PD02_03_79_52_18_ENG-SMA-Plans-Final.pdf

PDF 32 MB Posted May 30, 2025

Attached to: St. Mary Avenue Drainage Improvements State and local contract opportunity
Solicitation number: PD 24-25.103
Issued by: Escambia County, Florida

About this file

Written by GovTribe AI · Jul 1, 2025

The document is a detailed engineering set of plans and specifications for the St. Mary Avenue Drainage Improvements project, prepared by Escambia County, Florida, specifically for the Engineering/Infrastructure Division of the Public Works Department. The project involves drainage system improvements along St. Mary Avenue from North S Street to North Q Street, encompassing approximately 655 linear feet of roadway. The scope includes installing approximately 520 linear feet of 18" reinforced concrete pipe (RCP), constructing type E curb and gutter, milling and resurfacing existing roadway, and addressing drainage deficiencies. The project will involve multiple construction activities such as earthwork excavation, asphalt removal and replacement, subgrade stabilization, and installation of drainage structures including curb inlets, manholes, and yard drains.

The total project quantities include 0.387 acres of clearing and grubbing, 64.1 cubic yards of earthwork borrow, 1,811 square yards of asphalt surfacing, 1,270 square yards of milling, and 726 linear feet of type E curb and gutter. The project will also involve relocating mailboxes, traffic signs, and installing new drainage infrastructure to improve stormwater management. The existing drainage system, currently an undersized asphalt swale, is causing flooding for residents, and this project aims to alleviate those issues by implementing a more robust drainage solution. The engineering plans follow Florida Department of Transportation (FDOT) standards and Escambia County Technical Specifications for road and bridge construction.

View the file

Other files for this state and local contract opportunity

Other files attached to St. Mary Avenue Drainage Improvements, newest first.
File	Type	Posted
St._Mary_Avenue_Drainage_Improvements_(Addendum_#1_Revision).pdf	PDF	Jun 10, 2025
Escambia_County_Technical_Specifications_07.01.2020.pdf	PDF	May 30, 2025
PD02_03_79_52_18_ENG-SMA-DesignDocs-Final.pdf	PDF	May 30, 2025
NWFWM_Permit.pdf	PDF	May 30, 2025
PD02_03_79_52_18_ENG-SMA-UtillityConflictMatrix-Final.pdf	PDF	May 30, 2025

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

6 - 7

8 - 10

13 - 19

KEY SHEET

GENERAL NOTES

SUMMARY OF QUANTITIES

TYPICAL SECTION

PROJECT LAYOUT

PLAN AND PROFILE

CROSS SECTIONS

DRIVEWAY SECTIONS

DRAINAGE STRUCTURES

MISCELLANEOUS DETAILS

PLANS PROPOSED FOR

INDEX OF PLANS

VICINITY MAP

SHEET NO. SHEET DESCRIPTION

TASK ORDER PD 02.03.79.52.18.ENG

ST. MARY AVENUE

DISTRICT TWO

DISTRICT ONE

DISTRICT FIVE

DISTRICT FOUR

DISTRICT THREE

COMMISSIONERS

GOVERNING STANDARDS AND SPECIFICATION:

FLORIDA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS DATED FY 2023-24, THE

FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION FY 2023-24, AS AMENDED BY CONTRACT DOCUMENTS, AND THE

LATEST ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IR'S ARE AVAILABLE AT

THE FOLLOWING WEBSITE: HTTP://WWW.FDOT.GOV/DESIGN/STANDARDPLANS.SHTM

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ARE AVAILABLE AT

THE FOLLOWING WEBSITE:

HTTP://WWW.FDOT.GOV/DESIGN/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS

ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS,

SHALL BE EXCLUDED AND NOT APPLICABLE TO ANY SPECIFICATION REFERRED HEREIN

OR OTHERWISE LISTED IN THESE PLANS OR RELATED DOCUMENTS OR THE ESCAMBIA

COUNTY TECHNICAL SPECIFICATIONS.

MIKE KOHLER, CHAIRMAN

STEVE STROBERGER

STEVEN BARRY

LUMON MAY

ESCAMBIA COUNTY PROJECT MANAGER: DMITRII TROKHIN

KEY SHEET REVISIONS

DATE DESCRIPTION

NOT TO SCALE

DRAINAGE IMPROVEMENTS

ESCAMBIA COUNTY, FLORIDA

ENGINEERING / INFRASTRUCTURE DIVISION

BOARD OF COUNTY COMMISSIONERS

PUBLIC WORKS DEPARTMENT

LENGTH OF PROJECT

ROADWAY

LINEAR FEET MILES

BRIDGES

NET LENGTH OF PROJECT

EXCEPTIONS

GROSS LENGTH OF PROJECT

0.00 0.00

0.126 0.000 0.126 0.000 0.126

STATE OF

No.

FESSIONAL ENGIN

IC K

. NELSON, JR.

FLORIDA

79361

LICENSE

SECTION 17, TOWNSHIP 2S, RANGE 30W

BEGIN PROJECT

STA. 0+11.41

END PROJECT

STA. 6+76.57

ASHLEY HOFBERGER, VICE CHAIR

SHEET

N U

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

GENERAL NOTES

1. THE CONTRACTORS SHALL NOTIFY THE COUNTY DESIGN ENGINEER OR DESIGNEE 48 HOURS PRIOR TO CONSTRUCTION.

2. ALL CONDITIONS AND STIPULATIONS OF THE CONSTRUCTION PERMITS AND THE APPROVALS ISSUED BY THE ESCAMBIA COUNTY ENGINEER SHALL BE COMPLIED WITH IN EVERY DETAIL.

3. ALL ROADS DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR RECONSTRUCTED AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE.

4. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFF SITE SEDIMENT TRANSPORT RESULTING FROM INCREASED RUNOFF DURING CONSTRUCTION BY PROVIDING SILT FENCE AND/OR STAKED HAY BALES AS REQUIRED BY FDOT INDEX 102, THE FLORIDA STORMWATER, EROSION, AND SEDIMENT CONTROL INSPECTOR'S MANUAL, 2000 EDITION, OR AS INDICATED ON THE PLANS. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ASSOCIATED DISTURBED AREAS ARE STABILIZED AS TO REDUCE SEDIMENT RUNOFF, UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR DESIGNEE.

5. ANY NECESSARY PERMITS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ESCAMBIA COUNTY OR ITS DESIGNEE WILL ASSIST CONTRACTOR WITH REQUIRED PERMITS.

6. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BIDDING AND/OR CONSTRUCTION.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS (VERTICAL CONTROL) AS NEEDED DURING CONSTRUCTION. ALL PUBLIC OR PRIVATE CORNER MONUMENTATION SHALL BE PROTECTED. IF A PUBLIC OR PRIVATE CORNER MONUMENTATION IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR DESIGNEE IMMEDIATELY. ANY ESCAMBIA COUNTY HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS ARE DISTURBED OR DESTROYED THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF THE MONUMENTS AND HAVE THE MONUMENTS POSITION DETERMINED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER USING GUIDELINES AS ESTABLISHED BY NATIONAL GEODETIC SURVEY FOR BLUE BOOKING AND APPROVAL.

8. EXISTING DRAINAGE FEATURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL MATCH EXISTING CONDITIONS AT THE BEGINNING AND END OF CONSTRUCTION AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE.

10 EXISTING STREETS AND DRIVES SHALL BE MAINTAINED TO LOCAL TRAFFIC AND PROPERTY OWNERS.

11. ALL ROADWAY CONSTRUCTION SHALL COMPLY WITH THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS, LATEST EDITION.

12. ALL MATERIALS, TESTING AND CONSTRUCTION METHODS SHALL CONFORM TO THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS, LATEST EDITION.

13. ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS, SHALL BE EXCLUDED AND NOT APPLICABLE TO ANY SPECIFICATION REFERRED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR RELATED DOCUMENTS OR THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

14. EXISTING STREET AND ROAD NAME SIGNS ON THE PROJECT SHALL BE KEPT VISIBLE AT ALL TIMES FOR THE FACILITATION OF ACCESS BY EMERGENCY VEHICLES. ALL OTHER EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE TAKEN DOWN AND STOCKPILED WITHIN THE R/W LIMITS BY THE CONTRACTOR AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE. ANY EXISTING SIGNS THAT ARE TO BE RELOCATED AND ARE DAMAGED BEYOND USE BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

15. CONTRACTOR SHALL RELEASE 1" ASPHALT MILLED MATERIAL TO COUNTY MAINTENANCE FOR REUSE. CONTACT DALE BURNHAM 850-554-0718.

16. CONTRACTOR SHALL COMPLY WITH ALL F.D.E.P. AND ARMY CORP. OF ENGINEERS REQUIREMENTS.

17. ONLY ACCESS TO THE ROAD R/W AS SHOWN IS GUARANTEED BY THE COUNTY. PRIVATE R/W REQUIRED BY THE CONTRACTOR TO FACILITATE CONSTRUCTION SHALL BE ACQUIRED BY THE

CONTRACTOR WITH NO ADDITIONAL COMPENSATION OR ASSISTANCE FROM THE COUNTY.

18. IN THE EVENT THAT SURVEY MONUMENTATION OR REFERENCE POINTS ARE MISSING OR HAVE BEEN DESTROYED, PLEASE CONTACT:

ESCAMBIA COUNTY SURVEYOR

3363 WEST PARK PLACE

PENSACOLA, FLORIDA 32505 PH (850) 595-3427

19. VEGETATION ON R/W AND EASEMENTS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON THE PLAN SHEETS. COST OF SAID RESTORATION SHALL BE CONSIDERED

INCIDENTAL TO OTHER PAY ITEMS.

20. ALL COMPACTED FILL SHALL BE PLACED IN 4" LIFTS FOR HAND POWERED TAMPERS AND 8" LIFTS FOR HEAVY EQUIPMENT OPERATED TAMPERS.

21. MAINTENANCE OF TRAFFIC AS PER FDOT INDEX 102-600.

22. ALL EXISTING MAILBOXES INTERFERING WITH NEW CONSTRUCTION SHALL BE RELOCATED OR REPLACED BY THE CONTRACTOR IN ACCORDANCE WITH POSTAL REQUIREMENTS AND IN ACCORDANCE WITH ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS, FDOT DESIGN STANDARDS AND UNITED POSTAL REQUIREMENTS. ALL EXISTING BRICK MAILBOXES WITHIN LIMITS OF CONSTRUCTION OR COUNTY RIGHT OF WAY SHALL BE REMOVED AND PLACED ON THE PROPERTY LINE OF THE OWNER. CONTRACTOR SHALL REPLACE EXISTING BRICK MAILBOX WITH APPROVED

PLASTIC BREAK AWAY MAILBOX.

23. IF ARCHAEOLOGICAL MATERIAL/PREHISTORIC ARTIFACTS SUCH AS POTTERY OR CERAMICS, STONE TOOLS OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME, THE PROJECT SHOULD CEASE. ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THE APPLICANT/RECIPIENT, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, THE STATE HISTORIC PRESERVATION OFFICER (SHPO) AND THE DSH/FEMA REGION IV ENVIRONMENTAL OFFICER AND FDEM STATE ENVIRONMENTAL LIAISON OFFICER FOR FURTHER GUIDANCE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN AUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES.

24. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL WORK MUST STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN

ACCORDANCE WITH F.S. 872.05.

UTILITY NOTES

1. THE LOCATION SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE

ALL UTILITIES.

2. SUNSHINE ONE UTILITY/AGENCY OWNERS:

EMERALD COAST UTILITY AUTHORITY (SEWER, WATER) AT&T (TELEPHONE)

9255 STURDEVANT ST. DINO FARRUGGIO

JACOB KEARLEY G27896@ATT.COM

(850) 969-5823

PENSACOLA ENERGY (NATURAL GAS) UNITI FIBER LLC (FIBER)

1625 ATWOOD DR. KYLE HILL

PENSACOLA, FL 32514 (850) 544-1400

ANDREW BRISKE

(850) 474-5309

FLORIDA POWER & LIGHT (ELECTRIC) COX COMMUNICATIONS (CATV)

1 ENERGY PLACE TROY YOUNG

PENSACOLA, FL 32520 (850) 232-5044

USIC DISPATCH CENTER

(800) 778-9140

3. CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES.

4. UTILITIES ARE TO BE PROTECTED DURING CONSTRUCTION. NECESSARY REPAIRS SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS AND SHALL BE TO THE SATISFACTION OF THE

UTILITY OWNERS.

SURVEY NOTES

1. UTILITY LOCATIONS IF SHOWN HEREON ARE BASED ON FIELD LOCATION OF MARKINGS BY UTILITY COMPANY REPRESENTATIVES, SURFACE FEATURES AND CONSTRUCTION PLANS FURNISHED TO THE SURVEYOR.

ADDITIONAL SUB-SURFACE UTILITIES MAY EXIST THAT HAVE NOT BEEN FIELD LOCATED.

2. EASEMENTS OR RIGHTS OF WAY THAT APPEAR ON RECORDED PLANS OR THAT HAVE BEEN FURNISHED TO THE SURVEYOR BY OTHERS HAVE BEEN INCORPORATED INTO THIS DRAWING WITH APPROPRIATE NOTATION. OTHER

EASEMENTS MAY BE DISCOVERED BY A SEARCH OF THE PUBLIC RECORDS.

3. MINIMUM HORIZONTAL ACCURACY FOR THIS SURVEY IS IN ACCORDANCE WITH THE STANDARDS OF PRACTICE SET FORTH BY THE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 REQUIREMENTS OF FLORIDA ADMINISTRATION CODE. THE MAP AND MEASUREMENT METHODS USED FOR THIS SURVEY MEET OR EXCEED THIS REQUIREMENT. THE DIMENSIONS SHOWN HEREON ARE IN UNITED STATES STANDARD SURVEY

FEET AND DECIMALS THEREOF.

4. THIS SURVEY DOES NOT DETERMINE OWNERSHIP OF THE LANDS SHOWN HEREON.

5. UNDERGROUND FOUNDATIONS HAVE NOT BEEN LOCATED.

6. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND SEAL OR THE ELECTRONIC SIGNATURE AND SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, AND IF SHOWN HEREON IS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 5J-17.062 AND FLORIDA STATUTE 472.025.

7. FEATURES SHOWN BY SYMBOL AS INDICATED IN THE LEGEND ARE NOT TO SCALE.

8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS

PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.

9. VERTICAL INFORMATION SHOWN HEREON REFERS TO FLORIDA DEPARTMENT OF TRANSPORTATION VERTICAL CONTROL STATIONS: "48-99-X15HV", BEING A 4"X4" CONCRETE MONUMENT WITH BRASS DISK, ELEVATION = 82.48' (NAVD88), AND "48-99-X14HV", BEING A 4"X4" CONCRETE MONUMENT WITH BRASS DISK, ELEVATION =

78.61' (NAVD88). THE CONTOUR INTERVAL IS ONE FOOT.

10. HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE MAP ARE RELATIVE TO NATIONAL GEODETIC SURVEY POINTS (NGS) "48-99-X15HV & 48-99-X14HV". DISTANCES SHOWN ARE GRID DISTANCES. .

11. IMPROVEMENTS & TOPOGRAPHIC FEATURES SHOWN HEREON ARE LIMITED TO AREAS PER SPECIFIC

INSTRUCTIONS OF THE CLIENT.

12. ADJACENT PROPERTY INFORMATION SHOWN HEREON, THAT WAS NOT FURNISHED TO THIS SURVEYOR, WAS COMPILED USING LATEST AVAILABLE DATA. NO ATTEMPT WAS MADE BY THIS FIRM TO VERIFY ITS ACCURACY.

= UNKNOWN UTILITY LINE

= REINFORCED CONCRETE PIPE

= OVERHEAD UTILITY LINE

= BURIED FIBER OPTIC LINE

LEGEND & ABBREVIATIONS

= CHAINLINK FENCE

= GAS LINE

= WATER LINE

T = BURIED TELEPHONE PEDESTAL

= FOUND IRON PIPE

= IRON ROD

= MAILBOX

= NAIL W/DISC

= UTILITY POLE

= TRAFFIC SIGN

= WATER METER

RCP

-UNK-

-OHL-

-FOC-

-X-

-G-

-WL-

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

Item No. Description Unit Quantity

Sheet 6 Sheet 7 Total

3100-00101 Clearing and Grubbing AC 0.387 3100-00115 Relocate Existing Standard Mailbox EA 2 1 3 4100-00101 Earthwork Excavation by Machine CY 16.32 4100-00104 Earthwork Borrow (Fill) CY 64.1 5200-00108 2" Type SP 12.5 Asphalt, over 1500sy SY 1811 5500-00103 Mill Existing Asphalt, 1.5" - 3" Thickness, less than 1500sy SY 1270 5600-00101 Lateral pavement patch as per County Detail (Full depth Asphalt) SY 27 0 27 5600-00106 Remove Existing Asphalt, 3" Average Depth (Driveways) SY 23 8 31 5600-00107 Remove Existing Asphalt (2" SP-12.5, 8" Base, 12" Subgrade - 22" Thickness) CF 8917 5600-00108 Saw Cut Existing Asphalt LF 397 337 734 6100-00105 12" Stabilized Subgrade, less than 1000sy SY 662 6200-00105 8" Graded aggregate Base "Min. LBR 100 at 100% Modified Proctor", less than 1000sy SY 1811 7300-00115 Thermoplastic 24” White or Yellow Solid Stripe LF 25 0 25 7300-00117 Thermoplastic White High Intensity Pedestrian Crosswalk LF 0 178 178 7400-00101 Relocate Traffic Signs EA 5 3 8 8100-00104 FDOT Type E Curb and Gutter, FDOT Index 300 LF 371 355 726 8200-00104 6" Fiber Reinforced Concrete Driveway, over 30sy SY 81 58 139 8300-00103 5' Fiber Reinforced Concrete Sidewalk, less than 80lf LF 0 14 14 8300-00108 Detectable Handicap Warning Mat, FDOT Index 304 SF 0 9 9 8500-00103 Remove Existing Concrete, up to 6" thick SY 162 173 335

N/A Remove Existing Gravel Driveway SY 11 12 23 9100-00205 Curb Inlet Top, Type 5 EA 2 2 4 9100-00206 Curb Inlet Top, Type 6 EA 1 0 1 9100-00614 12" X 15" X 15" Yard Drain with concrete pad (per County Detail) EA 1 0 1 9100-00701 3'6" X 3'6" Structure Bottom, FDOT Index 200, 0-6' depth EA 2 2 4 9100-00735 3'6" Dia. Structure Bottom, FDOT Index 200, 0-6' depth EA 1 0 1 9100-00801 Storm Manhole, 0-6ft depth EA 3 0 3 9100-00905 Remove Ditch Bottom Inlet (Including Top and Bottom) EA 1 0 1 9100-00912 Tie to Existing Inlets, Pipe, Manhole EA 2 0 2 9200-00503 15" PVC Pipe, 0'-6' depth LF 5 0 5 9200-00603 18" RCP Pipe, 0'-6' depth LF 524 0 524 9200-00605 24" RCP Pipe, 0'-6' depth LF 30 0 30 9500-00102 Pipe Removal, 6"-24" LF 6 0 6 13100-00101 Centipede Sod, Staked SY 559 412 971

11'

60' EXIST. R/W

℄ CONST. ST. MARY AVE.

2' SOD (LEVEL)

0.021:6 MAX.

VARIES SOD

PGPEXIST. GROUND

TYPICAL SECTION #1

ST. MARY AVE.

STA. 0+11.41 TO STA. 4+08.00

TRAVEL LANE RECONSTRUCTION

2'' COUNTY SPEC. 2500 TYPE SP-12.5 ASPHALT

8'' GRADED AGGREGATE BASE, LBR 100 @ 100% MODIFIED PROCTOR

12" STABILIZED SUBGRADE @ 98% MODIFIED PROCTOR

MILL & RESURFACE

MILL 3"

RESURFACE 2'' COUNTY SPEC. 2500 TYPE SP-12.5 ASPHALT

TYPE E CURB & GUTTER

VARIES 13'-14'

MILLING & RESURFACING

RECONSTRUCTION

11'

℄ CONST. ST. MARY AVE.

MATCH EXIST.

PGPEXIST. GROUND

TYPE E CURB & GUTTER *

LIMITS OF MILLING & RESURFACING

TYPICAL SECTION #2

ST. MARY AVE.

STA. 4+08.00 TO STA. 6+76.57

MILL & RESURFACE

MILL 3"

RESURFACE 2'' COUNTY SPEC. 2500 TYPE SP-12.5 ASPHALT* SAWCUT EOP AND INSTALL CURB AND GUTTER TYPE E.

REFER TO CURB AND GUTTER ADJACENT TO FLEXIBLE

PAVEMENT DETAIL PER FDOT INDEX 520-001.

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

EXIST. GROUND

EXIST. SIDEWALK

TO REMAIN

EXIST. CURB & GUTTER

TO REMAIN

MATCH EXIST.

TYPE B STABILIZATION

STANDARD CLEARING & GRUBBING

MATCH EXIST. CROSS SLOPE

TRAFFIC DATA

DESIGN SPEED = 25 MPH

EXIST. SIDEWALK

TO REMAIN

EXIST. CURB & GUTTER

TO REMAIN

EXIST. CONC. GUTTER

TO BE REMOVED

EXIST. CONC. GUTTER

TO BE REMOVED

STANDARD

CLEARING & GRUBBING

2' SOD

(LEVEL)

1:6 MAX.

VARIES SOD

60' EXIST. R/W

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

2' MIN.

(5' TYP.)

2' MIN.

(5' TYP.)

SAW CUT

SHEET

N U

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

Note: 1" overlay to be reclaimed by County Maintenance Department.

Contact Dale Burnham

PROJECT CONTROL POINT TABLE

POINT NO.

DESCRIPTION

CIRC-SET 1/2" IRC SSMC TRAV

CNL-SET MAG NL

CIRC-SET 1/2" IRC SSMC TRAV

PIP-FND 1/2" IR NO I.D.

EASTING

1104351.9400

1104049.6017

1103745.7988

1104380.2116

1104230.5393

NORTHING

534649.6995

534672.6076

534681.8049

534697.1552

534703.5084

ELEVATION (NAVD88)

83.19

77.02

75.80

82.59

80.03

BEGIN CL_SMA

STA. 0+00.00

X = 1103707.8274 Y = 534707.1783

BEGIN CL_S

STA. 100+00.00

X = 1103707.8274 Y = 534707.1783

END CL_S

STA. 101+70.00

X = 1103719.3361 Y = 534876.7883

SHENEETA RENEA

RICHARDSON

2410 ST. MARY AVE.

PENSACOLA, FL 32505

PARCEL ID:

172S301401161008

OFFICIAL RECORD

BOOK 8820, PAGE 1954

BRENDA JANSSEN

TRUSTEES

2408 ST. MARY AVE.

PENSACOLA, FL 32505

PARCEL ID:

172S301401160008

OFFICIAL RECORD

BOOK 8302, PAGE 551

ROBERT E BARGAINEER

2400 ST. MARY AVE.

PENSACOLA, FL 32505

PARCEL ID:

172S301401010008

OFFICIAL RECORD BOOK

8616, PAGE 1279

WILLIAM C JR & SHARON M WALKER

2314 ST. MARY AVE. PENSACOLA, FL 32505

PARCEL ID: 172S301401150005

OFFICIAL RECORD BOOK 6125, PAGE 1325

JORDAN DAIN NOTT

2304 ST. MARY AVE. PENSACOLA, FL 32505

PARCEL ID: 172S301401010005

OFFICIAL RECORD BOOK 9028, PAGE 1249

END CL_SMA

STA. 7+02.00

X = 1104408.6548 Y = 534666.6207

¡ CONST. ST. MARY AVE.

(CL_SMA)

¡ CONST. NORTH S ST.

(CL_S)

¡ CONST. NORTH R ST.

(CL_R)

BEGIN CL_R

STA. 200+00.00

X = 1104050.2903 Y = 534687.3596

END CL_R

STA. 200+70.00

X = 1104054.5100 Y = 534757.2323

S 86° 41' 17" E 702.00

3°

1" E

.0 0N

3°

4" E

S T.

ST. MARY AVE.

WEST FISHER ST.

WEST LEONARD ST.

S 86° 41' 17" E 635.16

SHEET 6

SHEET 7WILLIAM DAVID BLIZZARD

YOSHIKO BLIZZARD

2804 ST. MARY AVE. PENSACOLA, FL 32505

PARCEL ID: 172S301401150008

BEGIN PROJECT

STA. 0+11.41

END PROJECT

STA. 6+76.57

EX-4

X = 1103692.838 Y = 534692.401

EXIST. CURB INLET

TOP EL. 76.40

FL 71.25 E (18")

FL 71.03 N (18")

EX-2

STA. 101+23.78 (14.92 LT.)

EXIST. MANHOLE

TOP EL. 76.37

FL 71.14 N (18")

FL 70.37 W (24")

FL 70.75 S (18")

FL 70.37 E (24")

EX-3

STA. 101+53.94 (23.45 LT.)

EXIST. GRATE INLET

TOP EL. 75.33

FL 73.58 S (18")

EX-5

STA. 0+21.00 (16.75 RT.)

EXIST. GRATE INLET

TOP EL. 75.04

FL 71.20 W (18")

FL 71.20 N (18")

EX-1

STA. 101+23.95 (97.72 LT.)

EXIST. GRATE INLET

TOP EL. 74.96

FL 70.41 E (24")

FL 70.31 W (24")

EX-4

EX-2

EX-3

EX-5

EX-1

EX-6

STA. 0+19.38 (17.83 LT.)

EXIST. GRATE INLET

TOP EL. 75.32

FL 71.05 S (18")

C.A. WEIS ELEMENTARY SCHOOL

2701 N Q ST, PENSACOLA, FL 32505

PARCEL ID: 172S301401010010

EX-6

SHEET

N U

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

UTN

Feet 0 40 80

0 1 2 3 4S-8S-4S-3S-2

S-1

CONST. 108 LF OF 18" PIPE

CONST. 28 LF

OF 18" PIPE

CONST. 157 LF OF 18" PIPE

CONST. 30 LF OF 24" PIPE

BEGIN TYPE E C&G

PC STA. 0+11.41, 41.30 LT.

BEGIN TYPE E C&G

STA. 3+53.17, 52.56 LT.

EL. 76.29 (MATCH EXIST.)

END TYPE E C&G

STA. 3+33.17, 52.44 LT.

EL. 76.07 (MATCH EXIST.)

EXIST. 18" PIPE

EXIST. 24" PIPE

EX-3

EX-2

EX-4

EX-5

CONST. 32 LF OF 18" PIPE S-6

S-7

S-5

ST. MARY AVE.

S T.

PT STA. 0+41.41

11.00 LT.

PC STA. 3+08.13

11.00 LT.

PC STA. 3+53.13

36.06 LT.

PT STA. 3+33.13, 35.94 LT.

PT STA. 3+78.13

11.00 LT.

162 SY EXIST. CONC.

GUTTER TO BE REMOVED

REMOVE 11 SY ASPHALT

12'

STA. +52.14

23.25 LT.

EL. 76.10

STA. +64.14

23.25 LT.

EL. 75.99

STA. +71.15

23.25 LT.

EL. 75.56

STA. +81.15

23.25 LT.

EL. 75.70

STA. +85.73

23.25 LT.

EL. 75.98

STA. +95.76

23.25 LT.

EL. 76.06

STA. +37.98

23.25 LT.

EL. 78.33

STA. +49.98

23.25

EL. 78.38

10'10'

CL_SMA

CL_S

CL_R

12'

S-4

STA. 2+10.00 (12.25 LT.)

CONST. CURB INLET TYPE P-5 ALT. B

INDEX NO. 425-001, 425-010, 425-021

INLET EL. 75.85

FL 71.03 E (18")

FL 72.38 N (15")

FL 71.03 W (18")

S-3

STA. 0+50.00 (12.25 LT.)

CONST. CURB INLET TYPE P-6 ALT. A

INDEX NO. 425-001, 425-010, 425-021

INLET EL. 75.35

FL 70.71 E (18")

FL 70.71 W (18")

S-1

STA. 101+23.78 (18.15 RT.)

CONST. MANHOLE TYPE 8

INDEX NO. 425-001, 425-010

TOP EL. 76.55

FL 70.43 S (18")

FL 70.43 W (24")

S-5

STA. 3+31.82 (12.25 LT.)

CONST. MANHOLE TYPE 8

INDEX NO. 425-001, 425-010

TOP EL. 76.40

FL 71.30 E (18")

FL 71.90 N (18")

FL 71.30 W (18")

S-6

STA. 200+47.00 (11.25 LT.)

CONST. CURB INLET TYPE P-5 ALT. B

INDEX NO. 425-001, 425-010, 425-021

INLET EL. 76.05

FL 72.00 E (18")

FL 72.00 S (18")

EXIST. CROSSWALK

STRIPING TO BE REPLACED

EXIST. R/W

68 LF SAWCUT EXIST. PAVEMENT

27 SY LATERAL PAVEMENT PATCH

EXIST. BRICK

MAILBOX TO REMAIN

REMOVE 5 SY EXIST. ASPHALT DRWY.

CONST. 26 SY CONC. DRWY.(1)

REMOVE 7 SY ASPHALT DRWY.

CONST. 26 SY CONC. DRWY.(1)

103 SY SOD

EXIST. MAILBOX TO

BE RELOCATED

REMOVE 11 SY

EXIST. GRAVEL DRWY.

CONST. 29 SY CONC. DRWY.(1)

196 SY SOD

62 SY SOD

148 SY SOD

REMOVE 12 SY

EXIST. GRAVEL DRWY.

CONST. 29 SY CONC. DRWY.

EXIST. MAILBOX TO BE RELOCATED

PAVEMENT RECONSTRUCTION

MILL AND RESURFACE

DRWY. REMOVAL

CONCRETE REMOVAL

BEGIN PROJECT

BEGIN SAWCUT

BEGIN PAVEMENT RECONSTRUCTION

BEGIN 3" MILLING & 2" RESURFACING

STA. 0+11.41, 2.00 LT.

CONST. 119 LF OF 18" PIPE

EXIST. R/W

198 SY SOD

S T.

CR-F

EX-1

CONNECT TO EXISTING MH

R30'

CONST. 18" PIPE

CONST. 20 LF OF 18" PIPE

R25'

CONST. 60 LF OF 18" PIPE

CONST. 18" PIPE

NOTES

1. CONCRETE FLARED DRWY. APRONS TO BE CONSTRUCTED PER

FDOT INDEX 522-003. SEE DETAIL "WITHOUT SIDEWALK OR

UTILITY STRIP ⩾ 10' WIDE" ON SHEET 17.

SOD

5' FIBER REINFORCED

CONC. SWK.

60' EXIST. R/W

S-4A

CONST. 5 LF OF 15" PIPE

S-4A

STA. 2+10.00 (18.25 LT.)

CONST. YARD DRAIN

INDEX NO. 425-060

TOP EL. 75.60

FL 72.42 S (15")

BEGIN PROP. SWALE

1+80.00, 17.23 LT.

END PROP. SWALE

2+70.00, 16.76 LT.

EXIST. FENCE

TO REMAIN (TYP.)

R25'

REMOVE 3 SY

EXIST. SWK. CONC.

CONNECT TO

EXIST. 18" PIPE

24" SOLID WHITE STOP BAR

S-2

STA. 0+19.38 (12.25 LT.)

CONST. MANHOLE TYPE 8

INDEX NO. 425-001, 425-010

TOP EL. 75.78

FL 70.65 E (18")

FL 71.05 S (18")

FL 70.65 N (18")

(EXIST. 18")

RELOCATE EXIST. STOP AHEAD SIGN

RELOCATE EXIST. STOP SIGN

RELOCATE EXIST.

PEDESTRIAN

CROSSING SIGN

6 LF OF EXIST.

18" PIPE TO BE

REMOVED

EXIST. GRATE

INLET (EX-6)

TO BE REMOVED

EXIST. ST. MARY/NORTH R STREET SIGN TO REMAIN

RELOCATE EXIST.

STOP SIGN

RELOCATE EXIST.

ST. MARY/NORTH

S STREET SIGN

RELOCATE EXIST. END

SCHOOL ZONE SIGN

EXIST. SPEED LIMIT "25 MPH"

SIGN TO REMAIN

3+75.00, 22.00 LT.

3+27.00, 31.00 LT.

3+06.00, 22.00 LT.

0+17.00, 62.00 LT.

0+29.00, 22.00 LT.

0+21.00, 27.00 LT.

1+38.00, 14.25 LT. 2+59.00, 14.25 LT.

C H

N E S

18" PIPE

BEGIN PROJECT

BEGIN PROP. EOP

STA. 0+11.41

EL. = 76.12

V P I S

E L.

V P I S

E L.

V P I S

E L.

V P I S

E L.

V P I S

E L.

-2.59% 0.25% 0.47% 0.37% 0.51% 1.27%

EXISTING GRADE @ CL_SMA (PGP)

18" PIPE

S-5

18" PIPE 18" PIPE

S-4S-3S-2

FL 71.05

FL 70.65

FL 70.71

FL 71.03 FL 71.03

FL 71.30

0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40

S-5S-5

FL 71.90

FL 71.30

PROP. EOP GRADE

11x17

HORIZONTAL: 1" = 40'

VERTICAL: 1" = 8'

22x34

HORIZONTAL: 1" = 20'

VERTICAL: 1" = 4'

BEGIN PROP. SWALE FL

STA. 1+80.00

EL. = 75.66

END PROP. SWALE FL

STA. 2+70.00

EL. = 76.12VPI STA. 2+10.00

EL. = 75.60

-0.20% 0.81%

FL 72.38

15" PIPE

SHEET

N U

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

0 20 40

3 4 5 6 7S-8

BEGIN TYPE E C&G

STA. 3+53.17, 52.56 LT.

EL. 76.29 (MATCH EXIST.)

END EOP SAWCUT

END TYPE E C&G

STA. 6+76.57, 11.00 LT.

END TYPE E C&G

STA. 3+33.17, 52.44 LT.

EL. 76.07 (MATCH EXIST.)

S-6

S-7

S-5

ST. MARY AVE.

S T.

PC STA. 3+08.13

11.00 LT.

PC STA. 3+53.13

36.06 LT.

PT STA. 3+78.13

11.00 LT.

170 SY EXIST. CONC.

GUTTER TO BE REMOVED

REMOVE 8 SY EXIST. ASPHALT

CONST. 29 SY CONC. DRWY.(1)

STA. +37.98

23.25 LT.

EL. 78.33

STA. +49.98

23.25 LT.

EL. 78.38

10'

CL_SMA

CL_R

12'

S-8

STA. 3+95.00 (12.25 LT.)

CONST. CURB INLET TYPE P-5 ALT. B

INDEX NO. 425-001, 425-010, 425-021

INLET EL. 77.41

FL 71.40 W (18")

S-7

STA. 200+47.00 (11.25 RT.)

CONST. CURB INLET TYPE P-5 ALT. B

INDEX NO. 425-001, 425-010, 425-021

INLET EL. 76.25

FL 72.10 W (18")

EXIST. CROSSWALK

STRIPING TO BE REPLACED

EXIST. SIDEWALK

TO REMAIN

EXIST. BRICK MAILBOX

TO REMAIN

62 SY SOD

148 SY SOD

REMOVE 12 SY

EXIST. GRAVEL DRWY.

CONST. 29 SY CONC. DRWY.(1)

EXIST. MAILBOX

TO BE RELOCATED

PAVEMENT RECONSTRUCTION

MILL AND RESURFACE

DRWY. REMOVAL

CONCRETE REMOVAL END SAWCUT

END PAVEMENT RECONSTRUCTION

STA. 4+08.00, 2.00 LT.

BEGIN EOP SAWCUT

CONST. TYPE E CURB & GUTTER ONLY

STA. 4+08.00, 11.00 LT.

END PROJECT

END 2" MILLING & 2" RESURFACING

STA. 6+76.57, 0.00

S T.

STA. +95.13

23.25 LT.

EL. 81.85

STA. +83.13

23.25 LT.

EL. 81.36

CR-F

12'

CONST. 18" PIPE

CONST. 20 LF OF 18" PIPE

R25'

CONST. 60 LF OF 18" PIPE

CONST. 18" PIPE

CONCRETE FLARED DRWY. APRONS TO BE CONSTRUCTED PER

FDOT INDEX 522-003. SEE DETAIL "WITHOUT SIDEWALK OR

UTILITY STRIP ⩾ 10' WIDE" ON SHEET 17.

NOTES

1. CONCRETE FLARED DRWY. APRONS TO BE CONSTRUCTED PER

FDOT INDEX 522-003. SEE DETAIL "WITHOUT SIDEWALK OR

UTILITY STRIP ⩾ 10' WIDE" ON SHEET 17.

PAVEMENT RECONSTRUCTION

MILL AND RESURFACE

DRWY. REMOVAL

CONCRETE REMOVAL

SOD

5' FIBER REINFORCED

CONC. SWK.

60' EXIST. R/W

264 SY SOD

R25'

REMOVE 3 SY

EXIST. SWK. CONC.

24" SOLID WHITE STOP BAR

EXIST. CROSSWALK

STRIPING TO BE REPLACED

RELOCATE EXIST.

PEDESTRIAN

CROSSING SIGN

RELOCATE EXIST. ST. MARY

AVE/NORTH Q ST. SIGN

RELOCATE EXIST. SPEED LIMIT "15 MPH"

WHEN FLASHING SIGN

EXIST. STOP SIGN TO REMAIN

EXIST. PEDESTRIAN

CROSSING SIGN TO REMAIN

EXIST. SPEED LIMIT "25 MPH"

SIGN TO REMAIN

6+75.00, 21.00 LT.

6+57.00, 22.00 LT.

6+10.00, 14.25 LT.

3+75.00, 22.00 LT.

END 3" MILLING & 2" RESURFACING

BEGIN 2" MILLING & 2" RESURFACING

STA. 6+50.65, 0.00

C H

N E S

END PROJECT

END PROP. EOP

STA. 6+76.57

EL. = 83.09

V P I S

E L.

V P I S

E L.

V P I S

E L.

1.27% 1.76%

2.26%

1.69%

V P I S

E L.

2.19%

18" PIPE

S-8

FL 71.40

3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00

EXISTING GROUND @ CL_SMA (PGP)

PROP. EOP GRADE

11x17

HORIZONTAL: 1" = 40'

VERTICAL: 1" = 8'

22x34

HORIZONTAL: 1" = 20'

VERTICAL: 1" = 4'

V P I S

E L.

2.01%

SHEET

N U

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

0 20 40

0+00.00

CL_SMA

0 10 20 30010203040

0+50.00

CL_SMA

0 10 20 30010203040

1+00.00

CL_SMA

0 10 20 30010203040

1+50.00

CL_SMA

0 10 20 30010203040

2+00.00

CL_SMA

0 10 20 30010203040

2+50.00

CL_SMA

0 10 20 30010203040

0 0 0 0

2 2 3 3

1 4 2 7

2 7 1 10

1 9 2 13

1 11 2 17

2.0%

2.7%

3.4%

18" PIPE

EXIST. WM

EXIST. 18" PIPE

BEGIN PROJECT

BEGIN SAWCUT

BEGIN RECONSTRUCTION

BEGIN TYPE E C&G

BEGIN MILLING & RESURFACING

STA. 0+11.41

2.0%

2.0% E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

F en ce

E xi st

F en ce E xi st

F en ce

0.0%

1:6

1:6 75.94

1:6

75.62

1:6

5.7%

SHEET

N U

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

3+00.00

0 10 20 30010203040

3+50.00

CL_SMA

0 10 20 30010203040

4+00.00

CL_SMA

0 10 20 30010203040

4+50.00

CL_SMA

0 10 20 30010203040

5+00.00

CL_SMA

0 10 20 30010203040

5+50.00

CL_SMA

0 10 20 30010203040

0 12 3 22

2 14 0 25

0 16 6 30

0 16 3 38

0 16 4 44

0 16 3 51

18" PIPE

1:6

3.0%0.7%

EXIST. WM

2.0%

END PAVEMENT RECONSTRUCTION

BEGIN EOP SAWCUT

STA. 4+08.00

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

F en ce E xi st

F en ce

0.0%

0.3%

SHEET

N U

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

6+00.00

0 10 20 30010203040

6+50.00

CL_SMA

0 10 20 30010203040

7+00.00

CL_SMA

0 10 20 30010203040

0 16 3 57

0 16 2 62

0 16 0 64

EXIST. WM

END PROJECT

END EOP SAWCUT

END TYPE E C&G

END MILLING & RESURFACING

STA. 6+76.57

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

F en ce E xi st

F en ce

0.0%

SHEET

N U

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

0+75.00

0 10 20 30010203040

.6 1E xi st

R /W

E xi st

R /W

1+60.00

CL_SMA

0 10 20 30010203040

E xi st

R /W

E xi st

R /W

2+91.00

CL_SMA

0 10 20 30010203040

E xi st

R /W

E xi st

R /W

4+44.00

CL_SMA

0 10 20 30010203040

.3 8E xi st

R /W

E xi st

R /W

5+89.00

CL_SMA

0 10 20 30010203040

E xi st

R /W

E xi st

R /W

18" PIPE

2.4%

4.1%

1.7%

1.0%

1.1%

SHEET

N U

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

0+50.00

010203040

0+19.38

CL_SMA

010203040

2+10.00

CL_SMA

010203040

3+95.00

CL_SMA

010203040

S-2

S-3

STA. 0+50.00 (12.25 LT.)

CONST. CURB INLET TYPE P-6 ALT. A

INDEX NO. 425-001, 425-010, 425-021

INLET EL. 75.35

FL 70.71 E (18")

FL 70.71 W (18")

S-2

STA. 0+19.38 (12.25 LT.)

CONST. MANHOLE TYPE 8

INDEX NO. 425-001, 425-010

TOP EL. 75.78

FL 70.65 E (18")

FL 71.05 S (18")

FL 70.65 N (18")

FROM

S-4

STA. 2+10.00 (12.25 LT.)

CONST. CURB INLET TYPE P-5 ALT. B

INDEX NO. 425-001, 425-010, 425-021

INLET EL. 75.85

FL 71.03 E (18")

FL 72.38 N (15")

FL 71.03 W (18")

S-4

101+23.78

CL_S

0 10 20 300102030

200+47.00

CL_R

0 10 20 300102030

3+31.82

CL_SMA

0102030

FROM

S-3

S-5

FROM

EX-5

18" PIPE

EXIST. 18" PIPE

FROM

S-5

S-4

S-3

S-5

STA. 3+31.82 (12.25 LT.)

CONST. MANHOLE TYPE 8

INDEX NO. 425-001, 425-010

TOP EL. 76.40

FL 71.30 E (18")

FL 71.90 N (18")

FL 71.30 W (18")FROM

S-6

FROM

S-8

STA. 3+95.00 (12.25 LT.)

CONST. CURB INLET TYPE P-5 ALT. B

INDEX NO. 425-001, 425-010, 425-021

INLET EL. 77.41

FL 71.40 W (18")S-8

S-7

STA. 200+47.00 (11.25 RT.)

CONST. CURB INLET TYPE P-5 ALT. B

INDEX NO. 425-001, 425-010, 425-021

INLET EL. 76.25

FL 72.10 W (18")

S-6

STA. 200+47.00 (11.25 LT.)

CONST. CURB INLET TYPE P-5 ALT. B

INDEX NO. 425-001, 425-010, 425-021

INLET EL. 76.05

FL 72.00 E (18")

FL 72.00 S (18")

S-7 S-6

EX-1

FROM

EX-4

S-1

EX-2

S-1

24" PIPE

18" PIPE

FROM

EX-3

FROM

S-2

S-1

STA. 101+23.78 (18.15 RT.)

CONST. MANHOLE TYPE 8

INDEX NO. 425-001, 425-010

TOP EL. 76.55

FL 70.43 S (18")

FL 70.43 W (24")

18" PIPE

EXIST. 24" PIPE

EXIST. 18" PIPE

18" PIPE

EXIST. 18" PIPE

18" PIPE

EXIST. WM

(EXIST. 18")

CONNECT TO EXIST. MH

FL 70.37

TOP EL. 76.37

CONNECT EXIST. 18" PIPE

TO PROP. MH

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

E xi st

R /W

S-4A

STA. 2+10.00 (18.25 LT.)

CONST. YARD DRAIN

INDEX NO. 425-060

TOP EL. 75.60

FL 72.42 S (15")

S-4A

15" PVC PIPE

SHEET

N U

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

M B

S D

R O

B Y

T N

U M

.1 8.

T M

A N

A G

K . N

N , P

C A

. M

Q S

D A

K . N

N , P

N o.

. M A

R Y

A V

E D

R A

G E

O V

W oo db in e

R oa d

Pa ce

Fl or id a

Te l 8

Fa x

Sheets and Views

1 KEY SHEET

2 GENERAL NOTES

3 SUMMARY OF QUANTITIES

4 TYPICAL SECTION

5 PROJECT LAYOUT

6 PLAN & PROFILE (1)

7 PLAN & PROFILE (2)

8 CROSS SECTIONS (1)

9 CROSS SECTIONS (2)

10 CROSS SECTIONS (3)

11 DRIVEWAY SECTIONS

12 DRAINAGE STRUCTURES

13 MISCELLANEOUS DETAILS (1)

14 MISCELLANEOUS DETAILS (2)

15 MISCELLANEOUS DETAILS (3)

16 MICSELLANEOUS DETAILS (4)

17 MISCELLANEOUS DETAILS (5)

18 MISCELLANEOUS DETAILS (6)

19 MISCELLANEOUS DETAILS (7)

	2025-05-28T12:10:34-0400
Eric K Nelson
I am approving this document

File details come from the government source that posted it. Updated Jul 1, 2025.