED COST OF CURB, CURB & GUTTER, OR VALLEY GUTTER.

EXTEND A MINIMUM OF 4" BEHIND THE BACK OF CURB, CURB & GUTTER OR VALLEY GUTTER. COST FOR THE

CURB & GUTTER OR VALLEY GUTTER. THE ASPHALT CURB PAD SHALL HAVE A MINIMUM THICKNESS OF 4" AND

EXISTING ROAD OR DRIVEWAY AN ASPHALT CURB PAD SHALL BE CONSTRUCTED UNDER THE PROPOSED CURB,

7. FOR LOCATIONS WHERE NEW CURB, CURB & GUTTER OR VALLEY GUTTER WILL BE CONSTRUCTED ADJACENT TO AN

6. SIDEWALK CURB RAMPS SHALL CONFORM TO THE SPECIAL DETAILS PROVIDED AND INDEX NO. 304.

UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION.

DETERMINE THE EXACT LOCATIONS OF THE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL

5. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT'S THE CONTRACTOR'S RESPONSIBILITY TO

WATERING OR OTHER METHODS AS REQUIRED.

4. THE CONTRACTOR SHALL CONTROL ALL FUGITIVE DUST GENERATED BY CONSTRUCTION ACTIVITIES ON THE PROJECT BY

OR REPLACE THEM AS NEEDED.

3. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR

QUALITY.

SEDIMENT BARRIERS OR OTHER APPROPRIATE MEASURES TO PREVENT ADVERSE IMPACTS TO EXISTING SURFACE WATER

TO INLETS, SURFACE DRAINS, LAKES AND WETLANDS. THE CONTRACTOR SHALL USE INLET PROTECTION SYSTEMS AND

2. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL

SHALL BE INCLUDED WITH THE COST OF THE GRAVITY WALL.

1. TEMPORARY SHORING MAY BE REQUIRED TO CONSTRUCT SOME SEGMENTS OF GRAVITY WALL. ALL ASSOCIATED COSTS

(inches) on Site for Credit

5" to 7"

8" to 12"

13" to 19"

20" to 29"

30" or More

All Palms

Total:

1

0

1

2

4

10

1

0

0

0

0

0

1

1

Diameter Number Removed Multiplier Debit

(inches) on Site for Debit

5" to 7"

8" to 12"

13" to 19"

20" to 29"

30" or More

All Palms

Total:

4

0

1

2

4

1

0

0

0

4

4

8

Diameter Number Retained Multiplier Credit

Inch per Inch

1

TOTAL DEBIT VALUE OF TREES REMOVED SHALL BE PLACED IN THE TREE TRUST FUND.

VICINITY 24 HOURS IN ADVANCE OF PERFORMING ANY LANE CLOSURES OR DETOURS.

13. THE CONTRACTOR TO NOTIFY ALL LOCAL ENFORCEMENT, EMERGENCY/RESCUE AGENCIES LOCATED IN THE PROJECT

a. W. PLATT STREET

TRAFFIC CONTROL OFFICER.

INTERSECTIONS LISTED BELOW WHEN SIGNALS ARE NOT IN USE, AND SHALL BE PAID FOR UNDER PAY ITEM 102-14,

12. A UNIFORMED TRAFFIC CONTROL OFFICER SHALL BE UTILIZED FOR TRAFFIC CONTROL THOURGH THE SIGNALIZED

11. THE CITY ENGINEER MUST APPROVE NIGHT WORK AND LANE CLOSURES AT LEAST 48 HOURS IN ADVANCE.

10. DAYTIME WORK ONLY, NO LANE CLOSURES 6-9:30AM AND 3:30-6:30PM.

9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 7 DAYS IN ADVANCE OF ANY LANE CLOSURES.

COST SHALL BE INCLUDED IN 102-1.

8. THE CONTRACTOR SHALL ENSURE CONTINUOUS OPERATION OF THE EXISTING HIGHWAY LIGHTING SYSTEM.

BEYOND USE, AS DETERMINED BY THE ENGINEER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

7. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN RELOCATING SIGNS FOR TCP PURPOSES. ANY SIGNS DAMAGED

CONSTRUCTING THE NEXT LIFT OF ASPHALT.

IN THE DIRECTION OF TRAVEL AT A RATE OF 1:50 OR FLATTER. THIS WEDGE SHALL BE REMOVED PRIOR TO

TRAVEL ON AN OPEN TRAVEL LANE, A WEDGE OF ASPHALT SHALL BE CONSTRUCTED TO PROVIDE A VERTICAL TAPER

6. WHEN A PAVING OPERATION RESULTS IN A PAVEMENT GRADE DIFFERENCE 3/4" OR MORE IN THE DIRECTION OF

5. THE EXISTING SPEED LIMIT SHALL BE MAINTAINED AT ALL TIMES.

AS APPROVED BY THE ENGINEER.

WITH TYPE 1 OR 2 BARRICADES, VERTICAL PANELS, TEMPORARY DRUMS OR TEMPORARY LOW PROFILE BARRIER

4. ALL LANE TAPERS AND MAINTAINED LANE LINES ADJACENT TO CONSTRUCTION AREAS SHALL BE DELINEATED

3. TRAVEL LANES SHALL BE NO LESS THAN 10' IN WIDTH THROUGHOUT ALL PHASES OF CONSTRUCTION.

BE RELOCATED, REMOVED, OR COVERED FOR EACH TRAFFIC PATTERN PHASE, AS APPROVED BY THE ENGINEER.

2. ALL EXISTING WARNING, GUIDE, AND REGULATORY SIGNS SHALL BE MAINTAINED AT ALL TIMES. SIGNS SHALL

BE ON THE PROJECT SITE AT ALL TIMES WHILE WORK IS BEING CONDUCTED.

CERTIFICATION FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION. THE CERTIFIED SUPERVISOR SHALL

ON THE PROJECT HAVE A WORK ZONE TRAFFIC CONTROL SAFETY CERTIFICATION OR TRAFFIC SUPERVISOR

1. THE CITY REQUIRES THAT THE SUPERVISOR OR FOREMEN CONTROLLING THE WORK FOR THE CONTRACTOR

3. OVERHEAD WORK SHALL BE IN ACCORDANCE WITH INDEX 600.

THE INTERSECTIONS.

2. CONSTRUCT SIGNAL MODIFICATIONS AND LOOP DETECTOR CONSTRUCTION WHILE MAINTAINING TRAFFIC THROUGH

1. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES PER INDEX 615.

PHASE 3: INCLUDES THE SIGNAL MODIFICATIONS AT W. PLATT STREET.

TEMPORARY TRAFFIC CONTROL DEVICES.

5. UPON COMPLETION OF ALL OTHER CONSTRUCTION, INSTALL FINAL PAVEMENT MARKINGS AND SIGNS AND REMOVE

DIRECTION).

4. MILL AND RESURFACE INSIDE LANES WHILE MAINTAINING TRAFFIC IN OUTSIDE TRAVEL LANES (ONE LANE EACH

IN EACH DIRECTION) PER INDEX 613 & 615.

3. REVISE TEMPORARY TRAFFIC CONTROL DEVICES AND SHIFT TRAFFIC TO THE OUTSIDE TRAVEL LANES (ONE LANE

DIRECTION).

2. MILL AND RESURFACE OUTSIDE LANES WHILE MAINTAINING TRAFFIC IN INSIDE TRAVEL LANES (ONE LANE EACH

IN EACH DIRECTION) PER INDEX 613.

1. INSTALL TEMPORARY TRAFFIC CONTROL DEVICES AND SHIFT TRAFFIC TO THE INSIDE TRAVEL LANES (ONE LANE

PHASE 2: INCLUDES THE ROADWAY MILLING & RESURFACING AND INSTALLATION OF SIGNING AND PAVEMENT MARKINGS.

CURB RAMP CONSTRUCTION.

4. SIDEWALKS SHALL BE RE-OPENED TO PEDESTRIANS IMMEDIATELY UPON THE COMPLETION OF SIDEWALK AND

CONCRETE SIDEWALK, AND SIDEWALK CURB RAMPS UTILIZING INDICES 601 THRU 605.

3. RECONSTRUCT WILLOW AVE AND LEMON STREET INTERSECTION AND CONSTRUCT GRAVITY WALL, CONCRETE DRIVEWAY,

LANDSCAPING AND CAP AND PLUG CONFLICTING IRRIGATION. ROOT PRUNE EXISTING TREES AS REQUIRED.

2. REMOVE EXISTING TREES IDENTIFIED IN THE PLANS FOR REMOVAL. CLEAR AND GRUB ALL CONFLICTING

1. MAINTAIN PEDESTRIAN ACCESS PER INDEX 660.

AND RECONSTRUCTION OF WILLOW AVE AND LEMON STREET.

PHASE 1: INCLUDES THE CONSTRUCTION OF CONCRETE SIDEWALK AND CONCRETE CURB RAMPS ALONG WILLOW AVENUE

S

ST

M

IRV

RM

IRV

CO

Alice Kelly's Subdivision

PLAN OF WEST SIDE PARK

Strain Pole

Strain PoleTrafficStrain Pole

(60'

Platted R/

W)

WV

FH

WM

Conc.

Walk

CSP

CSPTSV

Conc.

Walk

Conc.

TSV

TSVCSP

CSP

Conc. Walk

0.5'

Conc.

Curb

Conc. Walk

Elec.

Cabinet

GI Top= 16.55

=17.63

CI TOP

2'

Conc.

C

& G

= 18.06

CI Top

2'

Conc.

C

&

G

Asph. Traf.

Traf.TAMPA HILLSBOROUGH COUNTY

EXPRESSWAY AUTHORITY

Lot 1, Block 3

24 25 26 27 28

25

+19.1

2PI S

TA.

W.

PL

AT

T S

TR

EE

T

S. WILLOW AVENUE

Exist. LA R/W

Exist. LA R/W

Exist. LA R/W

N 00°34'05" E

¡ Survey

N 1" = 40'

BM 1

39.75' LT.+36.47

62.12' RT.+38.61

Exist. Dr. Pipe


NO SURVEY PROVIDED BETWEEN

NOTE:

STA. 26+37.30

RESURFACING

BEG. MILLING &

Exist.

R/

W

Exist.

LA R/

W

Exist.

R/

W

Exist.

LA R/

W

PO

T S

TA.

10

+00.0

0

10 11

22

+40.0

0

3/9/2017aepperson Y:\13-05-1893 RFP 13 D 000027 4 Walk Bike Projs Design Willow Av\43271710000\roadway\planrd01.dgn3:30:53 PM

8 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

ROADWAY PLAN (1)

N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

MA

TC

H LIN

E

AT S

TA.

28

+00.0

0

10 40

Feet

0

STA. 10+20.00

BEGIN PROJECT

W.

SW

AN

N

AV

E.

LIMITSRESURFACINGMILLING AND

LEGEND

S

M

Strain Pole

WM

(60'

PL

AT

TE

D R/

W)

TA

MP

A HILLS

BO

RO

UG

H C

OU

NT

Y

EX

PR

ES

SW

AY A

UT

HO

RIT

Y

Conc. Walk

Conc. Walk

12"P

TSV

Elec.Cabinet

CSP

12"PConc. Columns(Typ.)

Conc. Columns(Typ.)

0.5' Conc.Curb

12"P

2' Conc. C & G

2' Conc. C & G

TA

MP

A HILLS

BO

RO

UG

H C

OU

NT

Y

EX

PR

ES

SW

AY A

UT

HO

RIT

Y

EOP

EOP

CI Top= 13.94

CI Top= 14.34

Traf.

28 29 30 31 PI S

TA.

31

+37.3

3

32 33

CLE

VE

LA

ND S

TR

EE

TC

LE

VE

LA

ND S

TR

EE

T

S. WILLOW AVENUE

Exist. LA R/W

N 00°34'05" E

Exist. LA R/W

¡ Survey

N 1" = 40'

BM 2

18" rcp 12

'x 5'

18" rcp

77.16' LT.+08.97

INLET PROTECTION

INLET PROTECTION

STA. 31+15.53

RESURFACING

END MILLING AND

41.66' RT.+19.07



NOTE:

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

28

+00.0

0


9 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

ROADWAY PLAN (2)

N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

MA

TC

H LIN

E

AT S

TA.

28

+00.0

0

10 40

Feet

0

LEGEND

LIMITSRESURFACINGMILLING AND

MM

MM

M

Extension of Collins Addition

M

Revised Plat of Woodlawn Park

WM

WMWM

WMWM

Conc.

Walk

Conc.

Walk

Vault Vault

Lot 1, Block 30Lot 2, Block 30Lot 3, Block 30Lot 4, Block 30

Lot 5, Block 30

¢

WV

WV

6'CLF

1-Story

Masonry

FH

Conc.

1-Story Masonry

WM

TSV

4" Crepe MyrtleConc.

Conc.

Walk

Brick RoadBrick Rd.

10"P

PedestrianWalk Post

PedestrianWalk Post

GV

WV

WV

Strain Pole

Light Pole

TSV Conc.

Lot 24, Block 5 Lot 23, Block 5

Lot 1, Block 21

Conc.

10"O

12"O

6"O8"U

12"Palms

Elec.Cabinet

0.5'

Conc.Curb

0.5'

Conc.

Curb

Bric

k

Bric

k

24"

Asph.

Asph.

Asph.

Asph.

Traf.

Asph.

Face of Bld

g.

Asph.

Asph.

Masonry

Wall

Conc. Dr.

Collins AdditionExtension of

¢ ¢

Dr.

Block 5

Lot 22,

54 55 56 57 58 59

N. WILLOW AVENUE

W.

CA

SS S

TR

EE

T

W.

CA

SS S

TR

EE

T

N 00°48'41" EN 00°50'07" E

Exist. R/W

N

1" = 40'

CR-G

70'

R

(BK. OF SW)26.02' RT.+69.05

(BK. OF SW)29.61' RT.+15.64

(B.C.)34.12' RT.+16.15

SEE SHEET 14 FOR RAMP DETAILS

(B.C.)38.44' RT.+26.91

(BK. OF SW)29.57' RT.+27.36

M-3MOD

M-3

ST

A.

57

+08.9

013.5'

DR

WY.

ST

A.

57

+32.1

79.5'

DR

WY.

ST

A.

58

+33.9

721.5'

DR

WY.

20.28' RT.+05.44

29.38' RT.+26.20

20.58' RT.+23.31

(B.C.)26.54' RT.+77.55

(B.C.)27.55' RT.+80.55

(B.C.)34.12' RT.+01.68

(B.C.)26.58' RT.+89.15

¡ Survey



NOTE:

CR-AMOD

CR-HMOD

CR-L

CR-L

(TYP.)WARNING SURFACEPROP. DETECTABLE

28.50' LT.+08.70

BM 3

20.46' LT.

+76.05

CONNECTIONPROP. SW

23.29' RT.+10.26

Exist. R/W

20.18' RT.

+00.00

49.27' LT.

+59.85

18.18' LT.

+90.57

28.97' RT.+34.85

CR-G

22.72' RT.+89.16

42.21' RT.+89.76

29.17' RT.+85.60

23.96' RT.+85.74

102' R

2' R (TYP.)(SPECIAL)CONST. TRAFF. SEP.

(B.C.)27.57' RT.+86.15

(B.C.)30.40' RT.+01.67

DRIVEWAY DETAIL TABLE

STATION SIDE SLOPE (%)LENGTH AREA (SY)

P

F

P

F

P

F

STA. 57+08.90

STA. 57+32.17

STA. 58+33.97

RT.

RT.

RT.

4.5'

8.9'

30.4

29.1

44.4

16.85

16.81

16.54

17.51

18.18

(ELEV.)

BK. OF SW

(ELEV.)

END OF DRWY.

14.7%

15.5%

16.00

16.06

15.50

LINE

EX. FLOW

16.17

16.23

15.67

LIP (2")

DRWY

16.67

16.73

16.46

SIDEWALK

DRWY/

OF NEW SIDEWALKROOT PRUNE EDGE

TREE SURVEY LEGEND

- PALM

- DECIDUOUS (OAK, UNKNOWN)

OF NEW SW/DRWYROOT PRUNE EDGE

NA NA NA

PI S

TA.

54

+70.0

6

21.70' LT.+03.28

CURBTYPE DCONST.

CURBTYPE DCONST.

REMOVE TREE

C & GTYPE FCONST.

CURBTYPE DCONST.

29.14' RT.+99.37

24.00' RT.+01.79

(BK. OF SW)28.42' RT.+51.11

AND GATEFENCE TYPE BRESET EXIST.LOWER AND

CURB (TYP.)4" CONC. W/PROP. 6' SW,

MAILBOXRELOCATE

MAILBOXRELOCATE

(SEE DETAIL SHEET 14)* 5' DRWY SLOPE=15.8%

CONST. TYPE D CURB

20.61' RT.+17.29

(B.O.S.)26.50' RT.+93.39

(B.C.)30.10' RT.+21.85

WALLMATCH EXIST.(B.C.)30.10' RT.+45.30

END B.C26.55' RT.+59.95

GRAVITY WALLOF NEW SIDEWALKROOT PRUNE EDGE

(SILT FENCE)(TYP.)SEDIMENT BARRIER

- 93.50 SF)(IPM REAL ESTATE

AGREEMENTRIGHT OF ENTRY

(B.C.)30.28' RT.+37.43

(B.C.)38.38' RT.+37.48

(FISHER - 128.25 SF)AGREEMENTRIGHT OF ENTRY

SAW CUT

(TYP.)SAW CUT



PROP. VALLEY GUTTER

TYPICAL SECTION(SEE SECTION 11)RDWY REGRADING LIMITS

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

PI +69.1

0

PI +94.0

3

PI +01.2

3

PI +15.6

4

EL.

16.8

6

PI +27.3

6

EL.

16.8

3

PI +36.9

3

EL.

16.8

0PI +45.1

6

EL.

16.7

6

PI +83.1

9

EL.

16.6

1

PI +97.4

7

EL.

16.5

2

PI +14.7

9

EL.

16.2

3

PI +44.7

5

PI +75.4

3

EL.

16.1

9

PI +93.3

9

EL.

16.2

3PI +99.3

7

EL.

15.7

9

PI +05.3

9

EL.

15.4

0

EL.

17.5

0 B.C.

EL.

16.7

5E

L.

17.5

0 B.C.

EL.

16.8

9E

L.

17.5

0 B.C.

EL.

16.8

5E

L.

17.5

0 B.C.

16.8

6 B.C.

EL.

17.3

5 B.C.

EL.

17.4

0 B.C.

16.2

2 S

W

EL.

17.5

0 B.C.

EL.

17.2

5 B.C.

EL.

17.2

0 B.C.

EL.

17.2

0 B.C.

EL.

17.0

0 B.C.

EL.

16.5

0 B.C.

EL.

17.3

0 B.C.

EL.

16.1

0 B.C.

EL.

16.4

0 B.C.

EL.

15.7

0 B.C.

GRADE (RT.)PROP. SW

GRADE (RT.)PROP. B.C.

Grade (RT.)Exist. R/W

Exist.

EO

P 16.3

9

Exist.

EO

P 15.6

3

Grd. Line¡ Survey

EL.

16.2

7PI +41.7

1

PI +59.3

9

PI +51.1

1

EL.

16.9

3

EL.

17.5

0 B.C.

EL.

16.1

9 B.C. 1

5.2

7 F

L./

RA

MP

B.C. (RT.)PROP. TOP

PROP. TOP B.C. (RT.)

VERIZON BFO


EL.

16.2

3 B.C.

FL.

15.4

6

FL.

15.2

8

PI +00.1

6B

EG.

GU

TT

ER

PI +07.0

7

GUTTER (RT.)PROP. VALLEY

Grd. Line (RT.)Exist. EOP/Flow

EO

P/F

LO

W E

L.

16.0

0D

RW

Y S

TA.

57

+08.9

0

EO

P/F

LO

W E

L.

16.0

657

+32.1

7D

RW

Y S

TA.

EO

P/F

LO

W E

L.

15.5

0D

RW

Y S

TA.

58

+33.9

7

PI +23.1

6

EL.

16.5

0

EL.

16.5

0

PI +44.7

0

EL.

18.4

0 B.C.

PI +19.0

0

EL.

18.4

0 B.C.

PI +23.5

0

PI +49.0

0

EL.

17.4

0 B.C.


10 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

ROADWAY PLAN (3)

N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

1" = 2' VERT.

SCALE: 1" = 40' HORIZ.

12

16

2020

16

12

54 55 56 57 58 59

MA

TC

H LIN

E

AT S

TA.

59

+20.0

0

W.

CA

SS S

TR

EE

T

60"

pip

e

M


M

S 89°1

6'2

1"

E'

WMVault

Conc.Walk

Elec.Cabinet

TSV

Conc.

Walk

Masonry

Wall

Vault

Conc.

Conc.Walk

Conc. Walk

Masonry WallVault

4'

CLF

10"P

10"P

Masonry

Wall

(Poor Conditio

n)

24"O

(Poor Condition)

Brick Rd.

(50'

Platted R/

W)

Lot 1, Block 31Lot 2, Block 31Lot 3, Block 31

Lot 4, Block 31Lot 5, Block 31

Lot 2, Block 1

10"P10"P

Brick

Brick

Asph.

Asph.

Conc.

Dr.

Dr.

Asph.

= 14.10

CI Top

Sec.

14 - T

wp.

29 S. - Rng 18 E.

Sec.

23 - T

wp.

29 S. - Rng 18 E.

¢ ¢ ¢ ¢

¢ ¢

60 61 62 63 64

N. WILLOW AVENUE

W.

LE

MO

N S

TR

EE

T

W.

CYP

RE

SS S

TR

EE

T

Exist. R/W

Exist. R/W

N

1" = 40'

CR-G

N 00°48'41" E

SEE SHEET 14FOR RAMP DETAIL

M-3 M-3M-3

ST

A.

60

+48.4

317'

DR

WY.

ST

A.

61

+23.1

712'

DR

WY.

ST

A.

61

+84.7

010'

DR

WY.

(B.C.)37.77' RT.+57.51

INLET PROTECTION




NOTE:

CR-C

40.28' RT.+09.90

RETAINING WALLMATCH EXIST.

GRAVITY WALLREM. EXIST.

INDEX NO. 6011PROP. GRAVITY WALL


STATION SIDE SLOPE (%)LENGTH


AREA (SY)

P

F

P

F

P

F

RT.

RT.

RT.

STA. 60+48.43

STA. 61+23.17

STA. 61+84.74

15.81

15.42

15.59

17.15

16.50

7.9'

7.7' 19.6

27.6

39.8

TREES (2)REM. PALM


(B.C.)37.78' RT.+39.39

NO. 300GUTTER INDEXPROP. VALLEY

BM 4REM. PALM TREE

CR-C

BM 5

20.29' RT.

+73.00

CR-C

MATCH EXIST.28.38' RT.+64.37

40.37' RT.+58.39

(B.C.)30.65' RT.+39.39

(B.C.)30.64' RT.+57.51

20.90' RT.+88.03

15.06

14.67

14.18

LINE

EX. FLOW

15.23

14.84

14.35

LIP (2")

DRWY

15.73

15.34

15.51

SIDEWALK

DRWY/

(ELEV.)

BK. OF SW

(ELEV.)

END OF DRWY.

16.9%

14.0%

TREE SURVEY LEGEND

- PALM


CONNECTIONPROP. SW

CONNECTIONPROP. SW

NA NA NA

23.77' RT.+62.38

CURBTYPE DCONST.

CURBTYPE DCONST.

CURBTYPE DCONST.

MAIL BOXRELOCATE

MATCH EXIST.53.86' RT.+64.41

CURBTYPE DCONST.

PI S

TA.

63

+35.1

6

(SEE DETAIL SHEET 14)* 5' DRWY SLOPE = 23%

AT R/WTO EXIST. WALLGRAVITY WALLCONNECT PROP.

(SW)29.86' RT.+30.13

(DRWY)37.55' RT.+29.19

(DRWY)37.55' RT.+17.19

(SW)29.87' RT.+16.24

(WALL/B.O.S.)26.75' RT.+36.68

(B.O.S.)29.94' RT.+78.92

(B.O.S.)29.95' RT.+90.54

(B.O.S./WALL)26.82' RT.+96.82

(B.O.S./WALL)26.75' RT.+96.45

(B.O.S./WALL)27.24' RT.+99.45

(B.O.S.)26.83' RT.+77.05

TYPICAL SECTION)(SEE THIS SHEETREPL. EXIST. BRICK/PVMTCONST. VALLEY GUTTER &REGRADE RDWY BASE.REM. EXIST. BRICK/PVMTRDWY. REGRADING LIMITS

(HARVEY - 131.75 SF)AGREEMENTRIGHT OF ENTRY

(HARVEY - 184.50 SF)AGREEMENT

RIGHT OF ENTRY

CUTSAW

(B.C./WALL)26.65' RT.+64.37

¡ Survey

(B.C.)26.42' RT.+28.44

GRAVITY WALLCURB (TYP.) OR4" CONC. W/PROP. 6' SW

(WALL/B.O.S.)27.21' RT.+09.66

B.C.)(WALL/B.O.S./26.87' RT.+71.78

(3.8'x2.8'x1.33')CONTROLLER PADPROP. LOCATION

WORK AREA& RAMP, CLEAR & GRUBPROP. 6' SIDEWALK


Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

PI +77.0

5

EL.

15.9

4

PI +88.3

2

EL.

15.9

0

PI +24.6

8

EL.

15.9

0

PI +28.4

4

EL.

15.9

0PI +39.8

9

EL.

15.8

3

PI +57.0

1

EL.

15.7

8

PI +64.3

7

EL.

15.7

7

PI +75.4

8

EL.

15.7

6

PI +89.4

9

EL.

15.5

0

PI +09.6

6

EL.

15.4

8

(-) 0.101%

PI +17.1

9

EL.

15.4

7

PI +29.1

9

EL.

15.4

0

PI +36.6

8

EL.

15.3

1

PI +52.4

0

EL.

15.1

1

PI +71.7

8

EL.

14.8

8

PI +77.6

5

PI +89.5

9

EL.

14.9

1

PI +96.8

2

EL.

14.9

0 PI +14.4

2

PI +41.3

7

EL.

14.5

6

PI +90.5

3

EL.

13.7

6

PI +96.5

3

EL.

14.2

6

EL.

15.2

2 S

WE

L.

15.7

2 B.C.

EL.

16.4

0 B.C.

EL.

16.5

0 B.C.

EL.

16.5

0 B.C.

EL.

16.5

0 B.C.

EL.

16.5

0 B.C.

EL.

16.6

0 B.C.

EL.

16.3

3

WA

LL

EL.

16.7

5

WA

LL

EL.

15.6

5 B.C.

EL.

15.7

0 B.C.

PI +52.4

0

EL.

15.7

5

WA

LL

EL.

16.1

0

WA

LL

14.3

5 B

AC

K

OF S

W

16.1

8 T

OP

OF

WA

LL

Grd. Line¡ Survey

Exist.

EO

P 15.6

3

Exist.

EO

P 13.9

8

PI +80.3

5

EL.

15.7

5PI +82.3

5

EL.

15.7

0

EL.

15.7

5

PI +77.4

8

EL.

16.5

0 B.C.

EL.

16.3

3

WA

LL

EL.

15.9

0

WA

LL

PI +17.0

5

EL.

15.3

2

WA

LL

PI +19.4

0

EL.

15.3

2

WA

LL

PI +21.7

8

EL.

15.9

0

WA

LL

EL.

15.9

0

WA

LL


EL.

16.7

5

WA

LL

WALL (RT.)PROP. TOP OF

VERIZON BFO

FL.

15.0

8

PI +68.0

7

EL.

15.2

0

PI +73.0

1E

ND

GU

TT

ER

B.C. (RT.)PROP. TOP

EL.

16.7

5

WA

LL

PI +64.3

4

EL.

14.4

5E

L.

15.7

5

WA

LL

EL.

14.4

4

PI +85.5

3

EL.

13.8

4E

L.

15.7

5

WA

LL

EL.

14.4

2

PI +79.5

3

PI +70.7

3

EL.

15.7

5

WA

LL

Grd. Line (RT.)Exist. EOP/FLOW

EO

P/F

LO

W E

L.

15.0

6D

RW

Y S

TA.

60

+48.4

3

EO

P/F

LO

W E

L.

14.6

7D

RW

Y S

TA. 61

+23.1

7

EO

P/F

LO

W E

L.

14.1

8D

RW

Y S

TA.

61

+84.7

0

@ 0.30%GUTTER (RT.)PROP. VALLEY

EL.

16.6

5

WA

LL

EL.

16.8

0

WA

LL

EL.

16.5

0

WA

LL

PI +64.8

6

EL.

16.3

0

WA

LL

EL.

15.8

0 B.C./

WA

LL

EL.

15.7

5

WA

LL

EL.

16.6

5 B.C./

WA

LL

EL.

16.2

5 B

C/

WA

LL

PI +91.6

6

PI +79.8

6

EL.

14.9

5

53

+60.0

0

59

+20.0

0


11 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

ROADWAY PLAN (4)

N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

12

16

20

12

16

20

1" = 2' VERT.


60 61 62 63 64

MA

TC

H LIN

E

AT S

TA.

59

+20.0

0

CONC. REMOVAL

LEGEND

¡

3'

(MIN.)

4'

VARIES VARIES

2%

2% TO 3.5% 2% TO 5%

STA. 59+00.00 TO STA. 59+73.00

WILLOW AVE. AT LEMON ST.

VALLEY GUTTER TYPICAL SECTION

TYPE B STABILIZATION

13.5'18.83'

BASE GROUP 6)BASE (OPTIONALON 8" CRUSHED CONC.RELAY EXIST. BRICK RESET BRICK

WILLOW AVE

PROP. PVMT

LEMON ST.

GROUP 6)BASE (OPTIONAL BASEW/8" CRUSHED CONC.THICKNESS (2" MIN.)MATCH EXIST. ASPHALTSAW CUT AND

VALLEY GUTTER

Map of Phillip Collins

Map of Munro's and Lewis'

M

Conc. Steps

MUP

(60'

Platted R/

W)

(60'

Platted R/

W)

Brick Road

WV

Conc.

Walk

WV

Brick

Conc. Walk

0.5' Conc.Curb

WV

FHMasonry Wall4

' C

LF

Lot 24, Block 4

Lot 1, Block 5

Lot 24, Block 5

14'

Platted

Alley

(Unim

proved)


MUP

Conc.Walk

WMMB 12"P 10"P

Conc.

4'CLF

Asph.

Asph.

2nd Addition to W. Tampa

Addition to W. Tampa

67 68 69 70 71 72

W.

NA

SS

AU S

TR

EE

T

W.

AR

CH S

TR

EE

T

N. WILLOW AVENUE

N 00°48'44" E

Exist. R/W Exist. R/W

¡ SurveyN

1" = 40'

BM 6

CR-G

CR-G

M-3

ST

A.

69

+89.4

414'

DR

WY.

24.25' LT.+74.54

(B.C.)26.38' LT.+77.89

(B.C.)29.96' LT.+84.88

REM. PALM TREE

(B.C.)26.45' LT.+02.39

(B.C.)29.96' LT.+95.42

Exist. R/W





NOTE:


STATION SIDE SLOPE (%)LENGTH AREA (SY)

P

F

16.58 17.25

(ELEV.)

BK. OF SW

(ELEV.)

END OF DRWY.

15.83

LINE

EX. FLOW

16.00

LIP (2")

DRWY

16.50

SIDEWALK

DRWY/

STA. 69+89.44 LT. 7.9' 8.5% 39.8

TREE SURVEY LEGEND

- PALM


CURB (TYP.)4" CONC. W/PROP. 6' SW

RELOCATE MAILBOX


CONC. WALKREPL. DISTURBED OF NEW SIDEWALK

ROOT PRUNE EDGE

PI S

TA.

68

+44.8

4

CURBTYPE DCONST.

24.09' LT.+04.29

CURBTYPE DCONST.

(B.C.)28.05' LT.+83.54

(B.C.)28.04' LT.+89.27

(B.C.)26.53' LT.+90.76

(B.C.)26.55' LT.+95.12

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

WE

xist.

R/

W

Exist.

R/

W

Exist.

R/

W

PI +83.5

4

EL.

16.0

0

PI +22.3

3

EL.

16.2

5

PI +62.2

4

EL.

16.0

8

PI +85.1

0

PI +95.1

9

PI +02.2

7

EL.

16.4

4

PI +16.2

4

EL.

16.4

9

PI +46.6

3

EL.

16.6

9

PI +86.7

3

EL.

16.7

4

EL.

17.0

0 B.C.

EL.

17.0

0 B.C.

EL.

17.0

0 B.C.

EL.

16.5

7 S

W.

EL.

17.0

0 B.C.

EL.

17.2

4 B.C.

EL.

17.4

4 B.C.

EL.

17.0

0 B.C.

EL.

16.7

6 S

W

& B.C.

SW GRADE (LT.)PROP. BACK OF

Grd. Line (LT.)Exist. EOP

B.C. (LT.)PROP. TOP

PI +78.0

1E

L.

16.1

0E

L.

17.0

0 B.C.

EL.

16.5

9 S

W

EL.

15.5

8 S

W

& B.C.

EL.

16.5

7 B.C.

EL.

16.7

9 B.C.

PI +69.1

1

EL.

16.7

2E

L.

17.1

5 B.C.

GRADE (LT.)Exist. R/W

B.C. (LT.)PROP. TOP

EO

P E

L.

15.8

3D

RW

Y S

TA.

69

+89.4

4

Grd. Line¡ Survey

PI +27.1

2

EL.

16.7

5 B.C.

PI +25.1

2

PI +19.8

4

EL.

17.0

0 B.C.

PI +21.8

4

EL.

16.7

5 B.C.

53

+60.0

0

59

+20.0

0

53

+60.0

0

59

+20.0

0


12 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

ROADWAY PLAN (5)

N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

12

16

20

12

16

20

1" = 2' VERT.


67 68 69 70 71 72

MA

TC

H LIN

E

AT S

TA.

72

+00.0

0

S

EB


(S.R.

93)


GM

14'

Platted

Alley

(Unim

proved)

(60'

Platted R/

W)

(60' Platted R/W)

Lot 24, Block 1

Lot 1, Block 1

FDOT

CPVault

05.' Conc. Curb

Brick Rd.

MUP

WV

10"P

MUP

GV

WV

10"P

10"P

Conc.

Walk

Brick

Brick Rd.

14'

Platted

Alley

Lot 12, Block 3

Exception Exception

Asph.

EO

P

Asph.

EO

P

2nd Addition to W. Tampa2nd Addition to W. Tampa

Interstate - 275

Overpass

(S.R.

93)

Interstate - 275

Overpass

Lot 13, Block 3

Lot 24, Block 4

72 73 74 75 76

N 00°48'44" E

Exist. R/W

Exist. R/WExist. R/W

Exist. R/W

¡ Survey

N. WILLOW AVENUE

N

1" = 40'

BM 7

4" CONC.PROP. 6' SW

ST

A.

75

+17.4

3Unim

proved

Alley

ST

RE

ET

W.

LA S

ALLE

Exist. LA R/W

SEE SHEET 14FOR RAMP DETAIL

CR-HMOD

(BK. OF SW)26.15' LT.+16.60

26.22' LT.+58.64

24.71' LT.+60.13

26.19' LT.+65.64

24.70' LT.+64.13


26.03' LT.+01.68

MATCH EXIST.(BK. OF SW)26.00' LT.STA. 75+62.32



NOTE:


(BK. OF SW)28.05' LT.+14.70

CURBTYPE DCONST.

PI S

TA.

76

+71.7

7

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist. R/

W

Exist.

R/

W

Exist.

R/

WE

xist.

R/

W

PI +05.6

0

EL.

17.3

1

PI +14.7

1

EL.

17.7

6

PI +29.0

0

EL.

17.8

6

EL.

17.9

1

PI +17.5

0

EL.

17.9

4

PI +47.2

7

EL.

17.9

8

PI +03.6

0

EL.

17.1

5

PI +73.9

6

Grd. Line¡ Survey


EL.

17.9

0 S

WGRADE (LT.)Exist. R/W

EO

P E

L.

18.0

9Unim

proved

Alley

EL.

17.0

9 S

W

PI +10.1

9

EL.

17.6

8 SW GRADE (LT.)PROP. BACK OF

81 PO

T S

TA.

81

+76.2

2


13 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

ROADWAY PLAN (6)

N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

12

16

20

12

16

20

1" = 2' VERT.


72 73 74 75 76 77

MA

TC

H LIN

E

AT S

TA.

72

+00.0

0

OUTSIDE EDGE OF CURB

ARE TYPICALLY 0.12' ABOVE

BACK OF SW ELEVATIONS

NOTE:

W.

MAIN S

TR

EE

T

STA. 81+57.00

END PROJECT

S

55

M

WV

FH

WM

Elec.Cabinet

Bric

k

Asph.

Conc.

16.73

17.16

17.31

17.06

16.49

17.15

63

Elec.Cabinet

TSV

= 14.10CI Top

Conc.

Walk

Masonry

Wall

13.25

14.10

13.97

13.20

14.29

14.24

14.24

13.62

13.97

Asph.

Brick

GM

Exist.

R/

W

Conc.

Walk

WV

WV

MUP

17.34

17.69 1

8.06

18.12

18.08

18.06

17.07

17.00

17.53

17.81

74

17.94

N N N

DRIVEWAY DETAIL - WILLOW AVENUE

WILLOW AVENUE

N

SL

OP

E

VA

RIE

S

DIS

TA

NC

E

AN

D

4'

SW

AT 2

%

¡ Survey

Exist. R/W

M-3

6" CONC.PROP. 4' SW

6" CONC.PROP. DRWY.

13.62

14.24

(TOP OF CURB)EL. 17.90EL. 17.60 SW30.33' LT.STA. 74+07.87


EL. 17.15 SWSTA. 74+03.47

POLE TO REMAIN

BK. OF SW CURB

MATCH EXIST.48.70' RT.STA. 63+11.50

CR-C

¡ Survey

FL./RAMPEL. 13.7020.90' RT.STA. 62+85.53

FL./RAMPEL. 13.5542.75' RT.STA. 63+10.72

CR-AMOD

CR-HMOD

55

WV

Conc.

Walk

Brick Rd.

Pedestrian

Walk Post

WV

WV

Strain Pole

Light Pole

TSVConc.

Conc.

Asph.

Traf.

CR-LCR-L

N

FL./RAMPEL. 16.6023.70' LT.STA. 55+07.05

FL./RAMPEL. 16.6120.18' LT.STA. 55+00.07

(TOP OF CURB)EL. 17.1820.21' LT.STA. 55+86.55

EL. 16.52 EOP18.18' LT.STA. 55+90.57

EL. 16.47 FL.19.68' LT.STA. 55+90.55

(BK. OF RAMP)EL. 16.8027.70' LT.STA. 55+68.56

(TOP OF CURB)EL. 17.55EL. 16.99 SW29.58' RT.STA. 55+05.43


¡ Survey

EL. 17.2725.73' RT.STA. 55+13.26

(TOP OF CURB)17.30EL. 16.96 SW35.17' RT.STA. 55+18.80


EL. 17.07 SW26.60' RT.STA. 55+17.85

EL. 17.10 SW28.01' RT.STA. 55+17.51

EL. 16.79 SW27.21' RT.STA. 55+21.09

EL. 16.50 FL.27.22' RT.STA. 55+24.61

EL. 16.88 SW33.31' RT.STA. 55+22.31

EL. 16.48 FL.EL. 17.07 SW36.90' RT.STA. 55+29.39

EL. 17.6730.07' RT.STA. 54+95.43

EL. 17.35 SW30.01' RT.STA. 55+12.43

POLE TO REMAIN

CR-C

FL./RAMPEL. 13.6220.90' RT.STA. 62+90.53

FL./RAMPEL. 13.6637.63' RT.STA. 63+10.06

CR-HMOD

EL. 17.29 (TOP OF CURB)37.50' LT.STA. 55+62.04

EL. 17.27 (TOP OF CURB)45.30' LT.STA. 55+61.91

EL. 16.90 FL.STA. 55+61.35, 49.30' LT.

EL. 17.29 SW37.55' LT.STA. 55+68.04

EL. 17.34 SW28.26' LT.STA. 55+86.52

POLE TO REMAIN

EL. 16.95 EOP49.27' LT.STA. 55+59.85

EL. 16.87 FL.40.56' LT.STA. 55+61.49

EL. 16.97 EOP40.54' LT.STA. 55+59.99

EL. 16.84 FL.31.83' LT.STA. 55+61.62

EL. 16.97 EOP31.81' LT.STA. 55+60.12


EL. 16.70 FL.23.57' LT.STA. 55+65.10

¡ Survey(TOP OF CURB)EL. 17.30EL. 16.69 SW27.74' LT.STA. 55+78.52

EL. 16.60 EOP18.53' LT.STA. 55+73.30

EL. 16.56 FL.20.03' LT.STA. 55+73.34

EL. 16.82 EOP22.52' LT.STA. 55+64.04


FL./RAMPEL. 16.8132.06' LT.STA. 55+09.20

EL. 16.85 FL.25.66' LT.STA. 55+04.83

EL. 16.86 FL.23.59' LT.STA. 55+00.38

EL. 17.33 SW22.51' LT.STA. 54+94.18

EL. 17.43 SW28.09' LT.STA. 54+94.18

(BK. OF CURB)EL. 17.50EL. 16.94 SW27.74' LT.STA. 55+00.28


EL. 17.33 SW39.83' RT.STA. 55+20.54 EL. 17.21 SW

38.53' RT.STA. 55+24.33

(TOP OF WALL)EL. 15.70EL. 14.44 SW26.32' RT.STA. 62+70.73

EL. 13.64 SW43.30' RT.STA. 63+06.49

EL. 13.74 SW38.35' RT.STA. 63+05.82


EL. 18.04 SW35.82' LT.STA. 74+10.10

EL. 17.86 SW32.69' LT.STA. 74+10.14

EL. 17.06 FL.STA. 74+01.09

EL. 17.02 FL.23.92' LT.STA. 74+02.92

EL. 18.04 SW35.82' LT.STA. 14.73

EL. 17.96 SW32.68' LT.STA. 74+14.72

EL. 17.76 SW28.05' LT.STA. 74+14.71


(TOP OF WALL)EL. 15.75 EL. 14.42 SW27.82' RT.STA. 62+79.53

(3.8'x2.8'x1.33')CONTROLLER PAD


(TOP OF CURB)EL.17.50EL. 17.08 SW31.98' LT.STA. 55+02.16

REMOVEDPOST TO BE

5'

DR

WY.

AT 10

% *

58+33.97 & 61+84.74GREATER THAN 10% AT STATIONS* - NOTE, 5' DRIVEWAY SLOPE

4" CONC.PROP. 6' SW

TYPE D CURBCURB & REPLACE WITHREMOVE EXIST. GRANITE

N. WILLOW AVENUE

EL. 16.47 FL.19.78 RT.STA. 55+05.44

CURBTYPE DCONST.

R/WExist.

W. CASS STREET - SE CORNER

N. WILLOW AVENUE

CURBTYPE DCONST.

(TOP OF WALL)EL. 15.75 EL. 14.44 SW27.82' RT.STA. 62+75.73

CURBCONST. TYPE D

POLE TO REMAIN

CONNECTION)(PROP/EXIST WALL28.86' RTSTA. 63+00.52 (TOP OF WALL)

EL. 16.10EL. 14.26 SW27.81' RT.STA. 62+96.53

3' R

R/WExist.

W. CYPRESS STREET - SE CORNER

EL. 17.66 SW20.12' LT.STA. 74+14.69

N. WILLOW AVENUE

W. LA SALLE STREET - NW CORNER

Exist. R/W

EL. 17.56 SW20.88' LT.STA. 74+08.09

EL. 17.63 SW24.06' LT.STA. 74+10.23

CONST. TYPE D CURB

(TYP.)SAW CUT

R/WExist.

EL. 17.3938.04' LT.STA. 55+06.76

EL. 17.00 SW32.03' LT.STA. 55+06.34

FL./RAMPEL. 16.9032.06' LT.STA. 55+09.24

CONST. TYPE D CURB

N. WILLOW AVENUE

W. CASS STREET - NW & SW CORNER

3/9/2017aepperson Y:\13-05-1893 RFP 13 D 000027 4 Walk Bike Projs Design Willow Av\43271710000\roadway\SPDTRD01.DGN3:30:57 PM

14 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

SPECIAL DETAILS

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

EL. 17.34 SW28.27' LT.STA. 55+90.52

R/WExist.

(TYP.)SAW CUT

C&GTYPE FCONST.

S

ST

24 25 26 27 28

25

+19.1

2PI S

TA.

M

IRV

RM

IRV

CO

Alice Kelly's Subdivision

PLAN OF WEST SIDE PARK

Strain Pole

Strain PoleTrafficStrain Pole

(60'

Platted R/

W)

WV

FH

WM

Conc.

Walk

CSP

CSPTSV

Conc.

Walk

Conc.

TSV

TSVCSP

CSP

Conc. Walk

0.5'

Conc.

Curb

Conc. Walk

Elec.

Cabinet

GI Top= 16.55

=17.63

CI TOP

2'

Conc.

C

& G

= 18.06

CI Top

2'

Conc.

C

&

G

Asph. Traf.

Traf.TAMPA HILLSBOROUGH COUNTY

EXPRESSWAY AUTHORITY

Lot 1, Block 3

W.

PL

AT

T S

TR

EE

T

S. WILLOW AVENUE

Exist. LA R/W

Exist. LA R/W

Exist. LA R/W

N 00°34'05" E

¡ Survey

N 1" = 40'

BM 1

People's Gas6" Plastic GM

People's Gas2" Plastic GM P

eople's

Gas

6"

Pla

stic

GM

Veriz

on

BT - 4'-

6"

Deep/To Re

main

10 40

Feet

0

STA. 26+37.30

RESURFACING

BEG. MILLING AND



NOTE:

Exist.

R/

W

Exist.

LA R/

W

Exist.

R/

W

Exist.

LA R/

W

PO

T S

TA.

10

+00.0

0

10 11

3/9/2017aepperson Y:\13-05-1893 RFP 13 D 000027 4 Walk Bike Projs Design Willow Av\43271710000\roadway\utadrd01.dgn3:30:58 PM

15 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

UTILITY ADJUSTMENTS (1)

N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

MA

TC

H LIN

E

AT S

TA.

28

+00.0

0

3. UTILITY/AGENCY OWNERS: COMPANY CONTACT TELEPHONE NUMBERS RESPONSE AS OF 01/14/15

2. EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.

LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY.

1. THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON

UTILITY NOTES

W.

SW

AN

N

AV

E.

STA. 10+20.00

BEGIN PROJECT

813-684-6100 x 34097

877-366-8344 ext 2

813-978-2158

813-627-8343

813-275-3762

813-275-3743

813-301-4047

813-274-8633

813-274-8066

813-274-8095

813-274-8676

813-274-8121

813-275-3037

NOT INVOLVED

NOT INVOLVED

INVOLVED

INVOLVED

INVOLVED

INVOLVED (NORTH A ST. TO NORTH B ST.)

INVOLVED

INVOLVED

INVOLVED

INVOLVED

INVOLVED

Bright House Networks

Level 3 Communications LLC

Verizon Florida, Inc.

TECO

TECO-Peoples Gas-Tampa

XO Communications

City of Tampa Transportation Dept.

City of Tampa Sewer Department

City of Tampa Water Department

Tampa Electric Company

Mr. Don Pullen

Mr. Micheal Nunez

Mr. Daniel Collings

Mr. David Wynns

Mr. Ted Felegy

Mr. Luis Castellano

Mr. Jeff Sbrocco

Mr. Mike Honeycutt

Mr. Vik Bhide

Mr. Jack Ferras

Ferraro Jacobs

Mr. Rory Jones

Mr. Jason Cooper

S

28 29 30 31 PI S

TA.

31

+37.3

3

32 33

M

Strain Pole

WM

(60'

PL

AT

TE

D R/

W)

TA

MP

A HILLS

BO

RO

UG

H C

OU

NT

Y

EX

PR

ES

SW

AY A

UT

HO

RIT

Y

Conc. Walk

Conc. Walk

12"P

TSV

Elec.Cabinet

CSP

12"PConc. Columns(Typ.)

Conc. Columns(Typ.)

0.5' Conc.Curb

12"P

2' Conc. C & G

2' Conc. C & G

TA

MP

A HILLS

BO

RO

UG

H C

OU

NT

Y

EX

PR

ES

SW

AY A

UT

HO

RIT

Y

EOP

EOP

CI Top= 13.94

CI Top= 14.34

Traf.

CLE

VE

LA

ND S

TR

EE

T

S. WILLOW AVENUE

Exist. LA R/W

N 00°34'05" E

Exist. LA R/W

¡ Survey

N 1" = 40'

People's

Gas

6"

Pla

stic

GM


Veriz

on

BT - 4'

Deep/To Re

main

Veriz

on

BT - 2'-

6"

Deep/To Re

main

VerizonOH Tel./To Remain

CLE

VE

LA

ND S

TR

EE

T

Veriz

on

OH Tel./To Re

main

10 40

Feet

0

STA. 31+15.53

RESURFACING

END MILLING AND

BM 2



NOTE:

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

28

+00.0

0


16 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET


N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

MA

TC

H LIN

E

AT S

TA.

28

+00.0

0

54 55 56 57 58 59

MM

MM

M


M

Revised Plat of Woodlawn Park

WM

WMWM

WMWM

Conc.

Walk

Conc.

Walk

Vault Vault

Lot 1, Block 30Lot 2, Block 30Lot 3, Block 30Lot 4, Block 30

Lot 5, Block 30

¢

WV

WV

6'CLF

1-Story

Masonry

FH

Conc.

1-Story Masonry

WM

TSV

4" Crepe MyrtleConc.

Conc.

Walk

Brick RoadBrick Rd.

10"P

PedestrianWalk Post

PedestrianWalk Post

GV

WV

WV

Strain Pole

Light Pole

TSV Conc.

Lot 24, Block 5 Lot 23, Block 5

Lot 1, Block 21

Conc.

10"O

12"O

6"O8"U

12"Palms

Elec.Cabinet

0.5'

Conc.Curb

0.5'

Conc.

Curb

Bric

k

Bric

k

24"

Asph.

Asph.

Asph.

Asph.

Traf.

Asph.

Face of Bld

g.

Asph.

Asph.

Masonry

Wall

Conc. Dr.

Collins AdditionExtension of

¢ ¢

Dr.

Block 5

Lot 22,

N. WILLOW AVENUE

W.

CA

SS S

TR

EE

T

W.

CA

SS S

TR

EE

T

N 00°48'41" EN 00°50'07" E

Exist. R/W

¡ Survey

N 1" = 40'

BM 3

People's Gas4" CI GM

People's

Gas

4"

CI

GM


Veriz

on

OH Tel./To Re

main

Veriz

on

3'-

10"

Deep/To Re

main

1-1.2

5"

Poly

pip

e

w/F

OC

BY CONTRACTOR

CITY

OF T

AMPA/

WATE

R METE

R BOX/

ADJU

ST

BY C

ON

TR

AC

TO

RCIT

Y

OF T

AM

PA/

ADJ

US

TW

AT

ER

ME

TE

R B

OX/

VE

RIZ

ON/B

Y

OT

HE

RS

2'x

3'

VA

ULT/

ADJ

US

T

BY C

ON

TR

AC

TO

RCIT

Y

OF T

AM

PA/

ADJ

US

TW

AT

ER

ME

TE

R B

OX/

BY C

ON

TR

AC

TO

RCIT

Y

OF T

AM

PA/

ADJ

US

TW

AT

ER

ME

TE

R B

OX/

Exist. R/W

VE

RIZ

ON/B

Y

OT

HE

RS

2'x

3'

VA

ULT/

ADJ

US

T

BY C

ON

TR

AC

TO

RCIT

Y

OF T

AM

PA/

ADJ

US

TW

AT

ER

ME

TE

R B

OX/



NOTE:

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

PI +69.1

0

PI +94.0

3

PI +01.2

3

PI +15.6

4

EL.

16.8

6

PI +27.3

6

EL.

16.8

3

PI +36.9

3

EL.

16.8

0PI +45.1

6

EL.

16.7

6

PI +83.1

9

EL.

16.6

1

PI +97.4

7

EL.

16.5

2

PI +14.7

9

EL.

16.2

3

PI +44.7

5

PI +75.4

3

EL.

16.1

9

PI +93.3

9

EL.

16.2

3PI +99.3

7

EL.

15.7

9

PI +05.3

9

EL.

15.4

0

EL.

17.5

0 B.C.

EL.

16.7

5E

L.

17.5

0 B.C.

EL.

16.8

9E

L.

17.5

0 B.C.

EL.

16.8

5E

L.

17.5

0 B.C.

16.8

6 B.C.

EL.

17.3

5 B.C.

EL.

17.4

0 B.C.

16.2

2 S

W

EL.

17.5

0 B.C.

EL.

17.2

5 B.C.

EL.

17.2

0 B.C.

EL.

17.2

0 B.C.

EL.

17.0

0 B.C.

EL.

16.5

0 B.C.

EL.

17.3

0 B.C.

EL.

16.1

0 B.C.

EL.

16.4

0 B.C.

EL.

15.7

0 B.C.

GRADE (RT.)PROP. SW

GRADE (RT.)PROP. B.C.


Exist.

EO

P 16.3

9

Exist.

EO

P 15.6

3

Grd. Line¡ Survey

EL.

16.2

7PI +41.7

1

PI +59.3

9

PI +51.1

1

EL.

16.9

3

EL.

17.5

0 B.C.

EL.

16.1

9 B.C. 1

5.2

7 F

L./

RA

MP

B.C. (RT.)PROP. TOP


VERIZON BFO


EL.

16.2

3 B.C.

FL.

15.4

6

FL.

15.2

8

PI +00.1

6B

EG.

GU

TT

ER

PI +07.0

7

GUTTER (RT.)PROP. VALLEY

Grd. Line (RT.)Exist. EOP/Flow

EO

P/F

LO

W E

L.

16.0

0D

RW

Y S

TA.

57

+08.9

0

EO

P/F

LO

W E

L.

16.0

657

+32.1

7D

RW

Y S

TA.

EO

P/F

LO

W E

L.

15.5

0D

RW

Y S

TA.

58

+33.9

7

PI +23.1

6

EL.

16.5

0

EL.

16.5

0

PI +44.7

0

EL.

18.4

0 B.C.

PI +19.0

0

EL.

18.4

0 B.C.

PI +23.5

0

PI +49.0

0

EL.

17.4

0 B.C.

53

+60.0

0

59

+20.0

0


17 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET


N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

1" = 2' VERT.


12

16

2020

16

12

54 55 56 57 58 59

MA

TC

H LIN

E

AT S

TA.

59

+20.0

0

Exist.

EO

P 16.5

4


ARE TYPICALLY 0.12' ABOVE


NOTE:

60 61 62 63 64

M


M

S 89°1

6'2

1"

E'

WMVault

Conc.Walk

Elec.Cabinet

TSV

Conc.

Walk

Masonry

Wall

Vault

Conc.

Conc.Walk

Conc. Walk

Masonry WallVault

4'

CLF

10"P

10"P

Masonry

Wall

(Poor Conditio

n)

24"O

(Poor Condition)

Brick Rd.

(50'

Platted R/

W)

Lot 1, Block 31Lot 2, Block 31Lot 3, Block 31


Lot 2, Block 1

10"P10"P

Brick

Brick

Asph.

Asph.

Conc.

Dr.

Dr.

Asph.

= 14.10

CI Top

Sec.

14 - T

wp.

29 S. - Rng 18 E.

Sec.

23 - T

wp.

29 S. - Rng 18 E.

¢ ¢ ¢ ¢

¢ ¢

N. WILLOW AVENUE

W.

LE

MO

N S

TR

EE

T

W.

CYP

RE

SS S

TR

EE

TN 00°48'41" E

Exist. R/W

Exist. R/W

¡ Survey

N 1" = 40'

BM 4

BM 5


People's

Gas

4"

CI

GM


Veriz

on

11"x

17"

Vault/To Re

main

Veriz

on

3'-

10"

Deep/To Re

main

1-1.2

5"

Poly

pip

e

w/F

OC

Veriz

on

11"x

17"

Vault/To Re

main

BY C

ON

TR

AC

TO

RCIT

Y

OF T

AM

PA/

ADJ

US

TW

AT

ER

ME

TE

R B

OX/

BY C

ON

TR

AC

TO

RCIT

Y

OF T

AM

PA/

ADJ

US

TW

AT

ER

ME

TE

R B

OX/

VE

RIZ

ON/B

Y

OT

HE

RS

11"x

17"

VA

ULT/

ADJ

US

T



NOTE:

BY C

ON

TR

AC

TO

RCIT

Y

OF T

AM

PA/

CA

BIN

ET/R

EL

OC

AT

ESIG

NA

L C

ON

TR

OLLE

R

60"

pip

e60"

pip

e

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

PI +77.0

5

EL.

15.9

4

PI +88.3

2

EL.

15.9

0

PI +24.6

8

EL.

15.9

0

PI +28.4

4

EL.

15.9

0PI +39.8

9

EL.

15.8

3

PI +57.0

1

EL.

15.7

8

PI +64.3

7

EL.

15.7

7

PI +75.4

8

EL.

15.7

6

PI +89.4

9

EL.

15.5

0

PI +09.6

6

EL.

15.4

8

(-) 0.101%

PI +17.1

9

EL.

15.4

7

PI +29.1

9

EL.

15.4

0

PI +36.6

8

EL.

15.3

1

PI +52.4

0

EL.

15.1

1

PI +71.7

8

EL.

14.8

8

PI +77.6

5

PI +89.5

9

EL.

14.9

1

PI +96.8

2

EL.

14.9

0 PI +14.4

2

PI +41.3

7

EL.

14.5

6

PI +90.5

3

EL.

13.7

6

PI +96.5

3

EL.

14.2

6

EL.

15.2

2 S

WE

L.

15.7

2 B.C.

EL.

16.4

0 B.C.

EL.

16.5

0 B.C.

EL.

16.5

0 B.C.

EL.

16.5

0 B.C.

EL.

16.5

0 B.C.

EL.

16.6

0 B.C.

EL.

16.3

3

WA

LL

EL.

16.7

5

WA

LL

EL.

15.6

5 B.C.

EL.

15.7

0 B.C.

PI +52.4

0

EL.

15.7

5

WA

LL

EL.

16.1

0

WA

LL

14.3

5 B

AC

K

OF S

W

16.1

8 T

OP

OF

WA

LL

Grd. Line¡ Survey

Exist.

EO

P 15.6

3

Exist.

EO

P 13.9

8

PI +80.3

5

EL.

15.7

5PI +82.3

5

EL.

15.7

0

EL.

15.7

5

PI +77.4

8

EL.

16.5

0 B.C.

EL.

16.3

3

WA

LL

EL.

15.9

0

WA

LL

PI +17.0

5

EL.

15.3

2

WA

LL

PI +19.4

0

EL.

15.3

2

WA

LL

PI +21.7

8

EL.

15.9

0

WA

LL

EL.

15.9

0

WA

LL


EL.

16.7

5

WA

LL

WALL (RT.)PROP. TOP OF

VERIZON BFO

FL.

15.0

8

PI +68.0

7

EL.

15.2

0

PI +73.0

1E

ND

GU

TT

ER

B.C. (RT.)PROP. TOP

EL.

16.7

5

WA

LL

PI +64.3

4

EL.

14.4

5E

L.

15.7

5

WA

LL

EL.

14.4

4

PI +85.5

3

EL.

13.8

4E

L.

15.7

5

WA

LL

EL.

14.4

2

PI +79.5

3

PI +70.7

3

EL.

15.7

5

WA

LL

Grd. Line (RT.)Exist. EOP/FLOW

EO

P/F

LO

W E

L.

15.0

6D

RW

Y S

TA.

60

+48.4

3

EO

P/F

LO

W E

L.

14.6

7D

RW

Y S

TA. 61

+23.1

7

EO

P/F

LO

W E

L.

14.1

8D

RW

Y S

TA.

61

+84.7

0

@ 0.30%GUTTER (RT.)PROP. VALLEY

EL.

16.6

5

WA

LL

EL.

16.8

0

WA

LL

EL.

16.5

0

WA

LL

PI +64.8

6

EL.

16.3

0

WA

LL

EL.

15.8

0 B.C./

WA

LL

EL.

15.7

5

WA

LL

EL.

16.6

5 B.C./

WA

LL

EL.

16.2

5 B

C/

WA

LL

PI +91.6

6

PI +79.8

6

EL.

14.9

5

53

+60.0

0

59

+20.0

0


18 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET


N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

12

16

20

12

16

20


ARE TYICALLY 0.12' ABOVE


NOTE:

1" = 2' VERT.


60 61 62 63 64

MA

TC

H LIN

E

AT S

TA.

59

+20.0

0E

xist. ¡ S

urvey 15.8

5

Exist. ¡ S

urvey 13.9

8

67 68 69 70 71 72


Map of Munro's and Lewis'

M

Conc. Steps

MUP

(60'

Platted R/

W)

(60'

Platted R/

W)

Brick Road

WV

Conc.

Walk

WV

Brick

Conc. Walk

0.5' Conc.Curb

WV

FHMasonry Wall4

' C

LF

Lot 24, Block 4

Lot 1, Block 5

Lot 24, Block 5

14'

Platted

Alley

(Unim

proved)


MUP

Conc.Walk

WMMB 12"P 10"P

Conc.

4'CLF

Asph.

Asph.

2nd Addition to W. Tampa

Addition to W. Tampa

W.

NA

SS

AU S

TR

EE

T

W.

AR

CH S

TR

EE

T

N. WILLOW AVENUE

N 00°48'44" E

Exist. R/W

Exist. R/W Exist. R/W

¡ Survey

Exist. R/W

N 1" = 40'

BM 6


Cit

y of Ta

mpa

8"

DIP

WM City of Tampa

6" DIP WM

City of Tampa12" CAS WM

CIT

Y

OF T

AM

PA/B

Y C

ON

TR

AC

TO

RW

AT

ER

ME

TE

R B

OX/

ADJ

US

T



NOTE:

CIT

Y

OF T

AM

PA/B

Y C

ON

TR

AC

TO

RB

URIE

D/

ADJ

US

TW

AT

ER

VA

LV

E B

OX

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

WE

xist.

R/

W

Exist.

R/

W

Exist.

R/

W

PI +83.5

4

EL.

16.0

0

PI +22.3

3

EL.

16.2

5

PI +62.2

4

EL.

16.0

8

PI +85.1

0

PI +95.1

9

PI +02.2

7

EL.

16.4

4

PI +16.2

4

EL.

16.4

9

PI +46.6

3

EL.

16.6

9

PI +86.7

3

EL.

16.7

4

EL.

17.0

0 B.C.

EL.

17.0

0 B.C.

EL.

17.0

0 B.C.

EL.

16.5

7 S

W.

EL.

17.0

0 B.C.

EL.

17.2

4 B.C.

EL.

17.4

4 B.C.

EL.

17.0

0 B.C.

EL.

16.7

6 S

W

& B.C.

SW GRADE (LT.)PROP. BACK OF


B.C. (LT.)PROP. TOP

PI +78.0

1E

L.

16.1

0E

L.

17.0

0 B.C.

EL.

16.5

9 S

W

EL.

15.5

8 S

W

& B.C.

EL.

16.5

7 B.C.

EL.

16.7

9 B.C.

PI +69.1

1

EL.

16.7

2E

L.

17.1

5 B.C.

GRADE (LT.)Exist. R/W

B.C. (LT.)PROP. TOP

EO

P E

L.

15.8

3D

RW

Y S

TA.

69

+89.4

4

Grd. Line¡ Survey

PI +27.1

2

EL.

16.7

5 B.C.

PI +25.1

2

PI +19.8

4

EL.

17.0

0 B.C.

PI +21.8

4

EL.

16.7

5 B.C.

53

+60.0

0

59

+20.0

0

53

+60.0

0

59

+20.0

0


19 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET


N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

12

16

20

12

16

20




NOTE:

1" = 2' VERT.


67 68 69 70 71 72

MA

TC

H LIN

E

AT S

TA.

72

+00.0

0

Exist. ¡ S

urvey 15.8

4

Exist.

EO

P 15.5

6

Exist.

EO

P 16.5

0E

xist. ¡ S

urvey 17.0

6

S

72 73 74 75 76

EB


(S.R.

93)


GM

14'

Platted

Alley

(Unim

proved)

(60'

Platted R/

W)

(60' Platted R/W)

Lot 24, Block 1

Lot 1, Block 1

FDOT

CPVault

05.' Conc. Curb

Brick Rd.

MUP

WV

10"P

MUP

GV

WV

10"P

10"P

Conc.

Walk

Brick

Brick Rd.

14'

Platted

Alley

Lot 12, Block 3

Exception Exception

Asph.

EO

P

Asph.

EO

P

2nd Addition to W. Tampa2nd Addition to W. Tampa

Interstate - 275

Overpass

(S.R.

93)

Interstate - 275

Overpass

Lot 13, Block 3

Lot 24, Block 4

W.

LA S

ALLE S

TR

EE

T

N 00°48'44" E

Exist. R/W

Exist. R/W

Exist. R/W Exist. LA R/W

Exist. R/W

Exist. R/W

¡ Survey

N. WILLOW AVENUE

BM 7


People's

Gas

2"

Pla

stic

GM

City of Tampa6" UCI WM

Cit

y of Ta

mpa

8"

DIP

WM

Cit

y of Ta

mpa

8"

DIP

WM

Cit

y of Ta

mpa

8"

DIP

WM

CIT

Y

OF T

AM

PA/B

Y C

ON

TR

AC

TO

RW

AT

ER

VA

LV

E B

OX/

ADJ

US

T



NOTE:

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist.

R/

W

Exist. R/

W

Exist.

R/

W

Exist.

R/

WE

xist.

R/

W

81 PO

T S

TA.

81

+76.2

2

PI +05.6

0

EL.

17.3

1

PI +14.7

1

EL.

17.7

6

PI +29.0

0

EL.

17.8

6

EL.

17.9

1

PI +17.5

0

EL.

17.9

4

PI +47.2

7

EL.

17.9

8

PI +03.6

0

EL.

17.1

5

PI +73.9

6

Grd. Line¡ Survey


EL.

17.9

0 S

WGRADE (LT.)Exist. R/W

EO

P E

L.

18.0

9Unim

proved

Alley

EL.

17.0

9 S

W

PI +10.1

9

EL.

17.6

8 SW GRADE (LT.)PROP. BACK OF

59

+20.0

059

+20.0

059

+20.0

0


20 1000260

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET


N. WILLOW AVENUE

CITY OF TAMPA






TAMPA, FL 33607



432717-1-58-01

12

16

20

12

16

20




NOTE:

1" = 2' VERT.


53

+60.0

0

72 73 74 75 76 77

MA

TC

H LIN

E

AT S

TA.

72

+00.0

0

Exist.

EO

P 16.5

0E

xist. ¡ S

urvey 17.0

6

Exist. ¡ S

urvey 18.0

0E

xist.

EO

P 17.5

3

STA. 81+57.00

END PROJECT

W.

MAIN S

TR

EE

T

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