Bidding_Plans.pdf

PDF 13 MB Posted May 21, 2025

Attached to: 6th Ave S Separated Bikeway (Project No. 18108-112)
Solicitation number: IFB- 25 - 235
Issued by: Pinellas County, Florida

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Other files

File	Type	Posted
CITY_OF_ST_PETE_PURCHASING_43192-1_SIGNED_AFFIDAVIT.pdf	PDF	Jun 26, 2025
CITY_OF_ST_PETE_PURCHASING_43192-1_INVOICE.pdf	PDF	Jun 26, 2025
CITY_OF_ST_PETE_PURCHASING_43192-1_RECEIPT.pdf	PDF	Jun 26, 2025
CITY_OF_ST_PETE_PURCHASING_43192-1_PROOF_1.pdf	PDF	Jun 26, 2025
6th_Ave_S_Separated_Bikeway_(Project_No._18108-112).pdf	PDF	Jun 17, 2025
Public_Construction_Bond.pdf	PDF	May 22, 2025
Base_Agreement.pdf	PDF	May 22, 2025
Bidder_Security_Information.pdf	PDF	May 21, 2025
Contract_Specifications.pdf	PDF	May 21, 2025
Solicitation_Development_Form_-_INTERNAL_USE_ONLY.pdf	PDF	May 20, 2025
Pay_Items-Price_Page.xlsx	XLSX spreadsheet	May 20, 2025

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SEPARATED BIKEWAY

PROJECT NO. 18108-112

DRAWING INDEX

PROJECT LOCATION

6TH AVE S

DRAWING No. DESCRIPTION

11381—01 COVER SHEET & INDEX

02 THRU —07 LEGEND, ABBREVIATIONS, GENERAL & TRAFFIC NOTES

08 THRU —13 TYPICAL SECTIONS

14 PROJECT LAYOUT

15 THRU —25 DEMOLITION PLANS

26 THRU —36 ROADWAY PLANS

37 THRU —48 GRADING & DRAINAGE PLANS

49 THRU —59 SIGNING & PAVEMENT MARKING PLANS

60—64 SPECIAL DETAILS

65—71 HARDSCAPE PLANS

72 PLANTiNG NOTES

73—78 LANDSCAPE PLANS

79—81 LANDSCAPE DETAILS

82 SUMMARY OF QUANTITIES

C’

ENGINE

I M P ROVEM

CITY of ST

ERIN C & CAPITAL

EN TS DEPARTM EN

P ETERSB

DATE

APPROVED FOR BID

-/J’LQ

URG FL.

BREJESH PRAAN, P.E.

_/ DIRECTOR OF ENGINEERING & CAPITAL

]37 IMPROVEMENTS DEPARTMENT

COPY No.

DATE:

DRAWING No.

8/12/2024

11381—01

DATE: 04/10/2023

SCALE: SEE BAR SCALE

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text

CATCH BASIN, TYPE II-M2 (TWO WINGS)

AutoCAD SHX Text

MANHOLE, TELEPHONE

AutoCAD SHX Text

MANHOLE, STORM DRAIN

AutoCAD SHX Text

MANHOLE, CLEAN OUT

AutoCAD SHX Text

JUNCTION BOX, TELEPHONE

AutoCAD SHX Text

JUNCTION BOX, STORM DRAIN

AutoCAD SHX Text

JUNCTION BOX, ELECTRIC

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

MANHOLE, GAS

AutoCAD SHX Text

METER, GAS

AutoCAD SHX Text

MANHOLE, SEWER

AutoCAD SHX Text

MANHOLE,TYPE III (FOR RCP OR ERCP)

AutoCAD SHX Text

MANHOLE, ELECTRIC

AutoCAD SHX Text

MANHOLE, TYPE I OR II

AutoCAD SHX Text

LIFT STATION

AutoCAD SHX Text

HEADSTRUCTURE,TYPE-I,TYPE-II,OR TYPE III

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

STRUCTURE SYMBOLS

AutoCAD SHX Text

CATCH BASIN, TYPE II

AutoCAD SHX Text

CATCH BASIN, TYPE I-M2 (TWO WINGS)

AutoCAD SHX Text

CATCH BASIN, TYPE II-M (ONE WING)

AutoCAD SHX Text

CATCH BASIN, TYPE I-M (ONE WING)

AutoCAD SHX Text

CATCH BASIN, TYPE I

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

APPLICATION

AutoCAD SHX Text

MANHOLE, CONFLICT (TYPE III MH)

AutoCAD SHX Text

MANHOLE,TYPE IV (FOR B/C)

AutoCAD SHX Text

CATCH BASIN, TYPE III

AutoCAD SHX Text

CATCH BASIN, TYPE III-M (ONE WING)

AutoCAD SHX Text

CATCH BASIN, TYPE S-I

AutoCAD SHX Text

CATCH BASIN, TYPE S-II

AutoCAD SHX Text

CATCH BASIN, TYPE III-M2 (TWO WINGS)

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text P

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text

CATCH BASIN, TYPE IV-M2 (TWO WINGS)

AutoCAD SHX Text

CATCH BASIN, TYPE IV

AutoCAD SHX Text

CATCH BASIN, TYPE IV-M (ONE WING)

AutoCAD SHX Text

CATCH BASIN, TYPE V

AutoCAD SHX Text

CATCH BASIN, TYPE V-M (ONE WING)

AutoCAD SHX Text

CATCH BASIN, TYPE V-M2 (TWO WINGS)

AutoCAD SHX Text

SURVEY BASELINE

AutoCAD SHX Text

SURVEY TRAVERSE POINT

AutoCAD SHX Text

SURVEY NAIL AND DISK

AutoCAD SHX Text

SPRINKLER

AutoCAD SHX Text

TREE-PALM

AutoCAD SHX Text

TREE-DECIDUOUS

AutoCAD SHX Text

TREE-CONIFEROUS

AutoCAD SHX Text

10" PALM

AutoCAD SHX Text

1" CEDAR

AutoCAD SHX Text

27" OAK

AutoCAD SHX Text S.D.

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

APPLICATION

AutoCAD SHX Text

PLOTTING SYMBOLS

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text

AERIAL TARGET

AutoCAD SHX Text

AutoCAD SHX Text %%P

AutoCAD SHX Text

APPROXIMATE

AutoCAD SHX Text

CBM #XXX

AutoCAD SHX Text

BENCH MARK, CITY CONTROLLED

AutoCAD SHX Text

BENCH MARK, TEMPORARY

AutoCAD SHX Text

TBM-BOX CUT

AutoCAD SHX Text

BORING SITE

AutoCAD SHX Text

BUSH

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

DELTA ANGLE

AutoCAD SHX Text

FND. "X" CUT

AutoCAD SHX Text F.C.M.

AutoCAD SHX Text

FIR

AutoCAD SHX Text

FIP

AutoCAD SHX Text

FOUND CONCRETE MONUMENT

AutoCAD SHX Text

FOUND "X" CUT

AutoCAD SHX Text

FOUND IRON PIPE

AutoCAD SHX Text

FOUND IRON ROD

AutoCAD SHX Text

HAYBALE

AutoCAD SHX Text

NORTH ARROW

AutoCAD SHX Text N

AutoCAD SHX Text

OVERLAND FLOW ARROW

AutoCAD SHX Text

PIPE FLOW ARROW

AutoCAD SHX Text

POINT OF INTERSECTION

AutoCAD SHX Text 102.0

AutoCAD SHX Text 103.05

AutoCAD SHX Text 102.0

AutoCAD SHX Text

PROFILE ELEVATIONS

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

ROUND OR DIAMETER

AutoCAD SHX Text %%C

AutoCAD SHX Text

SAND BAG

AutoCAD SHX Text

SIGN, DOUBLE POST

AutoCAD SHX Text

SIGN, SINGLE POST

AutoCAD SHX Text

XXX.XX

AutoCAD SHX Text

T/C XXX.XX

AutoCAD SHX Text

SPOT ELEVATIONS

AutoCAD SHX Text N/A

AutoCAD SHX Text %%P

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text B/L

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text B

AutoCAD SHX Text B/L

AutoCAD SHX Text N/A

AutoCAD SHX Text

TBM-BOX CUT

AutoCAD SHX Text

CBM #XXX

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text P/L

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text P/L

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text %%C

AutoCAD SHX Text

AutoCAD SHX Text N/A

AutoCAD SHX Text

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text C/L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text

AutoCAD SHX Text C/L

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

REVISION DESCRIPTION

AutoCAD SHX Text N/A

AutoCAD SHX Text

LEADER AND NOTE

AutoCAD SHX Text

NOTE TEXT

AutoCAD SHX Text

CONCRETE MONUMENT

AutoCAD SHX Text C.M.

AutoCAD SHX Text N/A

AutoCAD SHX Text

NOTE TEXT

AutoCAD SHX Text

ELEV

AutoCAD SHX Text -02

AutoCAD SHX Text

LEGEND - 1

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text

GENERAL LINESTYLES

AutoCAD SHX Text

CENTER LINE OF CONSTRUCTION

AutoCAD SHX Text

BASE LINE OF SURVEY

AutoCAD SHX Text

TREE OR WOOD LINE,

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text

BUILDING WALL

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

TEMPORARY SEDIMENT BARRIER

AutoCAD SHX Text

-TYPE B

AutoCAD SHX Text

-TYPE A OR TYPE C

AutoCAD SHX Text

TYPE OF CURB:

AutoCAD SHX Text

-TYPE D

AutoCAD SHX Text

EDGE OF WATER OR DITCH/SWALE

AutoCAD SHX Text

FENCE, LABEL HEIGHT AND TYPE

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

TOP OF BANK

AutoCAD SHX Text

CITY: RIGHT-OF-WAY

AutoCAD SHX Text

DOT: LIMITED ACCESS RIGHT-OF-WAY

AutoCAD SHX Text

SIDEWALK OR DRIVEWAY (IMPROVED)

AutoCAD SHX Text

LOT LINE

AutoCAD SHX Text

RAILROAD

AutoCAD SHX Text

-UNPAVED, LABEL SURFACE TYPE

AutoCAD SHX Text

-PAVED, LABEL SURFACE TYPE

AutoCAD SHX Text

EDGE OF ROADWAY:

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

APPLICATION

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text N/A

AutoCAD SHX Text

HEDGE LINE, LABEL TYPE AND HEIGHT

AutoCAD SHX Text

LABEL TYPE AND DIAMETER AT DBH

AutoCAD SHX Text

(FLOATING TURBIDTY BARRIER)

AutoCAD SHX Text

UTILITY POLE SYMBOLS

AutoCAD SHX Text

GUY WIRE/ANCHOR

AutoCAD SHX Text

JOINT USER POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

TELEPHONE

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

APPLICATION

AutoCAD SHX Text

METER, RECLAIMED WATER

AutoCAD SHX Text

THRUST BLOCK, PRECAST

AutoCAD SHX Text

THRUST BLOCK,CAST IN PLACE

AutoCAD SHX Text

TAP VALVE & SLEEVE

AutoCAD SHX Text

WYE

AutoCAD SHX Text

TEE

AutoCAD SHX Text

VALVE W/BLOW OFF

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

METER, WATER

AutoCAD SHX Text

REDUCER

AutoCAD SHX Text

PLUG

AutoCAD SHX Text W

AutoCAD SHX Text

PRESSURE PIPE SYMBOLS

AutoCAD SHX Text

BEND (VERTICAL, UP)

AutoCAD SHX Text

BEND (VERTICAL, DOWN)

AutoCAD SHX Text

BEND 11-1/4%%D

AutoCAD SHX Text

HYDRANT & VALVE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

CROSS

AutoCAD SHX Text

BEND 45%%D

AutoCAD SHX Text

BEND 90%%D

AutoCAD SHX Text

BEND 22-1/2%%D

AutoCAD SHX Text

AIR RELEASE

AutoCAD SHX Text R

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text A

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text A

AutoCAD SHX Text

APPLICATION

AutoCAD SHX Text

UTILITY LINESTYLES

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

APPLICATION

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

STORM DRAIN

AutoCAD SHX Text

PIPE TO BE REMOVED

AutoCAD SHX Text

FIBER OPTICS CABLE

AutoCAD SHX Text

CABLE TV, BURIED

AutoCAD SHX Text

CABLE TV, OVERHEAD

AutoCAD SHX Text

PIPE TO BE ABANDONED

AutoCAD SHX Text

TELEPHONE, OVERHEAD

AutoCAD SHX Text

TELEPHONE, BURIED

AutoCAD SHX Text

GUY WIRE AND ANCHOR

AutoCAD SHX Text

GAS MAIN

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

RECLAIMED WATER

AutoCAD SHX Text

UNDERDRAIN

AutoCAD SHX Text

POWER, OVERHEAD

AutoCAD SHX Text

POWER, BURIED

AutoCAD SHX Text N/A

AutoCAD SHX Text -03

LEGEND - 2

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text

CORRUGATED METAL PIPE

AutoCAD SHX Text

CORRUGATED PLASTIC PIPE

AutoCAD SHX Text

CONCRETE MONUMENT

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

CENTERLINE OF CONSTRUCTION

AutoCAD SHX Text

CLEARANCE

AutoCAD SHX Text

CAST-IN-PLACE

AutoCAD SHX Text

CAST IRON PIPE

AutoCAD SHX Text

CURB INLET OR CAST IRON

AutoCAD SHX Text

CUBIC FEET

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CURB AND GUTTER

AutoCAD SHX Text

C AND G

AutoCAD SHX Text

CMP

AutoCAD SHX Text

CPP

AutoCAD SHX Text

CLF

AutoCAD SHX Text

CIPL

AutoCAD SHX Text

CIP

AutoCAD SHX Text

COMMERCIAL

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONSTRUCT

AutoCAD SHX Text

CORNER

AutoCAD SHX Text

CORRUGATED

AutoCAD SHX Text

COM

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONST

AutoCAD SHX Text

COR

AutoCAD SHX Text

CORR

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

C/L OR

AutoCAD SHX Text

CSP

AutoCAD SHX Text

CTR

AutoCAD SHX Text

CORRUGATED STEEL PIPE

AutoCAD SHX Text

CENTER

AutoCAD SHX Text

CULV

AutoCAD SHX Text

CUBIC YARD

AutoCAD SHX Text

CULVERT

AutoCAD SHX Text D

AutoCAD SHX Text

DBL

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

DEPARTMENT OF TRANSPORTATION

AutoCAD SHX Text

DISPOSAL

AutoCAD SHX Text

DUCTILE IRON PIPE

AutoCAD SHX Text

DIMENSION

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text DROP INLET or DUCTILE IRON

AutoCAD SHX Text

DEPARTMENT

AutoCAD SHX Text

DOUBLE

AutoCAD SHX Text

DEGREE OF CURVATURE

AutoCAD SHX Text

DIP

AutoCAD SHX Text

DISP

AutoCAD SHX Text

DOT

AutoCAD SHX Text

AutoCAD SHX Text D/W

AutoCAD SHX Text

DWG

AutoCAD SHX Text

DIM

AutoCAD SHX Text

DIA

AutoCAD SHX Text

DEPT

AutoCAD SHX Text

EQUIPMENT

AutoCAD SHX Text

EQUATION OR EQUAL

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

ENCLOSURE

AutoCAD SHX Text

EMBANKMENT

AutoCAD SHX Text

ELLIPTICAL

AutoCAD SHX Text

ELECTRIC

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

EACH FACE

AutoCAD SHX Text

EACH

AutoCAD SHX Text

EAST

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EQUIP

AutoCAD SHX Text

ENGR

AutoCAD SHX Text

ENCL

AutoCAD SHX Text

EMBK

AutoCAD SHX Text

ELLIP

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

EL OR ELEV

AutoCAD SHX Text

E.F. OR E/F

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

ELLIPTICAL REINFORCED CONCRETE

AutoCAD SHX Text

EASEMENT

AutoCAD SHX Text

ENDWALL

AutoCAD SHX Text

EACHWAY

AutoCAD SHX Text

EXCAVATION

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

E.W. OR E/W

AutoCAD SHX Text

EXCAV

AutoCAD SHX Text

EXIST

AutoCAD SHX Text

ERCP

AutoCAD SHX Text

ESMT

AutoCAD SHX Text

CONCRETE PIPE

AutoCAD SHX Text

CI/FT

AutoCAD SHX Text

CUBIC INCH PER FOOT

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

ETCETERA

AutoCAD SHX Text

ETC

AutoCAD SHX Text

COUNTY OR CLEAN-OUT

AutoCAD SHX Text

CMPA

AutoCAD SHX Text

CORRUGATED METAL PIPE ARCH

AutoCAD SHX Text

CBM

AutoCAD SHX Text

CITY BENCH MARK

AutoCAD SHX Text

DBH

AutoCAD SHX Text

DIAMETER AT BREAST HEIGHT

AutoCAD SHX Text

INVERT

AutoCAD SHX Text

INTERMEDIATE

AutoCAD SHX Text

INSTALL

AutoCAD SHX Text

IRON PIPE

AutoCAD SHX Text

INCLUDED

AutoCAD SHX Text

INCORPORATED

AutoCAD SHX Text

INCH

AutoCAD SHX Text

INSIDE DIAMETER

AutoCAD SHX Text

INV

AutoCAD SHX Text

INTRMD

AutoCAD SHX Text

INSTL

AutoCAD SHX Text

INCL.

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

HIGHWAY

AutoCAD SHX Text

HIGH WATER

AutoCAD SHX Text

HOUR

AutoCAD SHX Text

HORSE POWER

AutoCAD SHX Text

HIGH POINT

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

HEADWALL

AutoCAD SHX Text

HIGH DENSITY POLYETHYLENE PIPE

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text

GROUND

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

GALVANIZED STEEL PIPE

AutoCAD SHX Text

GARAGE

AutoCAD SHX Text

GALVANIZED

AutoCAD SHX Text

GALLON

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

HYD

AutoCAD SHX Text

HWY

AutoCAD SHX Text

AutoCAD SHX Text H.P.

AutoCAD SHX Text

HORIZ

AutoCAD SHX Text

HNDRL

AutoCAD SHX Text

HDWL

AutoCAD SHX Text

GUT OR GTTR

AutoCAD SHX Text

GSP

AutoCAD SHX Text

GALV

AutoCAD SHX Text

GA OR GAL

AutoCAD SHX Text

GAR

AutoCAD SHX Text

GRND

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

F TO F

AutoCAD SHX Text

FOUND

AutoCAD SHX Text

FURN

AutoCAD SHX Text

FLOAT

AutoCAD SHX Text

FHWA

AutoCAD SHX Text

FUT

AutoCAD SHX Text F/C

AutoCAD SHX Text

FLEX

AutoCAD SHX Text

AutoCAD SHX Text F.M.

AutoCAD SHX Text

FES

AutoCAD SHX Text

FED

AutoCAD SHX Text

FUTURE

AutoCAD SHX Text

FACE OF CURB

AutoCAD SHX Text

FACE TO FACE

AutoCAD SHX Text

FEDERAL HIGHWAY ADMINISTRATION

AutoCAD SHX Text

FLARED END SECTION

AutoCAD SHX Text

FLEXIBLE

AutoCAD SHX Text

FLOTATION

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

FURNISH

AutoCAD SHX Text

FEET OR FOOT

AutoCAD SHX Text

FEDERAL

AutoCAD SHX Text

FLOW LINE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text F

AutoCAD SHX Text

FCM

AutoCAD SHX Text

FOUND CONCRETE MONUMENT

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text

HARNESSED JOINT

AutoCAD SHX Text H

AutoCAD SHX Text

FEMA

AutoCAD SHX Text

FEDERAL EMERGENCY MANAGEMENT

AutoCAD SHX Text

ADMINISTRATION

AutoCAD SHX Text

GRATE INLET

AutoCAD SHX Text

FIP

AutoCAD SHX Text

FOUND IRON PIPE

AutoCAD SHX Text

FIR

AutoCAD SHX Text

FOUND IRON ROD

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text

BASELINE OF SURVEY

AutoCAD SHX Text

BACK OF WALK

AutoCAD SHX Text

BUTTERFLY VALVE

AutoCAD SHX Text

BOTTOM

AutoCAD SHX Text

BLOW-OFF

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

BOULEVARD

AutoCAD SHX Text

BULKHEAD

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

BACK

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text

BEGIN

AutoCAD SHX Text

BACK OF CURB

AutoCAD SHX Text

BACK TO BACK

AutoCAD SHX Text

B/L OR

AutoCAD SHX Text B/W

AutoCAD SHX Text

BFV

AutoCAD SHX Text

BOT

AutoCAD SHX Text

BLKHD

AutoCAD SHX Text

BIT

AutoCAD SHX Text B/C

AutoCAD SHX Text

B TO B

AutoCAD SHX Text

BEG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

AutoCAD SHX Text B.O.

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text

BOX CULVERT

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text

AASHO

AutoCAD SHX Text

AASHTO

AutoCAD SHX Text

OFFICIALS

AutoCAD SHX Text

HIGHWAY AND TRANSPORTATION

AutoCAD SHX Text

AMERICAN ASSOCIATION OF STATE

AutoCAD SHX Text

HIGHWAY OFFICIALS

AutoCAD SHX Text

AMERICAN ASSOCIATION OF STATE

AutoCAD SHX Text

AREA (OF LAND OR MASS)

AutoCAD SHX Text

ABD

AutoCAD SHX Text

ALT

AutoCAD SHX Text

ALUM

AutoCAD SHX Text

APPRH

AutoCAD SHX Text

APPROX

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH CONC

AutoCAD SHX Text

ASTM

AutoCAD SHX Text

AVE

AutoCAD SHX Text

ABANDONED

AutoCAD SHX Text

ACRE

AutoCAD SHX Text

AHEAD

AutoCAD SHX Text

ALTERNATE

AutoCAD SHX Text

ALUMINUM

AutoCAD SHX Text

APPROACH

AutoCAD SHX Text

APPROXIMATE

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALTIC CONCRETE

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AMERICAN SOCIETY FOR TESTING AND

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MATERIALS

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AVENUE

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BRG

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BEARING

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AMERICANS WITH DISABILITIES ACT

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BRIDGE BENCH MARK

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BBM

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ABBREVIATIONS - 1

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

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MILES PER HOUR

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MEAN SEA LEVEL

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NORTH

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NORTHEAST

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NOT IN CONTRACT OR NOT INCLUDED

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NUMBER

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NORTHWEST

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NIC

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MPH

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MSL

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LEFT

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LUMP SUM

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LENGTH

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LINEAR FEET

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LIMEROCK BEARING RATIO

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POUND

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LIMITED ACCESS

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LENGTH OF CURVE

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LGTH

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LBR

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MISCELLANEOUS

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MINIMUM

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MILE

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MEAN HIGH WATER

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MANHOLE

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MITERED END SECTION

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MAXIMUM

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MAINTENANCE

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MISC

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MIN

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MHW

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MES

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MAX

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MAINT

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MONUMENT

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MEAN LOW WATER

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MLW

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MON

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OVERHEAD

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OUTSIDE DIAMETER

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ON CENTER

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OUT TO OUT

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OVHD

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O TO O

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MEASURED DISTANCE

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NOT APPLICABLE

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NGVD

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NATIONAL GEODETIC VERTICAL DATUM

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MECHANICAL JOINT

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PROPERTY LINE

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P/L OR P

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RELOCATE OR RELOCATED

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ROADWAY

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RIGHT-OF-WAY

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RAILROAD

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REVOLUTIONS PER MINUTE

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REPLACE OR REPLACED

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REMOVE OR REMOVED

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REINFORCED OR REINFORCEMENT

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REINFORCED CONCRETE PIPE

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RECLAIMED WATER MAIN

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RR OR R/R

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RPM

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RIGHT

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RELOC

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REM

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REPL

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REINF

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RDWY

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RCWM

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RCP

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ROAD

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RADIUS

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PAVEMENT

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PER CUBIC FOOT

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PROJECT

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POWER POLE

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PEDESTRIAN

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POINT OF CURVATURE

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POINT OF VERTICAL INTERSECTION

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POLYVINYL CHLORIDE

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POINT OF VERTICAL CURVE

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POINT OF TANGENCY OR PRESSURE

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PER SQUARE INCH

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PER SQUARE FOOT

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POINT OF INTERSECTION

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PROFILE GRADE LINE

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PEDES

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PVC

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PVI

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PROJ

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PGL

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PAVT/PVMT

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PLAT

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SAN

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SECT

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SEW

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SF OR SQ FT

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SHLDR

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SI OR SQ IN

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SPEC

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SY OR SQ YD

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STANDARD SPECIFICATIONS FOR

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STATE ROAD

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SQUARE YARD

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SPECIFICATION

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SQUARE INCH

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SHOULDER

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SQUARE FOOT OR SQUARE FEET

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SEWER

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SECTION

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SOUTHEAST

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STORM DRAIN

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SANITARY

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SOUTH

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STANDARD

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STATION

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STREET

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(FLORIDA DOT)

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ROAD AND BRIDGE SPECIFICATION

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STA

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STD

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STR

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SYST

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SYSTEM

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SIDEWALK

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SOUTHWEST

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STRUCTURE

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TBM

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T/C OR TOC

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TEL

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TREAT

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TWP

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TYP

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TANGENT

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TEMPORARY BENCH MARK

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TOP OF BANK

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TOP OF CURB

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TELEPHONE

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TON

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TREATMENT

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TRAVEL WAY OR TRAVELED WAY

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TOWNSHIP

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TYPICAL

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UNDERGROUND

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UNDERDRAIN

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VERTICAL

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VITRIFIED CLAY PIPE

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VERTICAL FOOT OR VERTICAL FEET

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VERTICAL CURVE

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VERT

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VCP

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WATER TABLE, WEIGHT, OR WALL

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WATER MAIN

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WEST

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STL

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STEEL

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VARIES OR VARIOUS

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VAR

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TREATED

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TKNSS

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THICKNESS

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RECLAIM OR RECLAIMED

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RCLM

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MATCH EXISTING GRADE

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MEG

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ABBREVIATIONS - 2

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text GENERAL NOTES 1. THE LOCATIONS(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND THE LOCATIONS(S) OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS / ELEVATIONS APPLY ONLY AT THE POINT SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. UTILITIES SHALL REMAIN UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR SHALL CALL THE SUNSHINE STATE ONE CALL OF FLORIDA, INC. AT 811 OR 1-800-432-4770 AND THE THE CONTRACTOR SHALL CALL THE SUNSHINE STATE ONE CALL OF FLORIDA, INC. AT 811 OR 1-800-432-4770 AND THE UTILITY OWNERS 48 OWNERS BEFORE BEGINNING WORK. ALL UTILITY OWNERS MAY NOT BE A MEMBER, REQUIRING DIRECT CONTACT. 3. THE CONTRACTOR IS TO MAINTAIN AND KEEP STREET NAME IDENTIFICATION VISIBLE DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR IS TO MAINTAIN AND KEEP STREET NAME IDENTIFICATION VISIBLE DURING CONSTRUCTION OPERATIONS, IN ORDER TO FACILITATE EMERGENCY VEHICLE TRAFFIC. THE CONTRACTOR IS HEREBY NOTIFIED THAT ABOVE GROUND OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT AND ARE TO BE ADJUSTED BY OTHERS AS DIRECTED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR UTILITY COORDINATION. UTILITY OWNERS: COMPANY CONTACT TELEPHONE NUMBERS CONTACT TELEPHONE NUMBERS TELEPHONE NUMBERS CITY OF ST. PETERSBURG JEFFREY RZEWNICKI (727) 892-5384 JEFFREY RZEWNICKI (727) 892-5384 (727) 892-5384 CSX RAILROAD TONY MOHLER (813) 664-6259 TONY MOHLER (813) 664-6259 (813) 664-6259 DUKE ENERGY (DISTRIBUTION) ARTHUR GILMORE (727) 893-9255 ARTHUR GILMORE (727) 893-9255 (727) 893-9255 DUKE ENERGY (TRANSMISSION) JENNY WILLIAMS (813) 909-1210 JENNY WILLIAMS (813) 909-1210 (813) 909-1210 FLORIDA GAS TRANS. JOE SANCHEZ (407) 838-7171 JOE SANCHEZ (407) 838-7171 (407) 838-7171 FRONTIER, INC. VERNON BURRELL (727) 486-4650 VERNON BURRELL (727) 486-4650 (727) 486-4650 TECO - PEOPLES GAS ALEX MCFARLANE (813) 275-3762 ALEX MCFARLANE (813) 275-3762 (813) 275-3762 BRIGHTHOUSE NETWORKS/SPECTRUM THEODORE BINGHAM (727) 329-2847 THEODORE BINGHAM (727) 329-2847 (727) 329-2847 VERIZON MEDIA V. TIM KIMBERLY (727) 217-2620 TIM KIMBERLY (727) 217-2620 (727) 217-2620 WOW! RICHARD LAGANGA (727) 239-0158 RICHARD LAGANGA (727) 239-0158 (727) 239-0158 CITY OF ST. PETERSBURG: WATER RESOURCES JOHN PALENCHAR (727) 892-5698 JOHN PALENCHAR (727) 892-5698 (727) 892-5698 ENG. CONST. TOM RICE (727) 551-3202 TOM RICE (727) 551-3202 (727) 551-3202 STORMWATER/TRANSPORTATION OPS MARSHAL HAMPTON (727) 892-5187 MARSHAL HAMPTON (727) 892-5187 (727) 892-5187 NEIGHBORHOOD TRANS BRIAN M PESSARO (727) 893-7843 BRIAN M PESSARO (727) 893-7843 (727) 893-7843 SANITATION WILLIE JOSEPH (727) 893-7954 WILLIE JOSEPH (727) 893-7954 (727) 893-7954 4. THE CONTRACTOR SHALL SECURE THE NECESSARY PERMITS/RIGHT OF ENTRY FROM THE CITY OF ST. PETERSBURG FOR THE CONTRACTOR SHALL SECURE THE NECESSARY PERMITS/RIGHT OF ENTRY FROM THE CITY OF ST. PETERSBURG FOR ANY WORK WITHIN THE CITY'S RIGHT-OF-WAY AND EASEMENTS. (THE LIST WILL BE AVAILABLE AT THE PRE-CONSTRUCTION MEETING.) THE CONTRACTOR SHALL ALSO NAME THE CITY OF ST. PETERSBURG AS ADDITIONAL PARTY TO THE INSURANCE COVERAGE. 5. ALL PROPOSED FACE OF CURB SHALL MATCH THE EXISTING FACE OF CURB, UNLESS OTHERWISE SHOWN ON PLANS. ALL PROPOSED FACE OF CURB SHALL MATCH THE EXISTING FACE OF CURB, UNLESS OTHERWISE SHOWN ON PLANS. 6. TREES WITHIN THE LIMITS OF THIS PROJECT THAT ARE TO REMAIN SHALL BE TRIMMED TO CONFORM TO SECTION 110, TREES WITHIN THE LIMITS OF THIS PROJECT THAT ARE TO REMAIN SHALL BE TRIMMED TO CONFORM TO SECTION 110, APPLICABLE ADA REQUIREMENTS AND STANDARD PLAN 110-100. COST TO BE INCLUDED IN STANDARD CLEARING AND GRUBBING. 7. ALL DISTURBED AREAS, INCLUDING AREAS OUTSIDE THE CONSTRUCTION LIMITS, SHALL BE RETURNED TO THEIR ALL DISTURBED AREAS, INCLUDING AREAS OUTSIDE THE CONSTRUCTION LIMITS, SHALL BE RETURNED TO THEIR PRE-CONSTRCUTION CONDITIONS AT THE CONTRACTORS EXPENSE. GRASS AREAS SHALL BE SODDED, NOT SEEDED AND MULCHED. 8. THE CONTRACTOR SHALL PROVIDE AND IMPLEMENT SITE SPECIFIC EROSION AND SEDIMENT CONTROL PROCEDURES SUCH THE CONTRACTOR SHALL PROVIDE AND IMPLEMENT SITE SPECIFIC EROSION AND SEDIMENT CONTROL PROCEDURES SUCH AS SYNTHETIC BALES. STAKED SILT BARRIERS, FLOATING TURBIDITY BARRIER, OR OTHER APPROVED METHODS AS REQUIRED TO PREVENT THE TRANSPORTATION OF SEDIMENT DOWNSTREAM INTO STREETS, STORM DRAINS, DITCHES, PONDS, ETC. 9. ALL EXISTING CITY TRAFFIC SIGNS WITHIN THE PROPOSED CONSTRUCTION LIMITS ARE TO BE PROTECTED BY THE ALL EXISTING CITY TRAFFIC SIGNS WITHIN THE PROPOSED CONSTRUCTION LIMITS ARE TO BE PROTECTED BY THE CONTRACTOR. CAUTION SHOULD BE EXERCISED WHILE RELOCATING EXISTING SIGNS WHERE DIRECTED. IF THE SIGNS ARE DAMAGED BEYOND USE, AS DETERMINED BY THE ENGINEER, THE DAMAGED SIGNS SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. 10. THE CONTRACTOR SHALL COMPLY WITH THE OSHA 20FT RULE; 29 CFR 1926.THE CONTRACTOR SHALL COMPLY WITH THE OSHA 20FT RULE; 29 CFR 1926.

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11. THE CONTRACTOR SHALL NOTIFY THE PROPERTY OWNERS, 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES. THE THE CONTRACTOR SHALL NOTIFY THE PROPERTY OWNERS, 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOT RESTRICT ACCESS, DELIVERY, ETC. TO THE PROPERTIES AND SHALL MAINTAIN A SAFE AND DIRECT ACCESS AT ALL TIMES. 12. ALL FIELD LAYOUT AND SURVEYING FOR CONSTRUCTION OF THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR ALL FIELD LAYOUT AND SURVEYING FOR CONSTRUCTION OF THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR AT HIS EXPENSE, UNDER THE DIRECTION OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR. 13. VERTICAL CONTROL IS BASED UPON NAVD 88, AND HORIZONTAL CONTROL NAD 83/2007. VERTICAL CONTROL IS BASED UPON NAVD 88, AND HORIZONTAL CONTROL NAD 83/2007. 14. THE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO ALL AFFECTED CITY WATER CUSTOMERS A MINIMUM OF 24 HOURS THE CONTRACTOR SHALL GIVE WRITTEN NOTICE TO ALL AFFECTED CITY WATER CUSTOMERS A MINIMUM OF 24 HOURS IN ADVANCE OF ANY AND ALL WORK REQUIRING DISRUPTION OF ACCESS, INTENDED WATER, OR SANITARY SEWER SERVICE INTERRUPTION. DISRUPTION IN SERVICE TO ANY CUSTOMER SHALL NOT EXCEED 2 HOURS FOR WATER AND 4 HOURS FOR SANITARY SEWER SERVICE. ACCESS TO PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 15. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO SHAPE THE PAVEMENT AT INTERSECTIONS, STREETS, AND IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO SHAPE THE PAVEMENT AT INTERSECTIONS, STREETS, AND DRIVEWAYS SO THAT POSITIVE DRAINAGE WILL BE MAINTAINED WITH NO PONDING OF WATER AS A RESULT OF THE NEW CONSTRUCTION. 16. THE CONTRACTOR SHALL ADJUST (AS REQUIRED) PIPELINE ALIGNMENTS HORIZONTALLY AND/OR VERTICALLY TO AVOID THE CONTRACTOR SHALL ADJUST (AS REQUIRED) PIPELINE ALIGNMENTS HORIZONTALLY AND/OR VERTICALLY TO AVOID CONFLICTS WITH ACTUAL FIELD CONDITIONS AS UNCOVERED DURING CONSTRUCTION. FIELD ADJUSTMENT SHALL BE COORDINATED WITH, AND APPROVED BY THE ENGINEER 17. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING EQUIPMENT NECESSARY TO KEEP EXCAVATIONS DRY AND SHALL THE CONTRACTOR SHALL PROVIDE ALL DEWATERING EQUIPMENT NECESSARY TO KEEP EXCAVATIONS DRY AND SHALL PROVIDE ALL SHORING, SHEETING, AND BRACING NECESSARY TO PROTECT WORKMEN, ADJACENT STRUCTURES, UTILITIES, EXISTING PAVEMENT, OR TO MINIMIZE TRENCH WIDTH, AT THE CONTRACTORS EXPENSE. 18. THE CONTRACTOR SHALL COORDINATE DIRECTION OF MILLING AND PAVING AT ALL INTERSECTIONS WITH THE CITY OF ST. PETERSBURG PRIOR TO BEGINNING CONSTRUCTION.

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GENERAL NOTES - 1

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text TRAFFIC CONTROL NOTES 1. THE TRAFFIC IS TO BE MAINTAINED IN THE URBAN SECTION OF THE PROJECT IN ACCORDANCE WITH THE TRAFFIC IS TO BE MAINTAINED IN THE URBAN SECTION OF THE PROJECT IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FY 2022-23 FDOT STANDARD PLANS FOR ROAD CONSTRUCTION INDEXES 102-600 THRU 102-680. ADVISORY SPEED PLATES AND REDUCED SPEED AHEAD SIGNS ARE TO BE USED IN CONJUNCTION WITH THE SIGNING SCHEMES SHOWN ON THE ABOVE INDEXES IN ACCORDANCE WITH THE INDEX NO. 102-600. 2. ALL EXISTING STREET SIGNS THAT ARE AFFECTED BY THE PROJECT SHALL BE RELOCATED AND ALL EXISTING STREET SIGNS THAT ARE AFFECTED BY THE PROJECT SHALL BE RELOCATED AND MAINTAINED BY THE CONTRACTOR AT ALL TIMES FOR THE DURATION OF THE PROJECT. 3. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING: FIRE DEPARTMENT (727) 893-7526 (727) 893-7526 SUN STAR EMERGENCY CENTER DISPATCH (727) 582-2073 (727) 582-2073 ST. PETERSBURG POLICE DISPATCH CENTER (727) 893-7780 (727) 893-7780 PSTA PROJECT MANAGEMENT OFFICE (PMO) (727) 540-1906 (727) 540-1906 PINELLAS COUNTY (727) 464-3251 (727) 464-3251 NO LESS THAN 48 HOURS IN ADVANCE OF ANTICIPATED DISRUPTION TO THE NORMAL FLOW OF TRAFFIC, INCLUDING LANE CLOSURES, DETOURS AND SIGNAL WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO CURB AND/OR GUTTER, SIDEWALK, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO CURB AND/OR GUTTER, SIDEWALK, ETC. DURING ALL CONSTRUCTION ACTIVITIES 5. ALL TEMPORARY SIGNS, PAVEMENT MARKINGS, BARRICADES, WARNING LIGHTS, ETC. NECESSARY FOR ALL TEMPORARY SIGNS, PAVEMENT MARKINGS, BARRICADES, WARNING LIGHTS, ETC. NECESSARY FOR THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) AND THE FDOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION (2021-22). 6. ALL TRAFFICE CONTROL PROCEDURES AND DEVICES SHALL CONFORM TO THE REQUIREMENTS SET FORTH ALL TRAFFICE CONTROL PROCEDURES AND DEVICES SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD, 2009 EDITION), THE FDOT STANDARD PLANS (INDEX 102-600-SERIES), AND THE FOLLOWING NOTES AND DETAILS INCLUDED THIS PLAN. 7. LANE CLOSURES OR OTHER TRAFFIC CONTROL NECESSARY FOR THE PLACEMENT, RELOCATION, OR LANE CLOSURES OR OTHER TRAFFIC CONTROL NECESSARY FOR THE PLACEMENT, RELOCATION, OR REMOVAL OF BARRICADE BARRIER WALL OR OTHER TRAFFIC CONTROL DEVICES SHALL BE EXECUTED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 102-600 SERIES. 8. MAINTAIN ADEQUATE DRAINAGE AND HISTORICAL DRAINAGE PATTERNS TO PREVENT FLOODING OR MAINTAIN ADEQUATE DRAINAGE AND HISTORICAL DRAINAGE PATTERNS TO PREVENT FLOODING OR DRAINAGE TO FLOW TO ROADWAY OR ROADSIDE AREAS EXISTING, UNDER CONSTRUCTION, OR COMPLETED. PROVIDE ANY TEMPORARY DRAINAGE MEASURES AS REQUIRED TO ADEQUATELY DRAIN THE PROJECT AND TEMPORARY TRAVELED ROADWAYS . 9. ALL DRAINAGE INLETS THAT ARE CONSTRUCTED PRIOR TO FINAL SURROUNDING GRADE BEING ACHIEVED ALL DRAINAGE INLETS THAT ARE CONSTRUCTED PRIOR TO FINAL SURROUNDING GRADE BEING ACHIEVED WILL BE REQUIRE TEMPORARY COVERING THAT WILL ALLOW DRAINAGE FLOW AND PROTECT THE INLET DURING TOP PHASES. 10. REGULATORY SPEED FOR CITY ROADWAYS DURING CONSTRUCTION SHALL BE MAINTAINED AT 25 MPH REGULATORY SPEED FOR CITY ROADWAYS DURING CONSTRUCTION SHALL BE MAINTAINED AT 25 MPH UNLESS OTHERWISE NOTED IN THE PLANS. 11. COMPLY WITH NOISE LEVEL RESTRICTIONS STATED IN THE LOCAL NOISE ORDINANCE. METHODS TO COMPLY WITH NOISE LEVEL RESTRICTIONS STATED IN THE LOCAL NOISE ORDINANCE. METHODS TO MAINTAIN NOISE LEVELS WITHIN ACCEPTABLE LIMITS SHALL INCLUDED BUT NOT LIMITED TO TEMPORARY NOISE BARRIERS, ENCLOSURES FOR EQUIPMENT, MUFFLERS, ETC. 12. WHEN CONSTRUCTION EQUIPMENT IS BEING TRANSPORTED OR DRIVEN ON OPEN TRAVEL LANES, COMPLY WHEN CONSTRUCTION EQUIPMENT IS BEING TRANSPORTED OR DRIVEN ON OPEN TRAVEL LANES, COMPLY WITH THE FDOT STANDARD PLANS INDEX 102-600-SERIES. MAINTAIN CLEAR ZONE REQUIREMENTS FOR EQUIPMENT, MATERIAL STORAGE AND WORK ZONE PROTECTION AS SPECIFIED IN STANDARD PLANS INDEX 102.600. 13. A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) SHALL BE ON SITE WHEN CONTRACTOR IS WORKING A CERTIFIED TRAFFIC CONTROL SUPERVISOR (TCS) SHALL BE ON SITE WHEN CONTRACTOR IS WORKING AND SHALL BE ON CALL FOR EMERGENCIES. PROVIDE THE ENGINEER WITH A 24-HOUR ON-CALL NUMBER. 14. MILLING AND RESURFACING, AND OVERBUILD OPERATIONS ARE TO BE PHASED SUCH THAT ALL MILLING AND RESURFACING, AND OVERBUILD OPERATIONS ARE TO BE PHASED SUCH THAT ALL DROP-OFFS COMPLY WITH STANDARD PLANS INDEX 102-600.

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AutoCAD SHX Text

GENERAL NOTES - 2

PEDESTRIAN NOTES 1. CONSTRUCTION STAGING SHALL NOT TAKE PLACE IN THE SIDEWALK NOR INTERFERE WITH SIDEWALK CONSTRUCTION STAGING SHALL NOT TAKE PLACE IN THE SIDEWALK NOR INTERFERE WITH SIDEWALK ACCESS. 2. THE CONTRACTOR SHALL NOT STAGE OR STORE MATERIAL OR EQUIPMENT ON THE SIDEWALK. THE CONTRACTOR SHALL NOT STAGE OR STORE MATERIAL OR EQUIPMENT ON THE SIDEWALK. 3. NO CLOSURE OF THE SIDEWALK SHALL BE ALLOWED. NO CLOSURE OF THE SIDEWALK SHALL BE ALLOWED. 4. PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION PROCESS. PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION PROCESS. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT A SAFE, UNOBSTRUCTED ROUTE EXISTS FOR PEDESTRIANS, PER FDOT STANDARD PLAN INDEX NO. 102-660

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text

TYPICAL SECTION 1

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CONSTRUCTION BASELINE

AutoCAD SHX Text 6TH AVE S (DR MARTIN LUTHER KING JR ST S TO 8TH ST S) STA. 10+00 TO STA. 16+25 TRAVEL LANES AND BIKEWAY MILL EXISTING ASPHALT PAVEMENT (1.5" AVERAGE DEPTH) TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5") NOTES 1. INSTALL PROPOSED CONCRETE TRAFFIC SEPARATOR PER CITY OF ST. PETERSBURG STANDARD DETAIL S60-32 INSTALL PROPOSED CONCRETE TRAFFIC SEPARATOR PER CITY OF ST. PETERSBURG STANDARD DETAIL S60-32 2. PROPOSED RESTRIPING SHALL FOLLOW MILLING/RESURFACING, WHICH WILL OCCUR IN CONJUNCTION WITH THE IMPROVEMENTS SHOWN ON THESE PLANS.PROPOSED RESTRIPING SHALL FOLLOW MILLING/RESURFACING, WHICH WILL OCCUR IN CONJUNCTION WITH THE IMPROVEMENTS SHOWN ON THESE PLANS.

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EXISTING TYPE 'A' CURB TO REMAIN

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EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

TYPE 'A' CURB

AutoCAD SHX Text 0.03

AutoCAD SHX Text 0.02

AutoCAD SHX Text

MILLING CONTROL POINT

AutoCAD SHX Text

ROADWAY CROWN

AutoCAD SHX Text

MATCH EXISTING GRADE

AutoCAD SHX Text

MATCH EXISTING (0.02 MAX)

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text -08

AutoCAD SHX Text

TYPICAL SECTIONS - 1

NTS

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text

CONSTRUCTION BASELINE

AutoCAD SHX Text

TYPICAL TRAIL SECTION TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (3")

AutoCAD SHX Text

TYPE 'A' CURB (TYP)

AutoCAD SHX Text

TYPE 'A' CURB

AutoCAD SHX Text 0.02

AutoCAD SHX Text

CONSTRUCTION BASELINE

AutoCAD SHX Text

TYPICAL SECTION 2

AutoCAD SHX Text 6TH AVE S (8TH ST S TO 7TH ST S) STA. 16+25 TO STA. 21+25 TRAVEL LANES AND BIKEWAY MILL EXISTING ASPHALT PAVEMENT (1.5" AVERAGE DEPTH) TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

MATCH EXISTING GRADE

AutoCAD SHX Text

TYPE 'A' CURB

AutoCAD SHX Text 0.03

AutoCAD SHX Text 0.02

AutoCAD SHX Text

ROADWAY CROWN

AutoCAD SHX Text

MILLING CONTROL POINT

AutoCAD SHX Text

MATCH EXISTING (0.02 MAX)

AutoCAD SHX Text NOTES 1. INSTALL PROPOSED CONCRETE TRAFFIC SEPARATOR PER INSTALL PROPOSED CONCRETE TRAFFIC SEPARATOR PER CITY OF ST. PETERSBURG STANDARD DETAIL S60-32. 2. PROPOSED RESTRIPING SHALL FOLLOW PROPOSED RESTRIPING SHALL FOLLOW MILLING/RESURFACING, WHICH WILL OCCUR IN CONJUNCTION WITH THE IMPROVEMENTS SHOWN ON THESE PLANS.

AutoCAD SHX Text

NATURAL GRADE

AutoCAD SHX Text

3" PAVEMENT MATCH EX. SLOPE (2% MAX.)

AutoCAD SHX Text NOTES 1. BASE THICKNESS SHOWN IS FOR BASE THICKNESS SHOWN IS FOR CRUSHED CONCRETE, ALTERNATE MATERIALS MAY REQUIRE A DIFFERENT THICKNESS.

AutoCAD SHX Text

TYPE 'A' CURB

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text -09

AutoCAD SHX Text

TYPICAL SECTIONS - 2

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text

CONSTRUCTION BASELINE

AutoCAD SHX Text

TYPICAL SECTION 3

AutoCAD SHX Text 6TH AVE S (7TH ST S TO 6TH ST S) STA. 21+25 TO STA. 26+25 TRAVEL LANES AND BIKEWAY MILL EXISTING ASPHALT PAVEMENT (1.5" AVERAGE DEPTH) TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5") NOTES 1. INSTALL PROPOSED CONCRETE TRAFFIC SEPARATOR PER CITY OF ST. PETERSBURG STANDARD DETAIL S60-32. INSTALL PROPOSED CONCRETE TRAFFIC SEPARATOR PER CITY OF ST. PETERSBURG STANDARD DETAIL S60-32. 2. PROPOSED RESTRIPING SHALL FOLLOW MILLING/RESURFACING, WHICH WILL OCCUR IN CONJUNCTION WITH THE IMPROVEMENTS SHOWN ON THESE PLANS.PROPOSED RESTRIPING SHALL FOLLOW MILLING/RESURFACING, WHICH WILL OCCUR IN CONJUNCTION WITH THE IMPROVEMENTS SHOWN ON THESE PLANS.

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

TYPE 'A' CURB

AutoCAD SHX Text 0.03

AutoCAD SHX Text 0.02

AutoCAD SHX Text

MATCH EXISTING GRADE

AutoCAD SHX Text

MATCH EXISTING (0.02 MAX)

AutoCAD SHX Text

MILLING CONTROL POINT

AutoCAD SHX Text

ROADWAY CROWN

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text -10

AutoCAD SHX Text

TYPICAL SECTIONS - 3

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text

CONSTRUCTION BASELINE

AutoCAD SHX Text

TYPICAL SECTION 4

AutoCAD SHX Text 6TH AVE S (6TH ST S TO 5TH ST S) STA. 26+25 TO STA. 31+50 TRAVEL LANES AND BIKEWAY MILL EXISTING ASPHALT PAVEMENT (1.5" AVERAGE DEPTH) TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5") NOTES 1. INSTALL PROPOSED CONCRETE TRAFFIC SEPARATOR PER CITY OF ST. PETERSBURG STANDARD DETAIL S60-32. INSTALL PROPOSED CONCRETE TRAFFIC SEPARATOR PER CITY OF ST. PETERSBURG STANDARD DETAIL S60-32. 2. PROPOSED RESTRIPING SHALL FOLLOW MILLING/RESURFACING, WHICH WILL OCCUR IN CONJUNCTION WITH THE IMPROVEMENTS SHOWN ON THESE PLANS.PROPOSED RESTRIPING SHALL FOLLOW MILLING/RESURFACING, WHICH WILL OCCUR IN CONJUNCTION WITH THE IMPROVEMENTS SHOWN ON THESE PLANS.

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

TYPE 'A' CURB

AutoCAD SHX Text

MATCH EXISTING GRADE

AutoCAD SHX Text 0.03

AutoCAD SHX Text 0.02

AutoCAD SHX Text

ROADWAY CROWN

AutoCAD SHX Text

MATCH EXISTING (0.02 MAX)

AutoCAD SHX Text

MILLING CONTROL POINT

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text -11

AutoCAD SHX Text

TYPICAL SECTIONS - 4

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text

CONSTRUCTION BASELINE

AutoCAD SHX Text

TYPICAL SECTION 5

AutoCAD SHX Text 6TH AVE S (5TH ST S TO 4TH ST S) STA. 31+50 TO STA. 36+75 TRAVEL LANES AND BIKEWAY MILL EXISTING ASPHALT PAVEMENT (1.5" AVERAGE DEPTH) TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5") NOTES 1. INSTALL PROPOSED CONCRETE TRAFFIC SEPARATOR PER CITY OF ST. PETERSBURG STANDARD DETAIL S60-32. INSTALL PROPOSED CONCRETE TRAFFIC SEPARATOR PER CITY OF ST. PETERSBURG STANDARD DETAIL S60-32. 2. PROPOSED RESTRIPING SHALL FOLLOW MILLING/RESURFACING, WHICH WILL OCCUR IN CONJUNCTION WITH THE IMPROVEMENTS SHOWN ON THESE PLANS.PROPOSED RESTRIPING SHALL FOLLOW MILLING/RESURFACING, WHICH WILL OCCUR IN CONJUNCTION WITH THE IMPROVEMENTS SHOWN ON THESE PLANS.

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

TYPE 'A' CURB

AutoCAD SHX Text

MATCH EXISTING GRADE

AutoCAD SHX Text 0.03

AutoCAD SHX Text 0.02

AutoCAD SHX Text

MATCH EXISTING (0.02 MAX)

AutoCAD SHX Text

MILLING CONTROL POINT

AutoCAD SHX Text

ROADWAY CROWN

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text -12

AutoCAD SHX Text

TYPICAL SECTIONS - 5

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text

CONSTRUCTION BASELINE

AutoCAD SHX Text

TYPICAL SECTION 6B

AutoCAD SHX Text 6TH AVE S (4TH ST S TO 3RD ST S - EAST SIDE) STA. 38+75 TO STA. 41+00 TRAVEL LANES AND BIKEWAY MILL EXISTING ASPHALT PAVEMENT (1.5" AVERAGE DEPTH) TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")

AutoCAD SHX Text

CONSTRUCTION BASELINE

AutoCAD SHX Text

TYPICAL SECTION 6A

AutoCAD SHX Text 6TH AVE S (4TH ST S TO 3RD ST S - WEST SIDE) STA. 36+75 TO STA. 38+75 TRAVEL LANES AND BIKEWAY MILL EXISTING ASPHALT PAVEMENT (1.5" AVERAGE DEPTH) TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5")

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

EXISTING TYPE 'A' CURB TO REMAIN

AutoCAD SHX Text

TYPE 'A' CURB

AutoCAD SHX Text

TYPE 'A' CURB

AutoCAD SHX Text 0.03

AutoCAD SHX Text 0.02

AutoCAD SHX Text 0.03

AutoCAD SHX Text 0.02

AutoCAD SHX Text

MILLING CONTROL POINT

AutoCAD SHX Text

MILLING CONTROL POINT

AutoCAD SHX Text

ROADWAY CROWN

AutoCAD SHX Text

ROADWAY CROWN

AutoCAD SHX Text

MATCH EXISTING (0.02 MAX)

AutoCAD SHX Text

MATCH EXISTING (0.02 MAX)

AutoCAD SHX Text

MATCH EXISTING GRADE

AutoCAD SHX Text

MATCH EXISTING GRADE

AutoCAD SHX Text Board of Engineers

AutoCAD SHX Text www.landisevans.com

AutoCAD SHX Text Ph. (888) 462-3514

AutoCAD SHX Text Certificate of

AutoCAD SHX Text Authorization #4548

AutoCAD SHX Text

NTS

AutoCAD SHX Text -13

TYPICAL SECTIONS - 6

DRAWING No.

11381

ENGINEERING & CAPITAL

IMPROVEMENTS DEPARTMENT

CITY OF ST. PETERSBURG

6TH AVE S

SEPARATED BIKEWAY

PROJECT No. 18108-112

DRAWN BY: G.A.G./A.E.M.

CHECKED BY: V.H.V.

DATE: 04/23

BY DATER E V I S I O N SBY DATER E V I S I O N S

ENGINEER OF RECORD

THEODORE A. PETRITSCH, P.E., PTOE

AutoCAD SHX Text

CONSTRUCTION BASELINE

AutoCAD SHX Text

DR. MLK JR. ST. S

AutoCAD SHX Text

8TH ST. S

AutoCAD SHX Text

7TH ST. S

AutoCAD SHX Text

6TH AVE. S

AutoCAD SHX Text

3' TALL

AutoCAD SHX Text

3' TALL

AutoCAD SHX Text

SND LB021

AutoCAD SHX Text

FIP 1IN

AutoCAD SHX Text

SND LB021

AutoCAD SHX Text

SND LB021

AutoCAD SHX Text

FIR 1\2IN

AutoCAD SHX Text

FIP 1\2IN

AutoCAD SHX Text

FCM PLS4032" X "

AutoCAD SHX Text

FCM PLS3972" X "

AutoCAD SHX Text

METAL POLE

AutoCAD SHX Text

'ONE WAY'

AutoCAD SHX Text

'2 HOUR PARKING'

AutoCAD SHX Text

'2 HOUR PARKING'

AutoCAD SHX Text

'2 HOUR PARKING'

AutoCAD SHX Text

'2 HOUR PARKING'

AutoCAD SHX Text

'2 HOUR PARKING'

AutoCAD SHX Text

'ONE WAY'

AutoCAD SHX Text

'ONE WAY'

AutoCAD SHX Text

'ONE WAY'

AutoCAD SHX Text

'ONE WAY'

AutoCAD SHX Text

'BUS STOP'

AutoCAD SHX Text

'2 HOUR PARKING'

AutoCAD SHX Text

'2 HOUR PARKING'

AutoCAD SHX Text

'2 HOUR PARKING'

AutoCAD SHX Text

'NO PARKING TO CORNER'

AutoCAD SHX Text

'ONE WAY'

AutoCAD SHX Text

CONCRETE STAIRCASE

AutoCAD SHX Text

RIM=35.83

AutoCAD SHX Text

PBOX

AutoCAD SHX Text

PBOX

AutoCAD SHX Text

'UNDERGROUND CABLE'

AutoCAD SHX Text

'NO TRESSPASS'

AutoCAD SHX Text

3' TALL CONCRETE PILLAR

AutoCAD SHX Text

'PRIVATE PROPERTY'

AutoCAD SHX Text 35.43

AutoCAD SHX Text

XCUT

AutoCAD SHX Text

2.5' TALL CONCRETE PILLAR

AutoCAD SHX Text

'HANDICAPPED PARKING ONLY'

AutoCAD SHX Text

CONCRETE STAIRCASE

AutoCAD SHX Text

CONCRETE STAIRCASE

AutoCAD SHX Text

HANDRAIL

AutoCAD SHX Text

BROKEN HANDRAIL

AutoCAD SHX Text

4' STEEL POST

AutoCAD SHX Text

4' STEEL POST

AutoCAD SHX Text

4' STEEL POST

AutoCAD SHX Text

4' STEEL POST

AutoCAD SHX Text 35.91

AutoCAD SHX Text

3' TALL WOOD POST

AutoCAD SHX Text

4' TALL CONCRETE POST

AutoCAD SHX Text

4' TALL CONCRETE POST

AutoCAD SHX Text

'NO PARKING'

AutoCAD SHX Text

WOOD BENCH

AutoCAD SHX Text

3' TALL WOOD BENCH

AutoCAD SHX Text

TRASH CAN

AutoCAD SHX Text W

AutoCAD SHX Text

STEEL POST

AutoCAD SHX Text

'STOP'

AutoCAD SHX…

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