Bid_Plans.pdf

NEIGHBORHOOD CROSSINGS FY23

PROJECT NO. 23073-100

02/02/26

L IC E NS E

F L O R I D A

PLOTTING SYMBOLS

PROPOSEDEXISTINGAPPLICATION

PROPOSEDEXISTINGAPPLICATION

GENERAL LINESTYLES

APPROXIMATE

BENCH MARK, CITY CONTROLLED

BENCH MARK, TEMPORARY

BORING SITE

BUSH

CENTERLINE

CONCRETE MONUMENT

DELTA ANGLE

FOUND CONCRETE MONUMENT

FOUND IRON ROD

FOUND IRON PIPE

FOUND "X" CUT

NORTH ARROW

OVERLAND FLOW ARROW

REVISION

SURVEY NAIL AND DISK

SURVEY TRAVERSE POINT

SURVEY BASELINE

REVISION DESCRIPTION

B OR B/L L

N/A

N/A

N/A

N/A

N/A

N/A

℄ OR C/L

N/A

BASE LINE OF SURVEY

BUILDING WALL

CENTER LINE OF CONSTRUCTION

FENCE, LABEL HEIGHT AND TYPE

GUARD RAIL

HEDGE LINE, LABEL TYPE AND HEIGHT

TOP OF BANK

TREE OR WOOD LINE,

LABEL TYPE AND DIAMETER AT DBH

PROPOSEDEXISTINGAPPLICATION

PROPOSEDEXISTINGAPPLICATION

STRUCTURE SYMBOLSUTILITY POLE SYMBOLS

MANHOLE, CLEAN OUT

MANHOLE, ELECTRIC

MANHOLE, GAS

MANHOLE, SEWER

MANHOLE, STORM DRAIN

MANHOLE, TELEPHONE

METER, GAS

GUY WIRE/ANCHOR

JOINT USER POLE

LIGHT POLE

POWER POLE

TELEPHONE

P

G

S

D

T

G

CO

P

G

S

D

T

G

CO

TBM-BOX CUT

C.M.

CBM #XXXCBM #XXX

TBM-BOX CUT

℄ OR C/L

C.M

F.C.M.

FIP

FIR

FND. "X" CUT

N/A

BL OR B/L

S.D.

BL BL

N/A LC

PRESSURE PIPE SYMBOLS

APPLICATION EXISTING PROPOSED

AIR RELEASE

HYDRANT

HYDRANT & VALVE

METER, RECLAIMED WATER

METER, WATER

PLUG

REDUCER

TAP VALVE & SLEEVE

TEE

VALVE

VALVE W/BLOW OFF

UTILITY LINESTYLES

APPLICATION EXISTING PROPOSED

CABLE TV, BURIED

CABLE TV, OVERHEAD

FIBER OPTICS CABLE

FORCE MAIN

GAS MAIN

POWER, BURIED

POWER, OVERHEAD

RECLAIMED WATER

SANITARY SEWER

STORM DRAIN

TELEPHONE, BURIED

TELEPHONE, OVERHEAD

UNDERDRAIN

WATER MAIN

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

A

ABD ABANDONED

AC

ALT

APPROX

ASPH

ASPH CONC

AVE

ACRE

ALTERNATE

APPROXIMATE

ASPHALT

ASPHALTIC CONCRETE

AVENUE

B

BRIDGE BENCH MARKBBM

BC BOX CULVERT

B/C

BEG

BLDG

BLVD

BM

B.O.

BOT

BFV

B/W

B/L OR BL

BACK OF CURB

BEGIN

BUILDING

BOULEVARD

BENCH MARK

BLOW-OFF

BOTTOM

BUTTERFLY VALVE

BACK OF WALK

BASELINE OF SURVEY

C AND G

CB

CBM

CF

CI

CIP

C/L OR ℄

CIPL

CL

CLF

CM

CMP

CPP

CMPA

CO

CONC

CONST

CP

CSP

CTR

CY

CULV

CORR

CURB AND GUTTER

CATCH BASIN

CITY BENCH MARK

CUBIC FEET

CURB INLET

CAST IRON PIPE

CAST-IN-PLACE

CLEARANCE

CENTERLINE OF CONSTRUCTION

CONCRETE MONUMENT

CORRUGATED PLASTIC PIPE

CHAIN LINK FENCE

CORRUGATED METAL PIPE

CORRUGATED METAL PIPE ARCH

COUNTY OR CLEAN-OUT

CONCRETE

CONSTRUCT

CORRUGATED

CONCRETE PIPE

CORRUGATED STEEL PIPE

CENTER

CULVERT

CUBIC YARD

D

DBL

DEPT

DI

DIA

DIM

DIP

DOUBLE

DEPARTMENT

DROP INLET or DUCTILE IRON

DIAMETER

DIMENSION

DUCTILE IRON PIPE

E E

EA

EL OR ELEV

ELEC

EP

ESMT

E.W. OR E/W

EXIST

EAST

EACH

ELEVATION

ELECTRIC

EDGE OF PAVEMENT

EASEMENT

EACHWAY

EXISTING

FCM

FH

FIP

FIR

FL

F.M.

F/C

FOUND CONCRETE MONUMENT FIRE

HYDRANT

FOUND IRON PIPE

FOUND IRON ROD

FLOW LINE

FORCE MAIN

FACE OF CURB

F

G

GALV

GI

GSP

GR

GRND

GUT OR GTTR

GV

GALVANIZED

GRATE INLET

GALVANIZED STEEL PIPE

GRADE

GROUND

GUTTER

GATE VALVE

H

HDPE

HDWL

HNDRL

HP HW

HWY

HYD

HIGH DENSITY POLYETHYLENE PIPE

HEADWALL

HANDRAIL

HIGH POINT HIGH WATER

HIGHWAY

HYDRANT

I

IP

INSTL

INV

IRON PIPE

INSTALL

INVERT

J

JB JUNCTION BOX

L

LF LINEAR FEET

M (M)

MAX

MES

MH

MHW

MIN

MISC

MLW

MON

MPH

MSL

MEASURED DISTANCE

MAXIMUM

MITERED END SECTION

MANHOLE

MEAN HIGH WATER

MINIMUM

MISCELLANEOUS

MEAN LOW WATER

MONUMENT

MILES PER HOUR

MEAN SEA LEVEL

N N/A N

NE

NGVD

NIC

NW

NOT APPLICABLE

NORTH

NORTHEAST

NATIONAL GEODETIC VERTICAL DATUM

NOT IN CONTRACT OR NOT INCLUDED

NORTHWEST

O

OC

OVHD

ON CENTER

OVERHEAD

P (P)

PAVT/PVMT

PC

PI

PP

PVC

PVI

P/L OR PL

PLAT

PAVEMENT

POINT OF CURVATURE

POINT OF INTERSECTION

POWER POLE

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

PROPERTY LINE

R R

RCP

RCWM

RD

RDWY

RPM

RR OR R/R

R/W

RADIUS

REINFORCED CONCRETE PIPE

RECLAIMED WATER MAIN

ROAD

ROADWAY

RAISED PAVEMENT MARKER

RAILROAD

RIGHT-OF-WAY

S (CONT.)

SF OR SQ FT

SI OR SQ IN

SPEC

SY OR SQ YD

SR

ST

STA

STD

SW

S/W

SQUARE FOOT OR SQUARE FEET

SQUARE INCH

SPECIFICATION

SQUARE YARD

STATE ROAD

STREET

STATION

STANDARD

SOUTHWEST

SIDEWALK

T T

TBM

T.O.B.

T/C OR TOC

TEL

TWP

TYP

TANGENT

TEMPORARY BENCH MARK

TOP OF BANK

TOP OF CURB

TELEPHONE

TOWNSHIP

TYPICAL

U

UD

UG

UNDERDRAIN

UNDERGROUND

V

VAR

VC

VF

VCP

VERT

VARIES OR VARIOUS

VERTICAL CURVE

VERTICAL FOOT OR VERTICAL FEET

VITRIFIED CLAY PIPE

VERTICAL

W W

WM

WT

WEST

WATER MAIN

WATER TABLE, WEIGHT, OR WALL

C

D (CONT.)

DISP

DOT

DR

D/W

DWG

DISPOSAL

DEPARTMENT OF TRANSPORTATION

DRAIN

DRIVEWAY

DRAWING

S S

SAN

SD

SE

SECT

SEW

SOUTH

SANITARY

STORM DRAIN

SOUTHEAST

SECTION

SEWER

GENERAL NOTES

1. 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 UTILITY OWNERS 48 HOURS 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, 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

CENTURYLINK NETWORK RELATIONS (877) 366-8344 ext. 3 CHARTER COMMUNICATIONS DUFFY McCLELLAND (352) 527-2189

CITY OF ST. PETERSBURG JEFFREY RZEWNICKI (727) 892-5384

DUKE ENERGY NATHAN LAJEUNESSE (407) 629-1010

FRONTIER COMMUNICATIONS SCOTT HAND (813) 431-0328

KNOLOGY BROADBAND OF FLORIDA CORY RICHMOND (727) 422-8040

TECO - PEOPLES GAS JENNA JACKSON (813) 275-3794

UNITI FIBER/SOUTHERN LIGHT TERRY YOUNG (251) 422-3872

CITY OF ST. PETERSBURG:

WATER RESOURCES MICHAEL RENSHAW (727) 892-5660

ENG. CONST. TOM RICE (727) 551-3202

STORMWATER OPS/TRANSPORTATION OPS MARSHALL HAMPTON (727) 892-5187

NEIGHBORHOOD TRANS (727) 893-7843

SANITATION WILLIE JOSEPH (727) 893-7954

TRAFFIC SIGNALS KEVIN JACKSON (727) 893-7478

4. 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.

6. TREES WITHIN THE LIMITS OF THIS PROJECT THAT ARE TO REMAIN SHALL BE TRIMMED TO CONFORM TO SECTION 110, APPLICABLE ADA REQUIREMENTS AND FLORIDA DESIGN MANUAL SECTION 212.11. COST TO BE INCLUDED IN STANDARD CLEARING

AND GRUBBING.

7. ALL DISTURBED AREAS, INCLUDING AREAS OUTSIDE THE CONSTRUCTION LIMITS, SHALL BE RETURNED TO THEIR PRE-CONSTRUCTION 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 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 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.

11. 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 AT HIS

EXPENSE, UNDER THE DIRECTION OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR.

13. THE HORIZONTAL DATUM IS RELATIVE TO THE NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT (NAD83/2011). THE VERTICAL DATUM IS RELATIVE TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

14. 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 TIME.

15. 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 CONFLICTS WITH ACTUAL FIELD CONDITIONS AS UNCOVERED DURING CONSTRUCTION. FIELD ADJUSTMENT SHALL BE

COORDINATED WITH, AND APPROVED BY, THE ENGINEER IN WRITING PRIOR TO REALIGNMENT.

17. 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, UTILITES, EXISTING PAVEMENT, OR TO MINIMIZE TRENCH WIDTH, AT THE CONTRACTORS EXPENSE.

18. EXISTING SUBSURFACE UTILITY HORIZONTAL ALIGNMENTS WERE ESTABLISHED THROUGH THE USE OF AVAILABLE RECORDS AND THEREFORE, ARE SHOWN IN THERE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITY COMPANIES NO LATER THAN 48 HOURS PRIOR TO COMMENCING WORK IN A SPECIFIC AREA. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE VERIFICATION OF ALL UTILITY LOCATIONS WITHIN THE WORK AREA.

19. ATTENTION IS DIRECTED TO THE FACT THAT SOME PORTIONS OF STORM DRAIN DRAINAGE STRUCTURES OR STORM DRAIN PIPES

EXTEND INTO THE STABILIZED PORTION OF THE ROADWAY. EXTREME CAUTION SHOULD BE UTILIZED DURING STABILIZATION OPERATIONS AT THESE LOCATIONS. ADDITIONAL COMPACTED BASE MATERIAL MAY BE REQUIRED AT THE DIRECTION OF THE

ENGINEER.

20. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES

21. CONTRACTOR SHALL NOTIFY OWNER OF ANY DISCREPANCIES BETWEEN NOTES, PLANS, AND/OR SPECS DURING BIDDING.

DISCREPANCIES WILL BE RESOLVED BY THE ENGINEER.

22. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE PLANS, THE SPECIFICATIONS, AND CONTRACT DOCUMENTS.

23. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE STARTING WORK, NOTIFY ENGINEER OF

DISCREPANCIES.

24. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF CONSTRUCTION AND ERECTION OF STRUCTURAL

MATERIAL IS THE CONTRACTORS RESPONSIBILITY.

25. SPECIFIC REQUIREMENTS OF THE CITY OF ST. PETERSBURG CONTRACT SPECIFICATIONS AND STANDARDS ARE INCORPORATED

INTO CONTRACT DOCUMENTS BY REFERENCE.

26. SPECIFIC REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION’S ROADWAY AND TRAFFIC DESIGN STANDARDS AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ARE INCORPORATED INTO CONTRACT DOCUMENTS BY

REFERENCE.

27. ALL SPECIFICATION AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION.

28. CONTRACTOR SHALL PROTECT PROPERTY MARKERS, MONUMENTS AND TEMPORARY BENCHMARKS. THE CONTRACTOR’S REGISTERED SURVEYOR SHALL REPLACE TO EXISTING OR BETTER CONDITION ANY DISTURBED PROPERTY MARKERS, MONUMENTS

AND TEMPORARY BENCHMARKS.

29. ANY UNITED STATES COAST AND GEODETIC SURVEY (USC&GS) MONUMENT WITHIN LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND CONTACT THE GEODETIC INFORMATION CENTER ATTN.: MARK MAINTENANCE CENTER ATTN: N/CG-162 6001 EXECUTIVE BLVD. ROCKVILLE, MARYLAND 20852 (301) 443-8319.

30. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON-SITE AND SHALL BE RESPONSIBLE TO ADHERE TO ALL

PERMIT CONDITIONS DURING CONSTRUCTION.

31. PAYMENT FOR INCIDENTAL ITEMS NOT SPECIFICALLY LISTED IN THE INDIVIDUAL BID ITEMS SHALL BE INCLUDED IN THE

CONTRACT PRICES FOR BID ITEMS SHOWN.

32. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN BARRICADES, DANGER SIGNALS, AND SIGNS IN ALL AREAS WHERE

REQUIRED FOR THE PROTECTION OF THE WORK AND SAFETY OF THE PUBLIC.

33. ANY DAMAGE TO CITY, COUNTY OR STATE ROADS CAUSED BY THE CONTRACTOR'S HAULING OF EXCAVATION EQUIPMENT OR MATERIALS SHALL BE REPAIRED BY THE CONTRACTOR IN A TIMELY MANNER AND TO THE SATISFACTION OF THE ENGINEER.

PAYMENT SHALL NOT BE MADE FOR THIS WORK.

34. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER IN A TIMELY MANNER. PAYMENT

SHALL NOT BE MADE FOR THIS WORK.

35. UPON COMPLETION OF CONCRETE WORK, DEWATERING SHALL BE TERMINATED GRADUALLY TO AVOID RAPID UPWARD MOVEMENT

OF GROUND WATER.

36. MUCK/ORGANIC SOILS ENCOUNTERED DURING EXCAVATION SHALL BE STOCKPILED SEPARATELY AND PROTECTED FROM WEATHER

CONDITIONS FOR USE AS SUBSTRATE IN PLANTING AREAS.

37. THE CONTRACTOR SHALL PLACE CONSTRUCTION DEBRIS CONTROL DEVICES, BOOMS, TARPAULINS, FLOATS, STAGING, AND OTHER DEVICES AS NECESSARY AS TO PREVENT CONSTRUCTION DEBRIS FROM ENTERING THE WATER, AND AIR BORNE MATERIALS FROM LEAVING THE IMMEDIATE VICINITY OF THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN-UP OF ANY MATERIALS

DEPOSITED OUTSIDE THE WORK AREA.

38. CONTRACTOR SHALL CONFORM TO THE CITY OF ST. PETERSBURG NOISE CODE.

39. PIPE LENGTHS SHOWN ARE APPROXIMATE. LOCATIONS OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS SHALL BE ADJUSTED

ACCORDINGLY.

40. THE CONTRACTOR(S) PERFORMING TRENCH EXCAVATION ON THIS CONTRACT, IN EXCESS OF (5) FIVE FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE

DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES).

41. CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL TRAFFIC. EXCAVATION SHALL BE LIMITED TO THE AMOUNT OF STORMWATER, POTABLE WATER, SANITARY SEWER PIPE OR ANY OTHER SUBSURFACE UTILITY TO BE INSTALLED WITHIN THE SAME WORKING DAY.

TRENCHES SHALL BE BACKFILLED IN THE SAME DAY.

42. CONTRACTOR SHALL MAINTAIN AS-BUILT DRAWINGS IN GOOD ORDER AND LEGIBLE CONDITION TO BE CONTINUOUSLY MARKED UP AT THE JOB SITE. AS-BUILT DRAWINGS SHALL BE AVAILABLE FOR INSPECTION BY THE ENGINEER AT ALL TIMES DURING THE PROGRESS OF THE PROJECT. AS-BUILT DRAWINGS SHALL BE REVIEWED BY THE CITY INSPECTOR FOR ACCURACY AND COMPLIANCE

PRIOR TO SUBMITTAL OF MONTHLY PAY REQUESTS.

TRAFFIC CONTROL NOTES

1. THE TRAFFIC IS TO BE MAINTAINED IN THE URBAN SECTION OF THE PROJECT IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE FY 2023-24 FDOT STANDARD DESIGN INDICES 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 MAINTAINED BY THE CONTRACTOR

AT ALL TIMES FOR THE DURATION OF THE PROJECT.

3. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING:

FIRE DEPARTMENT (727) 893-7526

SUN STAR EMERGENCY CENTER DISPATCH (727) 582-2073

ST. PETERSBURG POLICE DISPATCH CENTER (727) 893-7780

PSTA TRANSPORTATION DEPARTMENT (727) 530-9921

PINELLAS COUNTY (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. DURING ALL CONSTRUCTION

ACTIVITIES

5. 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 DESIGN

STANDARDS (2023-24)

6. THE CONTRACTOR SHALL KEEP THE ROADWAY OPEN AT NIGHT.

PEDESTRIAN NOTES

1. EXISTING

SIDEWALK

ADJACENT

TO

THE

PROPOSED

SHALL

BE

SAW

CUT.

COST

OF

SAW

CUTTING

INCIDENTAL TO THE WORK BEING PERFORMED.

2. CONSTRUCTION

STAGING

NOT

TAKE

PLACE

IN

NOR

INTERFERE

WITH

ACCESS

OR

ACTIVITIES.

3. THE CONTRACTOR SHALL NOT STAGE OR STORE MATERIAL OR EQUIPMENT ON THE SIDEWALK.

4. NO CLOSURE OF THE SIDEWALK SHALL BE ALLOWED.

5. PEDESTRIAN

TRAFFIC

IS

MAINTAINED

AT

ALL

TIMES

DURING

CONSTRUCTION

PROCESS.

CONTRACTOR

RESPONSIBLE

FOR

ENSURING

THAT

SAFE,

UNOBSTRUCTED

ROUTE

EXISTS

PEDESTRIANS,

PER

FDOT

STANDARD

INDEX

NO.

102-660

NOTES FOR STORM STRUCTURES

1. ALL

PIPE

STUBS

FROM

STRUCTURES

FUTURE

CONNECTIONS,

INSTALLED

REMOVABLE

WATERTIGHT

PLUGS,

PLACED FROM WITHIN THE STRUCTURE.

2. FOR APPLICABLE RING AND COVER, SEE STANDARD DETAIL-MANHOLE RING AND COVER CASTING.

3. STORM STRUCTURES SHALL NOT HAVE OUTSIDE DROP CONNECTIONS.

4. PROVIDE

MINIMUM

8"

SOLID

WALL

BETWEEN

OPENINGS

PIPES.

SEAL

BETWEEN

AND

STRUCTURE

NON

SHRINK

GROUT.

5. ALL BRICK SHALL BE CONCRETE OR CLAY BRICK AND SHALL HAVE A MINIMUM 3/4" CEMENT PLASTER COATING ON ALL SURFACES.

6. BENCH SHALL SLOPE @ 1:12 MINIMUM.

7. PRECAST

CAST-IN-PLACE

MANHOLES,

CATCH

BASINS,

GRATE

INLETS

ARE

DESIGNED

MAXIMUM

DEPTH

FEET,

EXCESS

FEET,

AS

MEASURED

FINISHED

GRADE

INSIDE

BASE

SLAB,

REQUIRE

VERIFICATION

STRUCTURAL

DESIGN

SPECIFIC

MODIFICATIONS

REINFORCING

REQUIREMENTS

THE DEPTH REQUIRED.

8. PRIOR

PRECASTING

PRECASTER

SUBMIT

SITE

SPECIFIC

INDIVIDUAL

SHOP

DRAWINGS

APPROVAL.

SHOP

DRAWINGS

SUBMITTED

NON-STANDARD

THAT

DEVIATE

STANDARD

DETAILS

MUST BE DESIGNED AND CERTIFIED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER.

9. PRECAST MANHOLES SHALL CONSIST OF A LIMITED NUMBER OF SECTIONS, AS APPROVED BY THE ENGINEER.

10. ALL PRECAST STRUCTURES SHALL HAVE AN INTEGRAL FLOOR AND BASE RISER SECTION.

11. SEE STANDARD DETAIL-PRECAST STRUCTURE JOINT ASSEMBLY AND STRUCTURE SEALING.

12. ALL EXPOSED EDGES TO HAVE 3/4" CHAMFER.

13. ALL REINFORCING STEEL SHALL HAVE A MINIMUM 2" CONCRETE COVER, UNLESS NOTED ELSEWHERE.

14. ADDITIONAL

REINFORCEMENT

REQUIRED

TYPE

CATCH

BASIN

WALLS,

GRATE

INLETS,

II,

III,

IV,

V

MANHOLE

WALLS

CULVERT.

VERTICAL

HORIZONTAL

WALL

DISPLACED

DUE

REPLACED

ADDITIONAL

BARS

ABOVE,

BELOW,

ON

BOTH

SIDES

OPENING,

EQUAL

AREA

THOSE

DISPLACED.

REPLACEMENT

PLACED

3"

CLEARANCE

EDGES

OPENINGS.

NOTES FOR SANITARY STRUCTURES

1. ALL

MANHOLES

BRICK,

PRECAST

CONCRETE

FIBERGLASS

REINFORCED

POLYESTER

(FRP),

UNLESS

OTHERWISE

SHOWN

OR APPROVED BY THE ENGINEER.

2. ALL

STUBS

MANHOLES,

FUTURE

CONNECTIONS,

INSTALLED

REMOVABLE

WATERTIGHT

PLUGS,

PLACED FROM WITHIN THE MANHOLE.

3. ALL

I

CONE

SECTIONS

CONCENTRIC

RING

CASTING

CENTERED

STRUCTURE,

UNLESS

OTHERWISE

SHOWN

OR DIRECTED BY THE ENGINEER.

4. THE CONE SECTION OF TYPE I PRECAST MANHOLE SHALL BE PRECAST.

7. 7 DAYS ADVANCE NOTICE TO MOTORING PUBLIC REQUIRED FOR ALL ROAD CLOSURES AND DETOURS.

NOTES FOR SANITARY STRUCTURES (CONT.)

5. NO PIPE SHALL BE IN THE MANHOLE CONE SECTION.

6. ALL MANHOLES WITH SLAB TOP SHALL BE TYPE II, SEE STANDARD DETAIL-TYPE II MANHOLE TOP SLAB.

7. A DROP MANHOLE SHALL BE REQUIRED WHEN THE INVERT OF ANY INCOMING PIPE IS 24" OR MORE ABOVE THE INVERT OF THE

MANHOLE. ALL DROP PIPE SHALL BE ON THE OUTSIDE OF THE MANHOLE.

8. PRIOR TO MANUFACTURING STRUCTURES THE MANUFACTURER SHALL SUBMIT SITE SPECIFIC INDIVIDUAL SHOP DRAWINGS FOR APPROVAL. SHOP DRAWINGS SUBMITTED FOR NONSTANDARD STRUCTURES OR STRUCTURES THAT DEVIATE FROM THE STANDARD DETAILS MUST BE DESIGNED AND CERTIFIED BY A REGISTERED FLORIDA PROFESSIONAL ENGINEER.

9. PRECAST MANHOLES SHALL CONSIST OF A MINIMUM NUMBER OF SECTIONS, AS APPROVED BY THE ENGINEER.

10. ALL PRECAST STRUCTURES SHALL HAVE AN INTEGRAL FLOOR AND BASE RISER SECTION, SEE STANDARD DETAIL-TYPE I AND II

MANHOLE BASE AND WALL.

11. SEE STANDARD DETAIL-PRECAST STRUCTURE JOINT ASSEMBLY AND STRUCTURE SEALING.

12. ALL EXPOSED EDGES TO HAVE A 3/4" CHAMFER.

13. FOR THE APPLICABLE RING AND COVER, SEE STANDARD DETAIL-MANHOLE RING AND COVER CASTING.

14. PRECAST BASE SECTION SHALL BE INSTALLED ON A CONCRETE MAT WITHIN 2 HOURS OF PLACEMENT OF THE MAT.

15. ALL BRICK SHALL BE CLAY BRICK AND SHALL HAVE A MINIMUM 3/4" CEMENT PLASTER ON ALL SURFACES.

16. BENCH SHALL SLOPE @ 1:12 MINIMUM.

17. PRIOR TO MANUFACTURING OF FRP MANHOLE, MANUFACTURER SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR THE DESIGN OF INVERT AND BENCH AREA, PIPE CONNECTIONS, FABRICATION DETAILS AND INSTALLATION METHODS FOR APPROVAL.

18. ADDITIONAL REINFORCEMENT IS REQUIRED IN ALL TYPE II MANHOLE WALLS WITH OPENINGS FOR PIPES. THE VERTICAL AND HORIZONTAL WALL REINFORCEMENT DISPLACED DUE TO OPENINGS SHALL BE REPLACED WITH ADDITIONAL REINFORCEMENT BARS ABOVE, BELOW, AND ON BOTH SIDES OF OPENINGS, EQUAL IN AREA TO THOSE DISPLACED. REPLACEMENT REINFORCEMENT

SHALL BE PLACED WITH 3" CLEARANCE TO THE EDGES OF OPENINGS.

19. FRP MANHOLE INVERT AND BENCH SHALL BE CONCRETE.

20. FRP STIFFENING RIBS ARE REQUIRED AT 10' DEPTH OR MORE.

21. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE PROPERTY OWNERS A MINIMUM OF 48 HOURS IN ADVANCE OF ANY AND ALL DISRUPTIONS TO SANITARY SEWER SERVICE. DISRUPTION IN SERVICE TO ANY RESIDENCE SHALL NOT EXCEED FOUR (4) HOURS, AND SHALL ONLY BE OUT OF SERVICE DURING WORKING HOURS. DISRUPTION IN SERVICE TO ANY BUSINESS SHALL BE

COORDINATED WITH BUSINESS OWNER AND THE CITY.

22. CONTRACTOR TO PROVIDE PUMP-AROUND FOR ANY SANITARY SEWER MODIFICATION TO KEEP SANITARY SEWER IN OPERATION

AT ALL TIMES.

NOTES FOR PRESSURE PIPE

1. ALL PRESSURE PIPE MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS AS

SHOWN HEREIN, OR AS DIRECTED BY THE ENGINEER.

2. PIPE JOINT DEFLECTION SHALL NOT EXCEED 75% OF THE PIPE MANUFACTURE REQUIREMENTS.

3. THE CONTRACTOR SHALL ADJUST PIPELINE ALIGNMENTS HORIZONTALLY AND/OR VERTICALLY AS REQUIRED TO AVOID CONFLICTS WITH ACTUAL FIELD CONDITIONS AS UNCOVERED DURING CONSTRUCTION. FIELD ADJUSTMENTS SHALL BE COORDINATED WITH

AND APPROVED BY THE ENGINEER.

4. PRESSURE PIPE CLEARANCES SHALL BE AS FOLLOWS:

A) POTABLE WATER MAINS IN PARALLEL INSTALLATIONS SHALL MAINTAIN A MINIMUM 6 FEET AN PREFERABLY 10 FEET

OUTSIDE TO OUTSIDE HORIZONTAL CLEARANCE FROM ALL WASTEWATER GRAVITY MAINS, STORM DRAINS, AND

WASTEWATER FORCE MAINS.

B) POTABLE WATER MAINS WHERE CROSSING SHALL MAINTAIN A MINIMUM OF 12 INCHES AND PREFERABLY 18 INCHES OUTSIDE TO OUTSIDE VERTICAL CLEARANCE ABOVE ALL WASTEWATER GRAVITY MAINS, STORM DRAINS, AND WASTEWATER

FORCE MAINS.

C) POTABLE WATER MAINS SHALL MAINTAIN A MINIMUM OF 5 FOOT CENTER TO CENTER HORIZONTAL CLEARANCE OR 3 FOOT OUTSIDE TO OUTSIDE HORIZONTAL CLEARANCE, AND A MINIMUM OF 12 INCHES AND PREFERABLY 18 INCHES OUTSIDE TO

OUTSIDE VERTICAL CLEARANCE FROM RECLAIMED WATER MAINS.

D) RECLAIMED WATER MAINS SHALL MAINTAIN A MINIMUM OF 5 FOOT CENTER TO CENTER HORIZONTAL CLEARANCE OR 3 FOOT OUTSIDE TO OUTSIDE HORIZONTAL CLEARANCE, AND A MINIMUM OF 12 INCHES AND PREFERABLY 18 INCHES

OUTSIDE TO OUTSIDE VERTICAL CLEARANCE FROM WASTEWATER FORCE MAINS.

E) FULL LENGTH WASTEWATER FORCE MAIN PIPE SHALL BE CENTERED AT POTABLE WATER MAIN CROSSINGS SO THAT THE

WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE FORCE MAIN JOINTS.

5. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER REGARDING SHUTTING DOWN WATER MAINS. PROPER AND ADEQUATE NOTIFICATION MUST BE MADE TO PROPERTY OWNERS, BUT IN NO CASE SHALL LESS THAN 24 HOURS WRITTEN NOTICE

BE GIVEN.

6. THE OPENING AND/OR CLOSING OF EXISTING VALVES OR NEW VALVES INSTALLED IN PRESSURE PIPE SYSTEMS SHALL BE BY A

CITY SANITARIAN AFTER COORDINATION WITH THE ENGINEER.

7. THE CONTRACTOR SHALL PROVIDE NECESSARY EQUIPMENT AND LABOR TO MAKE TAPS IN PRESSURE PIPE MAINS WHERE TAPPING

SLEEVES AND VALVES ARE SHOWN ON THE PLANS.

8. ALL NEW DUCTILE IRON PRESSURE PIPE, FITTINGS, AND VALVE BODIES SHALL BE WRAPPED IN POLYETHYLENE IN ACCORDANCE

WITH ANSI/AWWA C105.

9. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT ALL EXISTING POTABLE AND RECLAIMED SERVICE LINES UNDER PAVEMENT OR ELSEWHERE IN THE CONSTRUCTION ZONE. REPLACE SERVICE LINES WHERE SHOWN OR DIRECTED BY THE ENGINEER. ALL RELOCATED SERVICE LINES SHALL BE RELOCATED SO THAT THE METER ASSEMBLY WILL NOT BE IN AN ALLEY, DRIVEWAY, OR OTHER VEHICULAR TRAVEL PATH.

10. ALL EXISTING POTABLE AND/OR RECLAIMED WATER SERVICE LINES SHALL BE TRANSFERRED TO THE NEW MAIN, UNLESS

OTHERWISE DIRECTED BY THE ENGINEER.

11. MAINTAIN A MINIMUM COVER OF 36 INCHES UNDER ROADWAYS, ALLEYS, AND DRIVEWAYS. MAINTAIN A MINIMUM OF 30 INCHES

OF COVER IN SODDED AND LANDSCAPED AREAS.

12. THRUST BLOCKING SHALL NOT BE USED, UNLESS ORDERED BY THE ENGINEER. RESTRAINED PIPE JOINTS SHALL BE USED. THE

LENGTH OF RESTRAINED JOINTS SHALL BE AS SHOWN ON THE PLANS.

13. SANITARY SEWER FORCE MAINS SHALL NOT USE GREATER THAN 45° BENDS FOR OFFSETS OR REALIGNMENT OF THE FORCE MAIN.

THE 45° BENDS SHALL HAVE A MINIMUM OF 5 FEET BETWEEN THEM, WHEN POSSIBLE.

MANHOLE NOTES

1. PRECAST MANHOLE SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE WITH LATEST EDITIONS OF ASTM C-478 WITH 4000

P.S.I. TYPE II CEMENT.

2. PRECAST CONCRETE MANHOLE BASES SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 P.S.I. AND SHALL

UTILIZE TYPE II CEMENT.

3. CONCRETE PLACED IN MANHOLE INVERTS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 P.S.I. AND SHALL

UTILIZE TYPE II CEMENT.

4. LIFT HOLES THROUGH PRECAST STRUCTURES ARE NOT PERMITTED.

5. ALL PIPE PENETRATIONS SHALL BE PRECAST OR CORE-DRILLED. THE PERIMETER OF PENETRATION SHALL NOT BE CLOSER THAN

12” TO A BARREL SECTION JOINT.

6. RUBBER BOOT TO BE USED AT ALL PIPE PENETRATIONS.

7. JOINT CONTACT SEALS SHALL BE PLACED AT ALL RISER JOINTS, ½” THICK WITH WIDTH AT LEAST ½ THE WALL THICKNESS.

8. THE INTERIOR OF THE ADJUSTMENT SECTION SHALL BE PLASTERED WITH ¾” ACID RESISTANT. MORTAR WHEN BRICK

ADJUSTMENT RING IS USED. OTHER APPROVED EQUAL CONSTRUCTION MAY BE CONSIDERED.

9. MANHOLE COVER SHALL BE WATERTIGHT OR EQUIPPED WITH AN INFLOW PROTECTOR IN SODDED AREAS.

10. BOTTOM BARREL AND BASE OF MANHOLE TO BE MONOLITHICALLY OR INTEGRALLY CAST.

11. SERVICE LATERALS TO MANHOLES SHALL BE TREATED AS MAINS (CORE DRILLED FOR PENETRATION AND FLOW CHANNEL SHALL BE

CONSTRUCTED).

12. PRECAST OR CORE-DRILLED PENETRATION DIAMETERS SHALL BE PER MANUFACTURER SPECIFICATIONS OR AS FOLLOWS:

a. 6” TO 8” FOR 4” DIAMETER PIPE

b. 10 TO 12” FOR 8“ DIAMETER PIPE

c. 16” FOR 12” DIAMETER PIPE

13. MATERIALS OF CONSTRUCTION, PLACEMENT, AND COMPACTION REQUIREMENTS FOR BEDDING MATERIALS SHALL MEET CITY OF

ST. PETERSBURG AND PINELLAS COUNTY SPECIFICATIONS.

14. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO THE FLOW STREAM.

15. PROPERLY SHAPED SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR

SMOOTH FLOWS.

UTILITIES NOTES

1. PRIVATE UTILITIES THAT ARE IN CONFLICT WITH THE PROPOSED CONSTRUCTION HEREIN SHALL BE RELOCATED BY THE UTILITY OWNER. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, CONTRACTOR SHALL COORDINATE THE SCHEDULE OF

RELOCATION TO ENSURE IT IS PERFORMED IN A TIMELY MANNER.

2. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTING POINTS (BEGINNING AND END), (LOCATION AND INVERTS) FOR UTILITIES PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER OF ANY DISCREPANCIES.

3. INFORMATION SHOWN ON THESE DRAWINGS AS TO THE LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER. HOWEVER, IT IS NOT GUARANTEED. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY AND CALL THE STATE OF FLORIDA 811 NOTIFICATION CENTER AT 811, A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION, CHARACTER AND DEPTH OF

ANY EXISTING UTILITIES.

4. UNLESS WRITTEN APPROVAL FROM THE ENGINEER IS PROVIDED, THE LOWEST PIPE SHALL BE INSTALLED FIRST WHEN UTILITIES

CROSS.

5. SANITARY SEWER GRAVITY LINES SHALL BE CONSTRUCTED OF PVC MATERIAL MEETING THE GENERAL SPECIFICATIONS OF ASTM

D3034, SDR 26.

6. WASTEWATER GRAVITY SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED POTABLE

WATER MAIN.

7. A THREE FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN A WASTEWATER GRAVITY/FORCE MAIN AND ALL

OTHER PIPELINE. THE DISTANCE SHALL BE MEASURED FACE TO FACE.

8. VERTICAL SEPARATION BETWEEN WASTEWATER SEWER MAINS CROSSING POTABLE WATER MAINS, RECLAIMED WATER MAINS, OR STORMWATER LINES SHALL BE MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE SEPARATION OF THE LINES.

9. GRAVITY SEWER PIPE AND FITTINGS SHALL BE MADE OF PVC MATERIAL HAVING A CELL CLASSIFICATION OF 1254B, 12454 C OR 13354 B AS DEFINED IN ASTM D1784. SDR 26 PVC PIPE AND FITTINGS SHALL BE USED IN THE GRAVITY SEWER SYSTEM AND SHALL

MEET REQUIREMENTS OF ASTM D3034.

10. MORTAR FOR PIPE, MANHOLE ADJUSTMENT RINGS AND BRICK JOINTS SHALL BE COMPOSED OF PORTLAND CEMENT AND SAND, CONFORMING TO ASTM C270

A) MORTAR SHALL CONSIST OF ONE PART PORTLAND CEMENT TYPE II CONFORMING TO ASTM C150, AND TWO (2) PARTS BY

VOLUME OF WASHED SILICA MORTAR SAND CONFORMING TO ASTM C144

B) LIME SHALL NOT BE USED.

11. NO PIPE SHALL BE LAID WHEN TRENCH CONDITIONS OR THE WEATHER IS UNSUITABLE FOR SUCH WORK.

12. MANHOLE BASE SECTIONS SHALL BE SET IN THE LEVELING COURSE OF CRUSHED STONE SUBBASE COMPACTED TO NOT LESS THAN 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST ASTM D1557.

13. THE TRENCH BACKFILL DENSITY FOR ALL STAGES SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 (ASTM D1557 – MODIFIED PROCTOR) WITH A MINIMUM 2% TOLERANCE. THERE SHALL BE MINIMUM OF ONE TEST

BETWEEN STRUCTURES AND NOT TO EXCEED 500 FEET HORIZONTALLY.

14. ELECTRONICALLY DETECTABLE TAPE SHALL BE INSTALLED IN TRENCHES ABOVE ALL PVC PIPING APPROXIMATELY 18 INCHES

ABOVE THE PIPE.

15. CUTS FOR UTILITY REPLACEMENT OR RELOCATION SHALL BE RESTORED AS SOON AS THE REPLACEMENT OR RELOCATION IS

COMPLETED.

16. PIPE LENGTHS SHOWN ARE APPROXIMATE. LOCATIONS OF STRUCTURES SHALL GOVERN AND PIPE LENGTHS SHALL BE ADJUSTED

ACCORDINGLY.

17. IN THE CONTRACT DOCUMENTS, CONTRACTOR SHALL COORDINATE THE SCHEDULE OF RELOCATION TO ENSURE IT IS PERFORMED

IN A TIMELY MANNER.

18. THE POLYETHYLENE TUBING FOR THE HOSE BIB SHALL BE SDR-9 200 PSI.

19. THREE INCH AND SMALLER HDPE TUBING SHALL BE PERFORMANCE PIPES “DRISCOPLEX”, ENDOT “ENDOPURE”, VANGUARD

“BRUISER”, OR APPROVED EQUAL.

20. THE CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING PROPERLY AT

THE TIME OF ACCEPTANCE.

SEDIMENTATION AND EROSION CONTROL NOTES

1. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE AND

MAINTAINED THROUGH PROJECT COMPLETION.

2. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION WILL BE MINIMIZED. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS SHALL BE COMPLIED WITH AT ALL TIMES.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION AND WATER POLLUTION RESTORATION EFFORTS.

4. ALL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THESE DRAWINGS ARE FOR START-UP AND REFERENCE.

LOCATIONS MAY BE MODIFIED IN THE FIELD PER THE ENGINEER’S APPROVAL.

5. CONTRACTOR SHALL MAINTAIN SEDIMENT AND EROSION CONTROL MEASURES IN ACCORDANCE WITH THE CITY OF ST.

PETERSBURG AND THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD).

6. CONTRACTOR SHALL PROVIDE DUST CONTROL AND PROTECT ADJACENT PROPERTIES FROM THE ACCUMULATION OF SOIL, DEBRIS

AND GARBAGE.

7. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A "STORMWATER POLLUTION PREVENTION PLAN" (SPPP) FOR THE OWNER'S APPROVAL AND SUBMIT THE SPPP ALONG WITH A NOTICE OF INTENT FDEP FORM 62-621.300(4)(B) TO THE

NPDES STORMWATER NOTICES CENTER.

GENERAL LANDSCAPING NOTES

1. ALL PLANT MATERIALS TO BE FLORIDA #1 OR BETTER QUALITY, INSTALLED TO HIGHEST NURSERY STANDARDS.

2. MULCH TO BE RECYCLED WOOD MULCH, UNLESS OTHERWISE SPECIFIED. MULCH SHALL BE INSTALLED TO A MINIMUM OF 3" THICK

IN ALL PLANTING AREAS.

3. SOD TO BE 95% WEED FREE: ARGENTINE BAHIA OR ST. AUGUSTINE "FLORATAM", AS SPECIFIED ON THE PLANS. SOD TO BE INSTALLED WITH TIGHT JOINTS, ROLLED AND FERTILIZED AT TIME OF INSTALLATION. ALL AREAS DISTURBED DURING PLANT REMOVAL AND/OR PLANTING WORK SHALL BE FILLED AND GRADED TO MATCH THE ADJACENT GRADE AND SODDED AS REQUIRED TO COVER ANY EXPOSED GROUND. SODDED AREAS SHALL BE INCLUDED IN THE ESTABLISHED WATERING PERIOD.

4. ALL DIMENSIONS TO BE FIELD CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO CONSTRUCTION, WITH ANY DISCREPANCIES

REPORTED IMMEDIATELY TO THE ENGINEER.

5. ALL MATERIALS MUST BE AS SPECIFIED ON THE LANDSCAPE PLAN. IF MATERIALS OR LABOR DO NOT ADHERE TO THE SPECIFICATIONS, THEY WILL BE REJECTED BY THE ENGINEER WITH PROPER INSTALLATION CARRIED OUT BY THE CONTRACTOR

AT NO ADDITIONAL COST TO THE CITY.

6. NO SUBSTITUTIONS OR CHANGES OF ANY KIND WILL BE MADE AT THE TIME OF BIDDING, SO AS TO PROVIDE FOR EQUAL AND

FAIR BID COMPARISONS.

7. ALL PERMITS NECESSARY ARE TO BE OBTAINED BY THE INSTALLING CONTRACTOR, UNLESS OTHERWISE SPECIFICALLY STATED IN

THE SPECIFICATIONS.

8. NO CONTRACTOR IDENTIFICATION SIGNS SHALL BE PERMITTED ON THE PROJECT.

9. CAREFULLY REVIEW THE LANDSCAPE SPECIFICATIONS. THE INSTALLATION CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL

ITEMS CONTAINED THEREIN.

10. ALL PLANT MATERIALS SHALL HAVE A ONE YEAR WARRANTY UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.

ENVIRONMENTAL NOTES

1. THE CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS TO THE PINELLAS COUNTY AND CITY OF ST. PETERSBURG

LANDSCAPING AND TREE ORDINANCES AND THE SITE CLEARING AND ALTERATION ORDINANCES.

2. SPECIAL CARE IS TO BE TAKEN SO TREES TO BE PRESERVED REMAIN UNHARMED DURING CONSTRUCTION.

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3.132.87

3.10 2.85

2' CURB & GUTTER2' CURB & GUTTER2' CURB & GUTTER

2' CURB & GUTTER 2' CURB & GUTTER

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

3.24 2.76

2.682.6514

2.81

6" C

LAY

8"

W

W

" 1

3"

"12

"1 5"

TV

R C

W

W

W

W

" 10

G

SIG

N

SPEED

LIM

IT

APPAR

EN

T R

IG

H T-O

F-W

AY

APPAR

EN

T R

IG

H T-O

F-W

AY

APPARENT RIGHT-OF-WAY

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK CONCRETE

DRIVEWAY

CONCRETE SIDEWALK

APPARENT RIGHT-OF-WAY

SIG

N

BU

S STO

P

VAU

LT

VAULT

D-3

D-1

D -2

STO

P SIG

N

3 3 3

3 3

3 101

142514

23"x14" ER C

P

18" RCP

10" STEEL

10" STEEL

6" CLAY

15" RCP

C O

N C

R

ETE D

R

IVEW

AY

3' C

LF

3.87 2.97

3.26 2.85

3.393.04

3.39 3.04

3.292.86

3.23 2.97

3.37 3.05

3.13 2.82

3.49 3.19

3.403.05

3.363.03

3.332.99

3.32 3.023.28 2.99

3.322.99

3.132.94

3.202.88

3.132.87

3.10 2.85

2' CURB & GUTTER2' CURB & GUTTER2' CURB & GUTTER

2' CURB & GUTTER 2' CURB & GUTTER

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

3.24 2.76

2.682.6514

2.81

6" C

LAY

" 1

3"

"12

"1 5"

TV

R C

W

SIG

N

SPEED

LIM

IT

APPAR

EN

T R

IG

H T-O

F-W

AY

CONCRETE SIDEWALK

CONCRETE SIDEWALK

VAU

LT

VAULT

D-1

D -2

3 3 3

23"x14" ER C

P

18" RCP

15" RCP

C O

N C

R

ETE D

R

IVEW

AY

3.23 2.97

3.37 3.05

3.13 2.82

3.49 3.19

3.403.05

3.332.99

3.22.88

3.132.87

3.10 2.85

2' CURB & GUTTER

2' CURB & GUTTER

6" VER

TIC

AL C

U

R B

3.24 2.76

2.682.6514

6" C

LAY

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

VAU

VAU

VA

8"

W

W

W

W

" 10

G

APPAR

EN

T R

IG

H T-O

F-W

AY

APPARENT RIGHT-OF-WAY

CONCRETE SIDEWALK

CONCRETE

DRIVEWAY

CONCRETE SIDEWALK

APPARENT RIGHT-OF-WAY

SIG

N

BU

S STO

P

D-3

STO

P SIG

N

3 101

10" STEEL

10" STEEL

6" CLAY

3' C

LF

3.87 2.97

3.26 2.85

3.393.04

3.39 3.04

3.292.86

3.363.03

3.32 3.023.28 2.99

3.322.99

3.132.94

3 2088 2' CURB & GUTTER2' CURB & GUTTER

2' CURB & GUTTER

6" VER

TIC

AL C

U

R B

2.81

1017 10

W

W

9"

W

E

W

E W

W

W

W

8"

W

SIG

N

N

O

TR

U C

K

STO

P

SIG

N

SIG

N

D

EAD

EN

D

D-2

SIG

N

BU

S STO

P

APPAR

EN

T R

IG

H T-O

F-W

AY

APPARENT RIGHT-OF-WAY

STO

P

SIG

N

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK CONCRETE SIDEWALK

2' CURB & GUTTER

2' CURB & GUTTER2' CURB & GUTTER

2' CURB & GUTTER

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

12" RCP

15" R

C P

6" PLASTIC PIPE

15" RCP

6" PLASTIC PIPE

APPARENT RIGHT-OF-WAY

D-3 D-1

C O

LU

M

N

5.02 4.71

5.12 4.80

5.14 4.80

4.964.62

4.76 4.54

4.45 4.54

5.06 4.77

5.16

4.90 5.25

4.93

5.68 5.20

5.46 5.19

4.78 4.62

4.724.36

4.75 4.40

5.62 5.12

5.44 5.04

4.78 4.42

4.55 4.22

4.80 4.42

4.874.42

4.784.44

SER

VIC

E

BO

X

5.194.80

APPARENT RIGHT-OF-WAY

4.46 4.42

4.85

4.81 4.984.82

4.69 4.65

1017 10

W

W

9"

W

E

W

E W

W

W

W

8"

W

SIG

N

N

O

TR

U C

K

STO

P

SIG

N

SIG

N

D

EAD

EN

D

D-2

SIG

N

BU

S STO

P

STO

P

SIG

N

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK CONCRETE SIDEWALK

2' CURB & GUTTER

2' CURB & GUTTER2' CURB & GUTTER

2' CURB & GUTTER

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

12" RCP

15" R C

P

6" PLASTIC PIPE

15" RCP

6" PLASTIC PIPE

D-3

D-1

C O

LU

M

N

5.02 4.71

5.12 4.80

5.14 4.80

4.964.62

4.76 4.54

4.45 4.54

5.06 4.77

5.16

4.90 5.25

4.93

5.68 5.20

5.46 5.19

4.78 4.62

4.494.19 4.654.35

4.724.36

4.75 4.40

5.62 5.12

5.44 5.04

4.78 4.42

4.55 4.22

4.80 4.42

4.874.42

4.784.44

SER

VIC

E

BO

X

5.194.80

4.46 4.42

4.85

4.81 4.984.82

4.69 4.65

1017 10

W

W

9"

W

E

W

E W

W

W

W

8"

W

SIG

N

N

O

TR

U C

K

STO

P

SIG

N

SIG

N

D

EAD

EN

D

D-2

SIG

N

BU

S STO

P

STO

P

SIG

N

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK CONCRETE SIDEWALK

2' CURB & GUTTER

2' CURB & GUTTER2' CURB & GUTTER

2' CURB & GUTTER

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

6" VER

TIC

AL C

U

R B

12" RCP

15" R C

P

6" PLASTIC PIPE

15" RCP

6" PLASTIC PIPE

D-3

D-1

C O

LU

M

N

5.02 4.71

5.12 4.80

5.14 4.80

4.964.62

4.76 4.54

4.45 4.54

5.06 4.77

5.16

4.90 5.25

4.93

5.68 5.20

5.46 5.19

4.78 4.62

4.494.19 4.654.35

4.724.36

4.75 4.40

5.62 5.12

5.44 5.04

4.78 4.42

4.55 4.22

4.80 4.42

4.874.42

4.784.44

SER

VIC

E

BO

X

5.194.80

4.46 4.42

4.85

4.81 4.984.82

4.69 4.65

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

DEAD

END

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

DEAD

END

" 1

1"

W

W

T

W

TV

G

W

W

W

W

2' CURB & GUTTER

2' CURB & GUTTER

2' CURB & GUTTER

2' C U

R B & G

U

TTER

2' C U

R B & G

U

TTER

VAULT

VAULT

VAULT

BIKE LANE

NO OUTLET

STO

P

SIG

N

STO

P

SIG

N

STO

P

SIG

N

APPARENT RIGHT-OF-WAY

APPARENT RIGHT-OF-WAYAPPARENT RIGHT-OF-WAY

APPARENT RIGHT-OF-WAY

APPAR

EN

T R

IG

H T-O

F-W

AY

APPAR

EN

T R

IG

H T-O

F-W

AY

APPAR

EN

T R

IG

H T-O

F-W

AY

79CONCRETE

DRIVEWAY

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALKCONCRETE SIDEWALK

C O

N C

R

ETE SID

EW

ALK

TO

P O

F BAN

K

TO

P O

F BAN

K

2' CURB & GUTTER

18" RCP

18" RCP

15" R C

P

18" RCP 18" RCP

6" VER

TIC

AL C

U

R B

24"x37" RCP

-1

D -1

D -2

D-3

D-4

D -5

D -6 D-7

6" PLASTIC PIPE

7' W x 2' H BO

X CULVERT

7' W x 2' H BO

X CULVERT

6" PLASTIC

6" PLASTIC

6" PVC

SIGN:

DOUBLE ARROW

D-8

C

AN

AL

LO

T 26

LO

T 22

LO

T 12

APPAR

EN

T R

IG

H T-O

F-W

AY

D-9

D-10

COLUMN

4.273.89

4.123.76

4.083.71

3.973.68

4.093.80

3.993.64

3.94 3.70

3.97 3.59

3.67 3.33

3.58 3.10

3.58 3.01

3.88 3.79

3.81

3.59 4.27

3.92

4.22 3.86

4.09 3.66

4.21 3.91

3.77 3.72

3.51 3.26

3.633.61

3.77 3.68

3.40 3.21

3.84 3.80

VVH10

VVH10

G

" 1

1"

W

W

T

W

TV

G

W

W

W

W

2' CURB & GUTTER

2' CURB & GUTTER

2' CURB & GUTTER

2' C U

R B & G

U

TTER

2' C U

R B & G

U

TTER

VAULT

VAULT

VAULT

BIKE LANE

NO OUTLET

STO

P

SIG

N

STO

P

SIG

N

STO

P

SIG

N

APPARENT RIGHT-OF-WAY

APPARENT RIGHT-OF-WAYAPPARENT RIGHT-OF-WAY

APPARENT RIGHT-OF-WAY

APPAR

EN

T R

IG

H T-O

F-W

AY

APPAR

EN

T R

IG

H T-O

F-W

AY

APPAR

EN

T R

IG

H T-O

F-W

AY

79CONCRETE

DRIVEWAY

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALKCONCRETE SIDEWALK

C O

N C

R

ETE SID

EW

ALK

TO

P O

F BAN

K

TO

P O

F BAN

K

2' CURB & GUTTER

18" RCP

18" RCP

15" R C

P

18" RCP 18" RCP

6" VER

TIC

AL C

U

R B

24"x37" RCP

-1

D -1

D -2

D-3

D-4

D -5

D -6 D-7

6" PLASTIC PIPE

7' W x 2' H BO

X CULVERT

7' W x 2' H BO

X CULVERT

6" PLASTIC

6" PLASTIC

6" PVC

SIGN:

DOUBLE ARROW

D-8

C

AN

AL

APPAR

EN

T R

IG

H T-O

F-W

AY

D-9

D-10

COLUMN

4.273.89

4.123.76

4.083.71

3.973.68

4.093.80

3.993.64

3.94 3.70

3.97 3.59

3.67 3.33

3.58 3.10

3.58 3.01

3.88 3.79

3.81

3.59 4.27

3.92

4.22 3.86

4.09 3.66

4.21 3.91

3.77 3.72

3.51 3.26

3.633.61

3.77 3.68

3.40 3.21

3.84 3.80

VVH10

VVH10

G

" 1

1"

W

W

T

W

TV

G

W

W

W

W

2' CURB & GUTTER

2' CURB & GUTTER

2' CURB & GUTTER

2' C U

R B & G

U

TTER

2' C U

R B & G

U

TTER

VAULT

VAULT

VAULT

BIKE LANE

NO OUTLET

STO

P

SIG

N

STO

P

SIG

N

STO

P

SIG

N

APPARENT RIGHT-OF-WAY

APPARENT RIGHT-OF-WAYAPPARENT RIGHT-OF-WAY

APPARENT RIGHT-OF-WAY

APPAR

EN

T R

IG

H T-O

F-W

AY

APPAR

EN

T R

IG

H T-O

F-W

AY

APPAR

EN

T R

IG

H T-O

F-W

AY

79CONCRETE

DRIVEWAY

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CONCRETE SIDEWALKCONCRETE SIDEWALK

C O

N C

R

ETE SID

EW

ALK

TO

P O

F BAN

K

TO

P O

F BAN

K

2' CURB & GUTTER

18" RCP

18" RCP

15" R C

P

18" RCP 18" RCP

6" VER

TIC

AL C

U

R B

24"x37" RCP

-1

D -1

D -2

D-3

D-4

D -5

D -6 D-7

6" PLASTIC PIPE

7' W x 2' H BO

X CULVERT

7' W x 2' H BO

X CULVERT

6" PLASTIC

6" PLASTIC

6" PVC

SIGN:

DOUBLE ARROW

D-8

C

AN

AL

APPAR

EN

T R

IG

H T-O

F-W

AY

D-9

D-10

COLUMN

4.273.89

4.123.76

4.083.71

3.973.68

4.093.80

3.993.64

3.94 3.70

3.97 3.59

3.67 3.33

3.58 3.10

3.58 3.01

3.88 3.79

3.81

3.59 4.27

3.92

4.22 3.86

4.09 3.66

4.21 3.91

3.77 3.72

3.51 3.26

3.633.61

3.77 3.68

3.40 3.21

3.84 3.80

VVH10

VVH10

G

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

NO

OUTLET

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

R

AUULTLT

NO

OUTLET

501350

TV

W

T

TV

W

W

WW

W

IN

BIKE LAN

E

SIG

N

BIKE

LAN

E

2' CURB & GUTTER

2' C U

R B & G

U

TTER

VAULT

VAULT

VAULT VAU

LT

VAU

LT

VAULT

2' C U

R B & G

U

TTER

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CO

NCRETE DRIVEW

AY

CONCRETE SIDEWALK

CONCRETE SIDEWALK

6" VER

TIC

AL C

U

R B

D -1

D-2

C O

N C

R

ETE D

R

IVEW

AY

C O

LU

M

N

APPAR

EN

T R

IG

H T-O

F-W

AY

APPARENT RIGHT-OF-W

AY

18" RCP

18" R C

P

24" RCP

6' CLF

APPAR

EN

T R

IG

H T-O

F-W

AY

6" VER

TIC

AL C

U

R B

6" VERTICAL CURB

STO

P

SIG

N

16.25 15.9116.32

16.13

15.89 15.45

16.08 15.64

16.37

15.92

2' CURB & GUTTER

15.8615.45

15.92 15.52

15.77 15.61

15.93 15.71

16.17 15.69

16.1515.70

16.08 15.66

15.88

15.64 15.84

15.63

16.74

16.30

16.54 16.17

16.30 16.01

16.21

15.80

16.14 15.72

16.21 15.84

16.2516.26

38"x24" ERCP

STOP

SIGN

16.03 16.08

APPAR

EN

T R

IG

H T-O

F-W

AY

APPARENT RIGHT-OF-WAY

501350

TV

W

T

TV

W

W

WW

W

IN

BIKE LAN

E

SIG

N

BIKE

LAN

E

2' CURB & GUTTER

2' C U

R B & G

U

TTER

VAULT

VAULT

VAULT VAU

LT

VAU

LT

VAULT

2' C U

R B & G

U

TTER

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CO

NCRETE DRIVEW

AY

CONCRETE SIDEWALK

CONCRETE SIDEWALK

6" VER

TIC

AL C

U

R B

D -1

D-2

C O

N C

R

ETE D

R

IVEW

AY

C O

LU

M

N

18" RCP

18" R C

P

24" RCP

6' CLF

6" VER

TIC

AL C

U

R B

6" VERTICAL CURB

STO

P

SIG

N

16.25 15.9116.32

16.13

15.89 15.45

16.08 15.64

16.37

15.92

2' CURB & GUTTER

15.8615.45

15.92 15.52

15.77 15.61

15.93 15.71

16.17 15.69

16.1515.70

16.08 15.66

15.88

15.64 15.84

15.63

16.74

16.30

16.54 16.17

16.30 16.01

16.21

15.80

16.14 15.72

16.21 15.84

16.2516.26

38"x24" ERCP

STOP

SIGN

16.03 16.08

501350

TV

W

T

TV

W

W

WW

W

IN

BIKE LAN

E

SIG

N

BIKE

LAN

E

2' CURB & GUTTER

2' C U

R B & G

U

TTER

VAULT

VAULT

VAULT VAU

LT

VAU

LT

VAULT

2' C U

R B & G

U

TTER

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CO

NCRETE DRIVEW

AY

CONCRETE SIDEWALK

CONCRETE SIDEWALK

6" VER

TIC

AL C

U

R B

D -1

D-2

C O

N C

R

ETE D

R

IVEW

AY

C O

LU

M

N

18" RCP

18" R C

P

24" RCP

6' CLF

6" VER

TIC

AL C

U

R B

6" VERTICAL CURB

STO

P

SIG

N

16.25 15.9116.32

16.13

15.89 15.45

16.08 15.64

16.37

15.92

2' CURB & GUTTER

15.8615.45

15.92 15.52

15.77 15.61

15.93 15.71

16.17 15.69

16.1515.70

16.08 15.66

15.88

15.64 15.84

15.63

16.74

16.30

16.54 16.17

16.30 16.01

16.21

15.80

16.14 15.72

16.21 15.84

16.2516.26

38"x24" ERCP

STOP

SIGN

16.03 16.08

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

SPEED

LIM

IT

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

C R

O

SS W

ITH

C

AU

TIO

N

W

AIT FO

R

TR

AFFIC

TO

STO

P

SPEED

LIM

IT

NOTES:

1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES (S40-1).

2. SEE STANDARD DETAILS-CATCH BASIN FLOW LINE TRANSITIONS (S40-33) AND CATCH BASIN THROAT

CONFIGURATION (S40-32).

3. FOR SECTION PLAN VIEW, SEE STANDARD DETAIL-CATCH BASIN GENERAL (S40-36).

4. COMPENSATE FOR BASIN COVER AND WING, PITCH, AND SLOPE AS REQUIRED.

5. SLOPE BASIN AND WING COVER 1/4" TO 1/2" PER FOOT. COVERS TO MATCH SLOPE IF IN SIDEWALK.

6. REFERENCE POINT=INTERFACE BETWEEN WING COVER AND WING SHELF AT THE FACE.

=MINIMUM DIMENSION,

FIELD ADJUST AS

REQUIRED, SEE NOTE 4 SECTION D-D

REINF.-#4 @ 6" OC/EW, PLACE IN

MIDDLE OF SLAB AND WALLS

9-1/2"*

1'

-1 /2

6"

1" TO 2"*, SEE NOTE 4

1-1/2" BEVEL

6" TYPICAL

8" 8"2'-8"

4'-0"

TO ROADWAY

SECTION E-E

2- 1/

2"

5- 1/

2" 6- 1/

2"

1'

-1 /2

1' -1

"1" 8" 9"

TOP OF CURB

THROAT INVERT

WING COVER

10" 6"

TO ROADWAY

9-1/2"*

1'

-1 /2

6"

1" TO 2"*, SEE NOTE 4

1-1/2" BEVEL

6" TYPICAL8"

2- 1/

2"

5- 1/

2" 6- 1/

2"

1'

-1 /2

1' -1

"1" 8" 9"

TOP OF CURBWING COVER

6"

THROAT INVERT

1' 5-1/2"

REINFORCEMENT

1-1/2" BEVEL

TOP OF CURB

1" 8" 9"

1' -1

WING COVER THROAT INVERT

1" 1'

-1 " 6"

6"

8" 3'-6" 4'-10"

8"

BASIN COVER

SEE NOTE 6

REINF.-#4 @ 6" OC/EW, PLACE IN

MIDDLE OF SLAB AND WALLS

6"

SECTION C-C

CITY OF ST. PETERSBURG STANDARD DETAIL S40-48 CITY OF ST. PETERSBURG STANDARD DETAIL S40-49

NOTES:

1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES (S40-1).

2. NOSING SHALL BE USED WHERE SHOWN ON THE PLANS OR WHEN BASIN IS IN CURB RADII.

3. REINFORCEMENT SHOWN IS FOR STANDARD SIZES SHOWN. MAINTAIN REINFORCMENT SIZE,

AND SPACING, AND ADD ADDITIONAL BARS FOR MODIFIED STRUCTURES.

6" 6"

6" 6" 6" 6" 6" 6" 2"2"

2" 2"

2-3/8" EACH

#7 BARS/EW

#4 BARS/EW

TYPICAL SECTION C-C

TYPICAL SECTION E-E

6" 6" 6" 6" 6" 6"

2" 2"

2" 2"

1-7/8" EACH

1/2" RADII

4-3/8"

1-3/4" EACH

1-7/8"

2"

TYPICAL SECTION E-ETYPICAL SECTION C-C

1-1/2"4" 8"

8"

8"

8" 8"

8"1-1/2" 1-1/2" 1-1/2" 1-1/2" 1-1/2" 9-1/2"

9- 1/

2"

6- 1/

2"

4'-6" 4'-0"

BOTTOM REINFORCEMENT-#7 E/W

SEE NOTE 2

ADDITIONAL #4 BAR

3" COVER

SEE NOTE 2

TOP REINFORCEMENT-#4 E/W

C

E

E

C

CITY OF ST. PETERSBURG STANDARD DETAIL S40-58

NOTES:

1. FOR GENERAL NOTES, SEE STANDARD DETAIL-STORM STRUCTURE NOTES (S40-1).

2. ALL BASIN AND WING COVERS SHALL BE REMOVABLE. EDGES AND SEAMS SHALL NOT BE GROUTED.

3. ACCESS OPENING SHALL BE REQUIRED AT EACH CATCH BASIN STRUCTURE. STRUCTURES WITH MULTIPLE

COVERS, ACCESS OPENING SHALL BE ALIGNED WITH CENTER LINE OF THE LARGEST PIPE IN STRUCTURE.

4. PRE-CAST CATCH BASINS, UPPER 24" SHALL BE CAST IN PLACE.

5. SEE STANDARD DETAIL-TYPE I THRU V TYPICAL CATCH BASIN SECTIONS (S40-38).

6. SEE STANDARD DETAIL-TYPE I THRU V CATCH BASIN BASE AND WALL (S40-39).

7. SEE STANDARD DETAIL-CATCH BASIN COVER SLAB REINFORCING PLAN VIEW (S40-40).

8. SEE STANDARD DETAIL-CATCH BASIN COVER SLAB SECTIONS AND REINFORCING (S40-41).

9. SEE STANDARD DETAIL-TYPICAL WING ASSEMBLY (S40-47).

10. SEE STANDARD DETAIL-TYPICAL WING SHELF SECTIONS (S40-48).

11. SEE STANDARD DETAIL-WING COVER SLAB SECTIONS AND REINFORCING (S40-49).

12. SEE STANDARD DETAIL-CATCH BASIN THROAT CONFIGURATION (S40-32).

13. REFERENCE POINT=INTERFACE BETWEEN WING COVER AND WING SHELF AT THE FACE.

14. MAKE TOP SLAB PERFECTLY LEVEL.

TYPICAL ASSEMBLY OF UPPER COMPONENTS

STANDARD CATCH BASIN TYPES

TYPE V G2 TYPE V G3-M TYPE V G5-M2

TYPE lV G TYPE lV G2-M TYPE lV G4-M2

TYPE lll G TYPE lll G2-M TYPE lll G3-M2

TYPE ll G TYPE ll G2-M TYPE ll G2-M2

TYPE l G TYPE l G-M TYPE l G-M2

BASIN COVER SLAB, W/O WING

BASIN COVER SLAB, W/ WING

THROAT PITCH

BASIN THROAT

SEE NOTE 4

TYPE I, II, AND III RISER

TYPE IV AND V RISER

GRATE FRAME AND GRATE ACCESS OPENING

(SQUARE) SEE STANDARD DETAIL S40-59 ONLY

WING COVER SLAB

1-1/2" BEVEL

WING THROAT

SEE NOTE 14

WING SHELF

SEE NOTE 3, BELOW ALTERNATE WING LOCATION

ALTERNATE WING LOCATION

ALTERNATE WING LOCATION

ALTERNATE WING LOCATION

ALTERNATE WING LOCATION

SEE NOTE 3, BELOW

SEE NOTE 3, BELOW

SEE NOTE 3, BELOW

SEE NOTE 3, BELOW

ROUND ROUND

ROUND ROUND

ROUND

S-1 MODIFICATION DETAIL

Test Hole Date

Test Hole Number

Utility Size, Material & Type (Size measured in inches and is

O.D.)

Station Offset Northing Easting Ground

Elevation

Manual Depth (Top)

Utility Elevation

(Top) Utility Owner

Utility Direction

Surface Type

3/6/2024 VVH101 2" Polyethylene Gas Main 51+29.81 -28.80 LT 1240479.75 435099.43 4.02 1.45 2.57 TECO N-S Soil

3/6/2024 VVH102 2" Polyethylene Gas Main 51+75.25 47.82 RT 1240525.92 435175.62 4.40 2.88 1.52 TECO E-W Soil

1. TOPOGRAPHIC and RECORD Survey of 37th St S and 26th Ave S Intersection, lying in Section 34, Township 31 South, Range 16 East, City of St. Petersburg, Pinellas County, Florida.

2. Survey Date: March 16, 2023.

3. Prepared for the exclusive benefit of: WSP

4. Coordinates for project control points were established by Real-Time Kinematic GPS methodology utilizing the Florida

Permanent Reference Network (FPRN) for corrections. The Horizontal Datum is relative to the North American Datum of 1983, 2011 Adjustment (NAD83/2011). Elevations of project control points were established by a digital level benchrun beginning on NGS Control Point POWER G (PID=AG0810, Northing= 1,243,088.38, Easting = 436,387.61 Elevation=33.34'). Elevations are relative to the North American Vertical Datum of 1988 NAVD 130 C OF SP (PID= AG7089, Elevation = 35.20')

6. TOPOGRAPHIC SURVEY extends to apparent Right-of-Way to Right-of-Way on South Lagoon Street and South Troydale Road , and includes any hardscape elements and above ground utilities, including but not limited to all retaining walls, fences, culverts, drainage structures, paved ditches, water meters, valves, junction boxes, manholes, driveways, parking lots, utility/light poles, horizontal location of overhead utility lines, trees of 4” diameter or greater, and any other significant feature within the survey areas identified above. Visible above ground utilities are shown herein however additional utilities may exist.