WestSpencerField_GiddensRoadRoundabout_Plans_Bid_Set.pdf

PDF 26 MB Posted Sep 9, 2025

Attached to: West Spencer Field Rd and Giddens Rd Roundabout
Solicitation number: 25-056
Issued by: Santa Rosa County, Mount Carmel CDP, Florida

About this file

Written by GovTribe AI · Sep 22, 2025

The document is a detailed set of construction plans for the West Spencer Field Road Roundabout project, prepared by Consor North America, Inc. and Columbia Engineering, Inc. for Santa Rosa County, Florida. The project involves road reconstruction, including roadway plans, drainage plans, grading plans, utility adjustments, and roundabout construction. The plans include comprehensive details such as typical sections, demolition plans, cross-sections, signing and pavement marking plans, and miscellaneous infrastructure details. The project involves multiple quantities of work, including 3,401 square yards of asphalt removal, 517 tons of superpave asphalt concrete, concrete curbing, sidewalks, and various pavement markings.

The project is funded through Santa Rosa County's public works department, with engineering oversight by licensed professional engineers Erik C. Leschak (License No. 63874) and David E. Wagner (License No. 49363). The plans are governed by Florida Department of Transportation standards for the fiscal year 2025-26, and include specific requirements for erosion control, utility protection, and site restoration. The contractor will be responsible for maintaining traffic access, protecting existing utilities, and completing all work in accordance with federal, state, and local regulations. The plans indicate a comprehensive approach to infrastructure improvement, with detailed specifications for road construction, drainage, lighting, and associated infrastructure elements.

View the file

Other files

File	Type	Posted
West_Spencer_Field_Rd_and_Giddens_Rd_Roundabout.pdf	PDF	Sep 15, 2025
Draft_Contract_-_25-056.pdf	PDF	Sep 11, 2025
WestSpencerField_SOV_Bid-Form.pdf	PDF	Sep 11, 2025
WestSpencerField_GiddensroadRoundabout_Project-Manual.pdf	PDF	Sep 9, 2025

On GovTribe

Work with this file

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.

6/2/2025 2:57:49 PM c:\pw_work\american-pw-01\d0229474\KEYSRD01.dwgJacob Barnett

WEST SPENCER FIELD ROAD

SHEET NO. SHEET DESCRIPTION

C-1 KEY SHEET

C-1A SIGNATURE SHEET

C-2 GENERAL NOTES

C-3 SUMMARY OF QUANTITIES

C-4 TYPICAL SECTION

C-5 PROJECT LAYOUT

C-6 - C-7 DEMOLITION PLAN

C-8 - C-10 ROADWAY PLAN

C-11 - C-13 DRAINAGE PLAN

C-14 - C-15 GRADING PLAN

C-16 - C-21 GRADING PLAN & PROFILE

C-22 - C-23 ROADWAY PROFILE

C-24 - C-35 ROADWAY CROSS SECTIONS

C-36 - C-38 SINGING & PAVEMENT MARKING PLAN

C-39 - C-40 UTILITY ADJUSTMENTS

C-41 - C-52 MISCELLANEOUS DETAILS

L-1 LIGHT POLE DATA, LEGEND, & NOTES

L-2 LIGHTING PLAN

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA

DELAND 4

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

FORT WALTON

BEACH

PENSACOLA

WEST PALM

BEACH

FLORIDA

TURNPIKE

PANAMA

CITY

LAKE

CITY

DAYTONA

BEACH

SARASOTA -

BRADENTON

BEE LINE

EXPRESSWAY

PROJECT LOCATION

COUNTY OF SANTA ROSA, FLORIDA

PUBLIC WORKS

CONSTRUCTION PLANS

PROJECT NO.: 21-006 ACEF-005

SANTA ROSA COUNTY BOARD OF COMMISSIONERS:

BOBBY BURKETT

DISTRICT 1 COMMISSIONER

KERRY SMITH

CHAIRMAN

DISTRICT 2 COMMISSIONER

RHETT ROWELL

DISTRICT 3 COMMISSIONER

RAY EDDINGTON

DISTRICT 4 COMMISSIONER

COLTEN WRIGHT

VICE CHAIRMAN

DISTRICT 5 COMMISSIONER

TOWNSHIP 1 N RANGE 29 WSECTION 24

T-2-N T-1-N

R -3

0- W

R -2

9- W

T-2-N T-1-N

PROJECT LOCATION

E O

F F

R E C

D O

F T

S H E E T

H E E

E D

N E D A

N D S

E D U

N D E R R

-2

4‚ F

.A .C

GOVERNING STANDARDS AND SPECIFICATION:

FLORIDA DEPARTMENT OF TRANSPORTATION,

STANDARD PLANS DATED FY 2025-26.

AND STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION DATED FY 2025-26,

AS AMENDED BY CONTRACT DOCUMENTS.

FOR DESIGN STANDARDS MODIFICATIONS CLICK ON "DESIGN STANDARDS"

AT THE FOLLOWING WEB SITE:

HTTP://WWW.FDOT.GOV/DESIGN/STANDARDPLANS/CURRENT

FOR THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION

CLICK ON THE "SPECIFICATIONS" LINK AT THE FOLLOWING WEB SITE:

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

INDEX OF CONTRACT PLANS

SHEET NO.

C-1

R -2

9- W

R -2

8- W

ENGINEER OF RECORD:

ERIK C. LESCHAK, P.E.

LICENSE NUMBER: 63874

CONSOR NORTH AMERICA, INC.

2818 CYPRESS RIDGE BLVD, SUITE 200

WESLEY CHAPEL, FLORIDA 33544

PLANS PREPARED BY:

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

SHEET NO.

C-1 C-1A C-2 C-3 C-4 C-5 C-6 - C-7 C-8 - C-10 C-14 - C-15 C-16 - C-21 C-22 - C-23 C-24 - C-35 C-36 - C-38 C-39 - C-40 C-41 - C-52

SHEET DESCRIPTION

KEY SHEET

SIGNATURE SHEET

GENERAL NOTES

SUMMARY OF QUANTITIES

TYPICAL SECTION

PROJECT LAYOUT

DEMOLITION PLAN

ROADWAY PLAN

GRADING PLAN

GRADING PLAN & PROFILE

ROADWAY PROFILE

CROSS SECTIONS

SIGNING & PAVEMENT MARKING PLAN

UTILITY ADJUSTMENTS

MISCELLANEOUS DETAILS

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\SIGNRD01.dwg Jun 02, 2025 - 2:57pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

S I G N A T U R E

S H E E T

21-006 ACEF-005

C-1A

JCB

05/2025

ECL

05/2025

CONSOR NORTH AMERICA, INC.

2818 CYPRESS RIDGE BLVD, SUITE 200

WESLEY CHAPEL, FLORIDA 33544

PHONE: (813) 435-2600

ERIK C. LESCHAK, P.E. NO. 63874

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

STATE OF

No.

FESSIONAL ENGIN

IK C. LESCHAK

F L O R I D A

63874 L I

C E N S E

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

COLUMBIA ENGINEERING, INC.

1284 JACKSON AVENUE

CHIPLEY, FL 32428

PHONE: (850) 638-3100

DAVID E. WAGNER, PE NO. 49363

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

SHEET NO.

C-1A L-1 L-2

SHEET DESCRIPTION

SIGNATURE SHEET

LIGHT POLE DATA, LEGEND, AND NOTES

LIGHTING PLAN

STATE OF

No.

FESSIONAL ENGIN

V ID E. WAGNER

F L O R I D A

49363 L I

C E N S E

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN

ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.

CONSOR NORTH AMERICA, INC.

2818 CYPRESS RIDGE BLVD, SUITE 200

WESLEY CHAPEL, FLORIDA 33544

PHONE: (813) 435-2600

ERIC K. NELSON, JR., P.E. NO. 79361

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

STATE OF

No.

FESSIONAL ENGIN

K. NELSON, JR.

FLORIDA

79361 L I

C E N S E

SHEET NO.

C-1A C-11 - C-13

SHEET DESCRIPTION

SIGNATURE SHEET

DRAINAGE PLAN

GENERAL NOTES:

1. BENCHMARK ELEVATIONS AS IDENTIFIED ON THE SURVEY ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

2. HORIZONTAL POSITIONS FOR ALL FEATURES SHOWN ON THE PLANS ARE RELATIVE TO NORTH AMERICAN DATUM OF 1983 (NAD83), 2011 ADJUSTMENT, STATE PLANE COORDINATE SYSTEM, FLORIDA NORTH ZONE.

3. UNDERGROUND UTILITIES AS SHOWN HEREIN ARE BASED ON ABOVE GROUND MARKINGS, PAINTING, FLAGGING AND/OR OTHER VISIBLE EVIDENCE AS MARKED BY OTHERS, EXISTING AT THE TIME OF FIELD SURVEY.

4. THERE ARE NO SPECIAL EVENT DAYS FOR THIS PROJECT.

5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLAN DIMENSIONS AND SITE CONDITIONS, AND IS TO NOTIFY THE COUNTY OF SANTA ROSA AND/OR THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE SITE

CONDITIONS AND INFORMATION SHOWN ON THE PLANS PRIOR TO COMMENCING WORK.

6. THE CONTRACTOR SHALL PROVIDE CONTINUOUS TRAFFIC ACCESS TO ADJOINING PROPERTIES ALONG THE ENTIRE LENGTH OF THE PROJECT.

7. IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL TEMPORARY EROSION CONTROL, TEMPORARY DRAINAGE, AND INCIDENTAL CONSTRUCTION NECESSARY TO PREVENT EROSION. THE CONTRACTOR IS TO PROVIDE EROSION

CONTROL / SEDIMENTATION BARRIERS (SYNTHETIC BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, THE CONTRACTOR SHALL PLACE

STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE AND INTO EXISTING STORM DRAINAGE FACILITIES EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO PROVIDE EROSION

CONTROL AND RESTORE THE AREA TO THE SATISFACTION OF THE ENGINEER AND/OR LOCAL AUTHORITIES.

8. THE CONTRACTOR SHALL MAINTAIN THE RIGHT-OF-WAY DURING CONSTRUCTION IN A SATISFACTORY MANNER TO PREVENT THE DEPOSITION OF SAND, ETC. BY WATER OR WIND EROSION ONTO ADJACENT PROPERTIES. EROSION

CONTROL MEASURES SHALL BE IN PLACE PRIOR TO BEGINNING CONSTRUCTION. EROSION CONTROL ITEMS ARE ESTIMATED FOR PREVENTION, CONTROL, ABATEMENT OF EROSION, SEDIMENTATION, AND WATER SOLUTION. THESE

ITEMS ARE TO BE USED AT THE LOCATIONS DESCRIBED IN THE CONTRACTOR'S APPROVED EROSION CONTROL FLOW OR AS DIRECTED BY THE ENGINEER TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

9. CONTRACTOR TO BAHIA SOD OR TURF ALL DISTURBED AREAS.

10. USE OF OPTIONAL PIPE MATERIALS OTHER THAN REINFORCED CONCRETE PIPE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.

11. CONTRACTOR SHALL EMPLOY CONSTRUCTION METHODS THAT WILL NOT PRODUCE DAMAGING VIBRATIONS, SOIL MOVEMENT, SOIL LOSS, OR INSTABILITY OF ADJACENT EXISTING STRUCTURES. ANY DAMAGE TO ADJACENT

STRUCTURES WITHIN (50 FEET) AS A RESULT OF THE PROPOSED WORK SHALL BE REPAIRED AT NO ADDITIONAL EXPENSE TO THE COUNTY.

12. ALL NECESSARY PERMITS AND APPROVALS FROM THE AGENCIES GOVERNING THIS WORK SHALL BE SECURED PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PERMITS

HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION COMMENCEMENT.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ANY EXISTING IMPROVEMENTS AND/OR FEATURES, INCLUDING PERMANENT SURVEY MARKERS AND BENCHMARKS, WHICH ARE NOT DESIGNATED TO BE REMOVED OR

ALTERED ON THE PLANS.

14. ALL DIMENSIONS AND GRADES ON THESE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING

WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES.

15. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS-BUILT" CONDITIONS OF ALL WORK.

16. UTILITY/AGENCY OWNERS: COMPANY CONTACT TELEPHONE NUMBERS EMAIL

AT&T DISTRIBUTION (TELEPHONE) DINO FARRUGGIO N/A G27896@ATT.COM

CITY OF MILTON (GAS) JOE COOK (850) 983-5434 JECOOK@MILTONFL.ORG

FLORIDA POWER & LIGHT - MILTON (ELECTRIC) STEPHEN HARRIS (850) 444-6895 STEPHEN.HARRIS@FPL.COM

MEDIACOM SOUTHEAST LLC (CATV) EDDIE ARNOLD (850) 934-2560 N/A

PACE WATER SYSTEM (SEWER, WATER) DAMON BOUTWELL (850) 994-5129 DBOUTWELL@PACEWATER.ORG

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\GNNTRD01.dwg Jun 02, 2025 - 2:58pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

G E N E R A L

N O T E S

21-006 ACEF-005

C-2

JCB

05/2025

ECL

05/2025

ITEM UNIT QUANTITY

MOBILIZATION (NTE 10%) LS 1

MAINTENANCE OF TRAFFIC (MOT) LS 1

SEDIMENT & EROSION CONTROL LF 2,315

UTILITY RELOCATIONS AND ADJUSTMENTS LS 1

REMOVAL

APSHALT REMOVAL SY 3,401

DRIVEWAY REMOVAL SY 156

SIDEWALK REMOVAL SY 215

MISCELLANEOUS CONCRETE REMOVAL SY 16

DRAINAGE STRUCTURE REMOVAL EA 3

DRAINAGE PIPE REMOVAL LF 168

SINGLE SIGN POST, REMOVAL AS 4

ROADWAY

REGULAR EXCAVATION CY 1,493.3

EMBANKMENT CY 986.3

SUPERPAVE ASPHLTIC CONCRETE, TRAFFIC C TN 517

ASPHALT CONCRETE FRICTION COURSE, TRAFFIC C, FC-12.5 TN 354

OPTIONAL BASE, BASE GROUP 9 SY 2,876

OPTIONAL BASE, BASE GROUP 14 SY 1,257

TYPE B STABILIZATION SY 5,639

CONCRETE TRAFFIC SEPARATOR, SPECIAL- VARIABLE WIDTH SY 278

CONCRETE CURB, TYPE D LF 156

CONCRETE CURB & GUTTER, TYPE F LF 1,089

CONCRETE CURB, TYPE RA LF 254

CONCRETE PAVEMENT FOR ROUNDABOUT APRON, 12" DEPTH SY 338

CONCRETE DRIVEWAY, 6" SY 290

CONCRETE SIDEWALK, 4" SY 543

GRAVEL DRIVEWAY SY 45

DETECTABLE WARNINGS SF 309

PERFORMACE TURF, SOD SY 3,509

MILLING EXISTING ASPHALT PAVEMENT, 1.5" DEPTH SY 198

SIGNING

SINGLE POST SIGN, F&I GROUND MOUNT, UP TO 12 SF AS 28

SINGLE POST SIGN, RELOCATE AS 2

PAVEMENT MARKINGS

THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD-OTHER

SURFACES, WHITE, SOLID, 6"

GM 0.569

THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD-OTHER

SURFACES, YELLOW, SOLID, 6"

GM 0.612

THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD, WHITE, 2-2

DOTTED EXTENSION LINE, 12" FOR ROUNDABOUT

GM 0.023

THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD, WHITE,

SOLID, 12" FOR CROSSWALK AND ROUNDABOUT

LF 238

THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD, WHITE,

SOLID, 18" FOR DIAGONALS AND CHEVRONS

LF 192

THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD, YELLOW,

SOLID, 18" FOR DIAGONAL OR CHEVRON

LF 136

THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD, WHITE,

SOLID, 24" FOR STOP LINE AND CROSSWALK

LF 242

THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD, WHITE,

MESSAGE OR SYMBOL

EA 4

THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD, WHITE,

YIELD LINE

LF 63

THERMOPLASTIC, PAVEMENT MARKINGS, STANDARD, WHITE,

ARROW

EA 4

RAISED PAVEMENT MARKERS, TYPE B EA 210

DRAINAGE

INLETS, DT BOT, TYPE D, <10' EA 2

INLETS, CLOSED FLUME EA 7

MITERED END SECTION, 12"x18" SD EA 4

MITERED END SECTION, 19"x30" CD EA 1

MITERED END SECTION, 19"x30" SD EA 2

MITERED END SECTON, OPT. ROUND, 24" SD EA 2

PIPE CULVERT, 12"x18" S/CD LF 78

PIPE CULVERT, 19"x30" S/CD LF 245

PIPE CULVERT, 24" S/CD LF 32

LIGHTING

CONDUIT, FUNISH & INSTALL, OPEN TRENCH LF 400

CONDUIT, FUNISH & INSTALL, DIRECTIONAL BORE LF 320

LIGHTING CONDUCTORS, 6, 8 LF 2,160

PULL & SPLICE BOX, F&I, 13X24 COVER SIZE EA 13

ELECTRICAL POWER SERVICE, , F&I, OH METER PURCHASED BY

CONTR. FROM POWER CO.

EA 1

ELECTRICAL SERVICE WIRE LF 100

ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1

LIGHT POLE COMPLETE, STD, 35 FT EA 13

LOAD CENTER, F&I, SECONDARY VOLTAGE EA 1

LIGHT POLE CABLE DISTRIBUTION SYSTEM EA 13

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\CESSRD01.dwg Jun 02, 2025 - 2:58pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

S U M M A R Y O

F Q U A N T I T I E S

21-006 ACEF-005

C-3

JCB

05/2025

TYPICAL SECTION

WEST SPENCER FIELD ROAD

STA. 10+38.86 - STA. 11+49.86

STA. 14+63.93 - STA. 16+27.38

GIDDENS LANE

STA. 47+89.05 - STA. 51+02.89

SOUTH SPENCER FIELD ROAD

STA. 54+17.08 - STA. 55+27.95

ROUNDABOUT DETAIL

WEST SPENCER FIELD ROAD

℄ CONST.

WEST SPENCER FIELD ROAD,

SOUTH SPENCER FIELD ROAD,

GIDDENS LANE

0.02 0.02 0.060.06

PGL RTPGL LT

12' - 13' 12' - 13'

MEDIAN VARIES

0' - 8'

1:61:6

4" 4"

STABILIZATION

4'4'

Existing R/W Line PROPOSED R/W

13'13'

VARIES

(6' MIN)

℄ CONST.

WEST SPENCER FIELD ROAD,

SOUTH SPENCER FIELD ROAD,

GIDDENS LANE

PGL RTPGL LT

4" 4"

2'2' 1' 1'

0.020.02 0.020.02 1:21:

TYPE F

CURB

TYPE F

CURB

VARIES 50' - 80'VARIES VARIES

Existing R/W Line

PROPOSED R/W PROPOSED R/W

Existing R/W Line

STABILIZATION

Existing R/W Line

PROPOSED R/W

VARIES 50' - 80'

CONCRETE TRAFFIC

SEPARATOR - TYPE I

(FDOT INDEX 520-020)

15' 16' 8'

TYPE F

CURB

TYPE D

CURB

TYPE RA

CURB STABILIZATION

12" CONCRETE

TRUCK APRON

4" CONCRETE

SIDEWALK

0.020.02 0.02

2' SOD2'

4" 4"

WEST SPENCER FIELD ROAD

STA. 11+49.86 - STA. 12+47.27

STA. 13+66.26 - STA. 14+63.93

GIDDENS LANE

STA. 51+02.89 - STA. 52+01.01

SOUTH SPENCER FIELD ROAD

STA. 53+18.85 - STA. 54+17.08

1:2

SHLDR

0' - 6'

PROPOSED R/W

0.02 4'

VARIESVARIES

TYPE F

CURB

4" CONCRETE

SIDEWALK

0.02 1:2

5' - 8' 2' SOD2' SOD PROPOSED R/W

SIDEWALK DETAIL (LT & RT)

WEST SPENCER FIELD ROAD

GIDDENS LANE

4'4'

RECONSTRUCTION & WIDENING

WEST SPENCER FIELD ROAD

STA. 10+38.86 - STA. 16+27.38

SOUTH SPENCER FIELD ROAD

STA. 53+18.85 - STA. 55+27.95

OPTIONAL BASE GROUP 9 WITH

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (2.00")

AND FRICTION COURSE FC-12.5 (TRAFFIC C) (1.50")

RECONSTRUCTION

GIDDENS LANE

STA. 47+89.05 - STA. 52+01.01

OPTIONAL BASE GROUP 14 TYPE B 12.5 WITH

TYPE SP STRUCTURAL COURSE (TRAFFIC C) (3.00")

AND FRICTION COURSE FC-12.5 (TRAFFIC C) (1.50")

MILLING AND RESURFACING

WEST SPENCER FIELD ROAD

STA. 10+18.86 - STA. 10+38.86

STA. 16+27.38 - STA. 16+47.38

GIDDENS LANE

STA. 47+69.05 - STA. 47+89.05

SOUTH SPENCER FIELD ROAD

STA. 55+27.95 - STA. 55+47.95

MILL EXISTING ASPHALT PAVEMENT (1.50")

FRICTION COURSE FC-12.5 (TRAFFIC C) (1.50")

21:2

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\TYPSRD01.dwg Jun 02, 2025 - 2:58pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

T Y P I C A L

S E C T I O N

21-006 ACEF-005

C-4

JCB

05/2025

BM1

BM2

BM3

SHEET

C-6/C-9/C-12/ C-14/C-37/C-39

SOUTH SPENCER FIELD ROAD

GIDDENS LANE

W E S T

S P E N C E R F

W E S T

S P E N C E R F

S 87° 09' 24" E

N 88° 24' 14" E S 89° 20' 17" E S 87° 37' 44" E

N 10° 50' 44" E

N 02° 19' 54" E

N 00° 55' 05" E

N 02° 28' 09" E

STA. 52+60.04

¡ GIDDENS-SSPENCERCL =

STA. 13+06.88

¡ WSPENCERCL1

BEGIN ALIGNMENT

¡ GIDDENS-SSPENCERCL

STA. 40+00.00

N=598286.5002

E=1134177.4377

END ALIGNMENT

¡ GIDDENS-SSPENCERCL

STA. 57+90.85

N=598226.0544 E=1135966.5101

END ALIGNMENT

¡ WSPENCERCL1

STA. 17+18.77

N=598648.4535 E=1135497.3368

BEGIN ALIGNMENT

¡ WSPENCERCL1

STA. 10+00.00

N=597935.1655

E=1135425.2138

50 55

PC STA. 48+14.05

PC STA. 50+82.07

PT STA. 48+91.53

PT STA. 52+59.61

PC STA. 11+31.58

PC STA. 12+08.23

PT STA. 11+56.25

PT STA. 12+35.30

PC STA. 54+52.12

PT STA. 54+81.95

PC STA. 14+34.78

PT STA. 16+43.77

PRC STA. 14+75.00

BEGIN/END ALIGNMENT

¡ INSCRIBED CIRCLE

STA. 0+00.00/3+64.42

N=598241.1725 E=1135493.9797

= STA. 53+18.04

¡ GIDDENS-SSPENCERCL

¡ WSPENCERCL1

¡ INSCRIBED CIRCLE

¡ WSPENCERCL1

¡ GIDDENS-SSPENCERCL

NOTE:

THE CONTRACTOR SHALL CONTACT THE COUNTY SURVEYOR TO DETERMINE

HOW TO ACCOMMODATE SURVEY CONTROLS DURING CONSTRUCTION .

CURVE DATA WSPENCERCL1

PI STA. = 11+43.92

DELTA = 1° 24' 49"

D = 5° 43' 46" T = 12.34 L = 24.67 R = 1000.00

PC STA. = 11+31.58

PT STA. = 11+56.25

C1 CURVE DATA WSPENCERCL1

PI STA. = 12+21.76

DELTA = 1° 33' 04"

D = 5° 43' 46" T = 13.54 L = 27.07 R = 1000.00

PC STA. = 12+08.23

PT STA. = 12+35.30

C2 CURVE DATA WSPENCERCL1

PI STA. = 14+54.89

DELTA = 2° 18' 15"

D = 5° 43' 46" T = 20.11 L = 40.21 R = 1000.00

PC STA. = 14+34.78

PT STA. = 14+75.00

C3 CURVE DATA WSPENCERCL1

PI STA. = 15+59.58

DELTA = 9° 40' 12"

D = 5° 43' 46" T = 84.59 L = 168.77 R = 1000.00

PC STA. = 14+75.00

PT STA. = 16+43.77

CURVE DATA GIDDENS-SSPENCERCL

PI STA. = 48+52.81

DELTA = 4° 26' 22"

D = 5° 43' 46" T = 38.76 L = 77.48 R = 1000.00

PC STA. = 48+14.05

PT STA. = 48+91.53

C5 CURVE DATA GIDDENS-SSPENCERCL

PI STA. = 51+71.02

DELTA = 8° 48' 26"

D = 4° 57' 38" T = 88.94 L = 177.54 R = 1155.00

PC STA. = 50+82.07

PT STA. = 52+59.61

C6 CURVE DATA GIDDENS-SSPENCERCL

PI STA. = 54+67.04

DELTA = 1° 42' 33"

D = 5° 43' 46" T = 14.92 L = 29.83 R = 1000.00

PC STA. = 54+52.12

PT STA. = 54+81.95

CURVE DATA INSCRIBED CIRCLE

PI STA. = -0+00.00

DELTA = 359° 59' 58"

D = 98° 47' 09" T = 0.00 L = 364.42 R = 58.00

PC STA. = 0+00.00

PT STA. = 3+64.42

SHEET

C-8/C-11/C-36

SHEET

C-7/C-C-10/C-C-13/ C-15/C-38/C-40

BEGIN CONSTRUCTION

STA. 47+69.05

BEGIN CONSTRUCTION

STA. 10+18.86

END CONSTRUCTION

STA. 55+47.95

END CONSTRUCTION

STA. 16+47.38

BENCHMARK DATA

POINT # DESCRIPTION ELEVATION NORTHING EASTING

BM1 SET 5/8" IRON ROD "SMC. TRAV. PT." 129.68 598278.9926 1134817.8058

BM2 SET 5/8" IRON ROD "SMC. TRAV. PT." 131.68 598247.1685 1135342.7693

BM3 SOUTH BOLT ON FIRE HYDRANT 143.55 598269.6233 1135522.4260

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\PLAYRD201.dwg Jun 02, 2025 - 2:58pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

P R O J E C T

L A Y O U T

21-006 ACEF-005

C-5

JCB

05/2025

END MILLING TRANSITION

BEGIN PAVEMENT REMOVAL

STA. 47+89.05

END PAVEMENT REMOVAL

BEGIN MILLING TRANSITION

STA. 55+27.95

STA. 16+27.38

END MILLING TRANSITION

BEGIN PAVEMENT REMOVAL

STA. 10+38.86

Existing R/W Line

PROPOSED R/W

Existing R/W Line

ASPHALT REMOVAL

LEGEND:

REMOVE GRATE INLET

REMOVE MES

REMOVE DRAINAGE MANHOLE

REMOVE 36 LF OF 2-12" CPP

REMOVE 13 LF OF 18" CPP

REMOVE 52 LF OF 24" CMP

126 SY OF SIDEWALK REMOVAL

3401 SY OF

ASPHALT REMOVAL

22 SY OF

SIDEWALK REMOVAL

67 SY OF

SIDEWALK REMOVAL

94 SY OF CONCRETE

DRIVEWAY REMOVAL

25 SY OF CONCRETE

DRIVEWAY REMOVAL

2155132.34 SN NO PARKING PARKING AVAILABLE AT BENNY RUSSELL PK

2272133.54TG SPEED LIMI

T 45 MPH

37 SY OF CONCRETE

DRIVEWAY REMOVAL

160 LF OF SEDIMENT BARRIER

519 LF OF SEDIMENT BARRIER

639 LF OF SEDIMENT BARRIER

236 LF OF SEDIMENT BARRIER

474 LF OF SEDIMENT BARRIER

127 LF OF SEDIMENT BARRIER

49 LF OF

SEDIMENT

BARRIER

CONCRETE REMOVAL

℄ ROUNDABOUT INNER CIRCLE

STA. 0+00.00 = STA. 2+63.89

REMOVE 31 LF OF 18" RCP

16 SY OF CONCRETE REMOVAL

47+00 48+00 49+00 50+00

51+00 52+00 53+00 54+00 55+00 56+00

W S P E N C E R C L1

¡ GIDDENS-SSPENCERCL

NOTES:

ALIGNMENT INFORMATION IS LOCATED IN ROADWAY PLAN (SHEET C-9)

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-12)

ADDITIONAL HORIZONTAL STATION & OFFSETS ARE LOCATED IN THE GRADING PLAN (SHEET C-14)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-16 - C-21)

+96.85

24.66 LT.

+45.50

40.18 LT.

+73.55

43.42 LT.

+27.99

26.12 LT.

+27.93

21.88 RT.

+78.59

21.55 RT.

+66.32

21.35 RT.

+76.49

39.80 RT.

+60.32

39.26 RT.

+39.13

32.82 RT.

+38.64

31.19 LT.

+89.03

19.68 RT.

+88.99

28.32 LT.

GIDDENS LANE

SOUTH SPENCER FIELD ROAD

W E S T

S P E N C E R F

W E S T

S P E N C E R

R O A D

BEGIN CONSTRUCTION

BEGIN MILLING TRANSITION

STA. 47+69.05

END CONSTRUCTION

STA. 55+47.95

BEGIN CONSTRUCTION

STA. 10+18.86

Existing R/W Line

¡ GIDDENS-SSPENCERCL

+76.48

43.79 LT.

+79.10

28.96 LT.

+97.70

35.98 LT.

+09.37

56.84 LT.

+66.77

37.16 LT.+88.00

27.76 LT.

+12.03

28.58 LT.+88.92

9.84 LT.

+89.05

10.24 RT.

+38.61

20.44 LT.

+38.86

13.54 RT.

+03.05

33.36 RT.

+03.01

38.36 RT.

+22.80

38.52 RT.

+06.82

38.39 RT.

+17.37

41.10 RT.

+54.59

58.34 RT.

+38.14

20.44 RT.+54.18

37.69 RT.

+27.95

10.36 RT.

+38.09

31.24 LT.

BEG. STA. 10+00.00

+86.66

42.02 RT.

+40.74

47.26 LT.

+15.53

38.45 LT.

MATCHLINE STA. - 15+70.00

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\PLANRD03.dwg Jun 02, 2025 - 2:58pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

D E M O L I T I O N

P L A N

21-006 ACEF-005

C-6

JCB

05/2025

END PAVEMENT REMOVAL

STA. 16+27.38

Existing R/W Line

2272133.54TG SPEED LIM

IT 45 MPH

160 LF OF SEDIMENT BARRIER

W S P E N C E R C L1

+26.39

42.34 LT.

+28.03

36.25 RT.

R O A D

NOTES:

ALIGNMENT INFORMATION IS LOCATED IN ROADWAY PLAN (SHEET C-10)

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-13)

ADDITIONAL HORIZONTAL STATION & OFFSETS ARE LOCATED IN THE GRADING PLAN (SHEET C-15)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-16 - C-21)

END CONSTRUCTION

STA. 16+47.38

ASPHALT REMOVAL

LEGEND:

W S P E N C E R C L1

W E S T

S P E N C E R F

SEDIMENT BARRIER

+27.31

11.60 RT.

+27.38

10.97 LT.

END STA. 17+18.77

MATCHLINE STA. - 15+70.00

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\PLANRD03.dwg Jun 02, 2025 - 2:58pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

D E M O L I T I O N

P L A N

21-006 ACEF-005

C-7

JCB

05/2025

CURVE DATA GIDDENS-SSPENCERCL

PI STA. = 48+52.81

DELTA = 4° 26' 22"

D = 5° 43' 46" T = 38.76 L = 77.48 R = 1000.00

PC STA. = 48+14.05

PT STA. = 48+91.53

CURVE DATA WSPENCERCL1

PI STA. = 11+43.92

DELTA = 1° 24' 49"

D = 5° 43' 46" T = 12.34 L = 24.67 R = 1000.00

PC STA. = 11+31.58

PT STA. = 11+56.25

Existing R/W Line S-01

S-02

CONST. 45 SY OF

GRAVEL DRIVEWAY BEGIN CONSTRUCTION

BEGIN MILLING TRANSITION

+48.92

30.00 LT.

+32.92

30.00 LT.

40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00

BEG. STA. 40+00.00

S 87° 09' 24" E

¡ GIDDENS-SSPENCERCL

Existing R/W Line

NOTES:

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-11)

NOTES:

REMOVAL ITEMS ARE LOCATED IN THE DEMOLITION PLAN (SHEET C-6)

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-12)

ADDITIONAL HORIZONTAL STATION & OFFSETS ARE LOCATED IN THE GRADING PLAN (SHEET C-14)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-16 - C-21)

GRAVEL DRIVEWAY

DRAINAGE STRUCTURE

NUMBER

LEGEND:

S-##

C H

N E S

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\PLANRD201.dwg Jun 02, 2025 - 2:59pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

R O A D W

A Y P

L A N

21-006 ACEF-005

C-8

JCB

05/2025

CURVE DATA GIDDENS-SSPENCERCL

PI STA. = 48+52.81

DELTA = 4° 26' 22"

D = 5° 43' 46" T = 38.76 L = 77.48 R = 1000.00

PC STA. = 48+14.05

PT STA. = 48+91.53

CURVE DATA WSPENCERCL1

PI STA. = 14+54.89

DELTA = 2° 18' 15"

D = 5° 43' 46" T = 20.11 L = 40.21 R = 1000.00

PC STA. = 14+34.78

PRC STA. = 14+75.00

CURVE DATA WSPENCERCL1

PI STA. = 15+59.58

DELTA = 9° 40' 12"

D = 5° 43' 46" T = 84.59 L = 168.77 R = 1000.00

PRC STA. = 14+75.00

PT STA. = 16+43.77

CURVE DATA GIDDENS-SSPENCERCL

PI STA. = 54+67.04

DELTA = 1° 42' 33"

D = 5° 43' 46" T = 14.92 L = 29.83 R = 1000.00

PC STA. = 54+52.12

PT STA. = 54+81.95

CURVE DATA WSPENCERCL1

PI STA. = 11+43.92

DELTA = 1° 24' 49"

D = 5° 43' 46" T = 12.34 L = 24.67 R = 1000.00

PC STA. = 11+31.58

PT STA. = 11+56.25

CURVE DATA WSPENCERCL1

PI STA. = 12+21.76

DELTA = 1° 33' 04"

D = 5° 43' 46" T = 13.54 L = 27.07 R = 1000.00

PC STA. = 12+08.23

PT STA. = 12+35.30

CURVE DATA GIDDENS-SSPENCERCL

PI STA. = 51+71.02

DELTA = 8° 48' 26"

D = 4° 57' 38" T = 88.94 L = 177.54 R = 1155.00

PC STA. = 50+82.07

PT STA. = 52+59.61

C5 C6

C2 C3

Existing R/W Line

PROPOSED R/W

Existing R/W Line

CONCRETE PAVEMENT

ASPHALT PAVEMENT

DETECTABLE WARNING

MILLING TRANSITION

CURB RAMP ID

(FDOT INDEX 425-052)

DRAINAGE STRUCTURE

NUMBER

LEGEND:

CONST. TYPE F CURB

CR-D

-D CR

-D

CR-D

-DC

R -D

CR-D

'12

12'

CONST. TYPE RA CURB

CONST. TYPE F CURB

CONST. TYPE D CURB

CONST. 8' SIDEWALK

WITH 2' SOD BUFFER

CONST. 8' SIDEWALK

WITH 2' SOD BUFFER

CONST. 8' SIDEWALK

WITH 2' SOD BUFFER

CONST. 8' SIDEWALK

WITH 2' SOD BUFFER

℄ ROUNDABOUT INSCRIBED CIRCLE

STA. 0+00.00 = STA. 3+64.42

R58.00END MILLING TRANSITION

BEGIN PAVEMENT WIDENING

STA. 47+89.05

END PAVEMENT WIDENING

BEGIN MILLING TRANSITION

STA. 55+27.95

END MILLING TRANSITION

BEGIN PAVEMENT WIDENING

STA. 10+38.86

+96.88

25.66 LT.

+66.53

38.14 LT.

+59.81

57.30 LT.

+97.91

37.00 LT.

+77.34

44.90 LT.

+79.94

30.11 LT.

+97.91

29.00 LT. +01.24

31.30 RT.

+79.05

93.93 RT.

+71.23

95.62 RT.

+53.84

59.09 RT.

+17.11

42.09 RT.

+75.24

31.88 LT.

+15.37

39.44 LT.

+86.24

43.03 RT.

+40.23

47.25 LT.

+68.02

29.50 RT.

END TRANSITION TO

8' SIDEWALK WITH 2' SOD BUFFER

STA. 12+03.27, 29.00 LT.

END 5' SIDEWALK WITH 2' SOD BUFFER

BEGIN TRANSITION TO 8' SIDEWALK WITH 2' SOD BUFFER

STA. 11+48.60, 25.97 LT.

BEGIN 5' SIDEWALK

WITH 4' SOD BUFFER

STA. 10+41.71, 20.43 LT.

+02.00

39.35 RT.

+02.04

34.35 RT.

END 5' SIDEWALK

RECONSTRUCTION

STA. 13+88.75

64.95 RT.

BEGIN 5' SIDEWALK

RECONSTRUCTION

STA. 13+48.27, 70.85 RT.

+27.45

14.58 LT.+73.45

12.95 LT.

+88.00

27.95 LT.

+12.00

29.57 LT.

+13.80

22.44 LT.+86.60

21.62 LT.

CONST. 52 SY OF

6" CONCRETE DRIVEWAY

CONST. 102 SY OF

6" CONCRETE DRIVEWAY

CONST. 15 SY OF

6" CONCRETE DRIVEWAY

CONST. 50 SY OF

6" CONCRETE DRIVEWAY

S-03

S-14

S-15

S-16

S-11 S-12

S-04

S-09

S-10

S-08

S-07

S-06

S-##

CR-#

S-05

BEGIN CONSTRUCTION

STA. 10+18.86

END CONSTRUCTION

STA. 55+47.95

BEGIN CONSTRUCTION

S-13

47+00 48+00 49+00 50+00

51+00 52+00 53+00 54+00 55+00 56+00

PC STA. 54+52.12

PT STA. 54+81.95

PC STA. 48+14.05

PC STA. 50+82.07

PT STA. 48+91.53

PT STA. 52+59.61

BEG. STA. 10+00.00

PC STA. 11+31.58

PT STA. 11+56.25

PC STA. 12+08.23

PT STA. 12+35.30

PC STA. 14+34.78

PRC STA. 14+75.00

2°

4" E

W S P E N C E R C L1

¡ GIDDENS-SSPENCERCL¡ GIDDENS-SSPENCERCL

W S P E N C E R C L1

S 87° 09' 24" E S 87° 37' 44" EN 88° 24' 14" E

S 89° 20' 17" E

N 02° 28' 09" E

N 10° 50' 44" E

N 00° 55' 05" E

STA. 52+60.04 ¡ GIDDENS-SSPENCERCL =

STA. 13+06.88 ¡ WSPENCERCL1BEGIN CURB & GUTTER

STA. 51+01.91, 19.00 LT.

END CURB & GUTTER

STA. 14+22.80, 17.00 LT. END CURB & GUTTER

STA. 14+64.89, 17.00 RT.

END CURB & GUTTER

STA. 54+18.39, 16.00 LT.

END CURB & GUTTER

STA. 54+18.04, 17.00 RT.

BEGIN CURB & GUTTER

STA. 10+68.61, 12.28 RT.

BEGIN CURB & GUTTER

STA. 10+68.61, 12.85 LT.

BEGIN CURB & GUTTER

STA. 51+01.91, 17.00 RT.

CONNECT TO EXIST. SWK.

1+00

2+00

3+0

2+00

℄ ROUNDABOUT INNER CIRCLE

STA. 0+00.00 = STA. 2+63.89

R42.00

CONST. 51 SY OF

6" CONCRETE DRIVEWAY

NOTES:

REMOVAL ITEMS ARE LOCATED IN THE DEMOLITION PLAN (SHEET C-6)

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-12)

ADDITIONAL HORIZONTAL STATION & OFFSETS ARE LOCATED IN THE GRADING PLAN (SHEET C-14)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-16 - C-21)

END 5' SIDEWALK WITH 4' SOD BUFFER

BEGIN 5' SIDEWALK WITH 2' SOD BUFFER

STA. 10+68.13, 21.84 LT.

3' CURB TRANSITION

PER INDEX 520-001

3' CURB TRANSITION

PER INDEX 520-001

3' CURB TRANSITION

PER INDEX 520-001

3' CURB TRANSITION

PER INDEX 520-001

3' CURB TRANSITION

PER INDEX 520-001

3' CURB TRANSITION

PER INDEX 520-001

3' CURB TRANSITION

PER INDEX 520-001

3' CURB TRANSITION

PER INDEX 520-001

C H

N E S

MATCHLINE STA. - 15+70.00

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\PLANRD201.dwg Jun 02, 2025 - 2:59pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

R O A D W

A Y P

L A N

21-006 ACEF-005

C-9

JCB

05/2025

CURVE DATA WSPENCERCL1

PI STA. = 14+54.89

DELTA = 2° 18' 15"

D = 5° 43' 46" T = 20.11 L = 40.21 R = 1000.00

PC STA. = 14+34.78

PRC STA. = 14+75.00

CURVE DATA WSPENCERCL1

PI STA. = 15+59.58

DELTA = 9° 40' 12"

D = 5° 43' 46" T = 84.59 L = 168.77 R = 1000.00

PRC STA. = 14+75.00

PT STA. = 16+43.77

CURVE DATA WSPENCERCL1

PI STA. = 12+21.76

DELTA = 1° 33' 04"

D = 5° 43' 46" T = 13.54 L = 27.07 R = 1000.00

PC STA. = 12+08.23

PT STA. = 12+35.30

C3 C4

Existing R/W Line

END PAVEMENT WIDENING

BEGIN MILLING TRANSITION

STA. 16+27.38

+77.34

44.90 LT.

+79.94

30.11 LT.

S-16

S-17

S-18

CONST. 44 SY OF

6" CONCRETE DRIVEWAY

END CONSTRUCTION

END MILLING TRANSITION

STA. 16+47.38

+87.43

31.00 LT.

+72.43

31.00 LT.

END STA. 17+18.77

PT STA. 16+43.77

E R C L1

W S P E N C E R C L1

3°

6" E

Existing R/W Line

NOTES:

REMOVAL ITEMS ARE LOCATED IN THE DEMOLITION PLAN (SHEET C-7)

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-13)

ADDITIONAL HORIZONTAL STATION & OFFSETS ARE LOCATED IN THE GRADING PLAN (SHEET C-15)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-16 - C-21)

CONCRETE PAVEMENT

ASPHALT PAVEMENT

MILLING TRANSITION

DRAINAGE STRUCTURE

NUMBER

LEGEND:

S-##

MATCHLINE STA. - 15+70.00

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\PLANRD201.dwg Jun 02, 2025 - 2:59pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

R O A D W

A Y P

L A N

21-006 ACEF-005

C-10

JCB

05/2025

S-01

S-02

MES, 1:4 SLOPE

INDEX 430-022

¡ GIDDENS-SSPENCERCL

STA. 40+60.92, 19.38 LT.

INVERT 127.49, 24" PIPE

S-01

MES, 1:4 SLOPE

INDEX 430-022

¡ GIDDENS-SSPENCERCL

STA. 40+20.92, 19.44 LT.

INVERT 127.41, 24" PIPE

S-06

S-05

S-07

S-04

CONST. 32' OF 24" PIPE

S-03

40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00

¡ GIDDENS-SSPENCERCL

Existing R/W Line

BEGIN CONSTRUCTION

NOTES:

REMOVAL ITEMS ARE LOCATED IN THE DEMOLITION PLAN (SHEET C-6)

ADDITIONAL HORIZONTAL STATION & OFFSETS ARE LOCATED IN THE GRADING PLAN (SHEET C-13)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-14 - C-19)

GRAVEL DRIVEWAY

DRAINAGE STRUCTURE

NUMBER

LEGEND:

S-##

BEG. STA. 40+00.00

GIDDENS LANE GIDDENS LANE

C H

N E S

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIC K. NELSON, JR., P.E.

LIC. No. 79361

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0390716\PLANDR02.dwg Jun 02, 2025 - 2:59pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

EKN

05/2025

D R A I N A G E P

L A N

21-006 ACEF-005

C-11

JCB

05/2025

EKN

Existing R/W Line

PROPOSED R/W

Existing R/W Line

CONCRETE PAVEMENT

ASPHALT PAVEMENT

DETECTABLE WARNING

MILLING TRANSITION

DRAINAGE STRUCTURE

NUMBER

LEGEND:

℄ ROUNDABOUT INSCRIBED CIRCLE

STA. 0+00.00 = STA. 3+64.42

S-03

S-14

S-15

S-16

S-11

S-12

S-04

S-09

S-10

S-08

S-07

S-06

S-##

S-11

DBI TYPE D

INDEX 425-052

¡ WSPENCERCL1

STA. 13+76.15, 51.32 RT.

INVERT 129.20, 19"X30" PIPE

TOP GRATE EL 132.27

S-06

DBI TYPE D

INDEX 425-052

¡ WSPENCERCL1

STA. 11+40.15, 29.05 RT.

INVERT 128.64, 19"X30" PIPE

TOP GRATE EL 131.50

S-05

MES, 1:4 SLOPE

INDEX 430-022

¡ WSPENCERCL1

STA. 10+92.37, 24.28 RT.

INVERT 128.55, 19"X30" PIPE

S-07

MES, 1:4 SLOPE

INDEX 430-022

¡ WSPENCERCL1

STA. 11+89.45, 28.61 RT.

INVERT 128.70, 19"X30" PIPE

S-08

MES, 1:2 SLOPE

INDEX 430-022

¡ WSPENCERCL1

STA. 12+08.96, 29.52 RT.

INVERT 129.01, 19"X30" PIPE

S-04

CLOSED FLUME INLET, TYPE II

INDEX 425-061

¡ GIDDENS-SSPENCERCL

STA. 53+69.61, 17.04 RT.

INLET EL 132.61

S-12

CLOSED FLUME INLET, TYPE I

INDEX 425-061

¡ WSPENCERCL1

STA. 13+76.92, 27.35 RT.

INLET EL 132.65

S-10

CLOSED FLUME INLET, TYPE I

INDEX 425-061

¡ WSPENCERCL1

STA. 12+42.11, 25.70 LT.

INLET EL 132.96

S-09

CLOSED FLUME INLET, TYPE I

INDEX 425-061

¡ WSPENCERCL1

STA. 12+43.87, 26.66 RT.

INLET EL 133.03

S-16

MES, 1:4 SLOPE

INDEX 430-022

¡ WSPENCERCL1

STA. 14+90.75, 24.62 LT.

INVERT 131.76, 12"X18" PIPE

S-15

MES, 1:4 SLOPE

INDEX 430-022

¡ WSPENCERCL1

STA. 14+36.83, 30.70 LT.

INVERT 131.67, 12"X18" PIPE

S-14

CLOSED FLUME INLET, TYPE II

INDEX 425-061

¡ WSPENCERCL1

STA. 14+28.00, 17.00 RT.

INLET EL 132.76

CONST. 50' OF 12"X18" PIPE

CONST. 156' OF 19"X30" PIPE

CONST. 45' OF 19"X30" PIPE

CONST. 44' OF 19"X30" PIPE

S-05

S-13

S-03

CLOSED FLUME INLET, TYPE I

INDEX 425-061

¡ GIDDENS-SSPENCERCL

STA. 51+88.54, 23.33 LT.

INLET EL 132.92

S-13

CLOSED FLUME INLET, TYPE I

INDEX 425-061

¡ WSPENCERCL1

STA. 13+73.39, 22.57 LT.

INLET EL 133.04

47+00 48+00 49+00 50+00

51+00 52+00 53+00 54+00 55+00 56+00

W S P E N C E R C L1

¡ GIDDENS-SSPENCERCL

W S P E N C E R C L1

S 89° 20' 17" E

STA. 52+60.04 ¡ GIDDENS-SSPENCERCL =

STA. 13+06.88 ¡ WSPENCERCL1

1+00

2+00

3+0

2+00

℄ ROUNDABOUT INNER CIRCLE

STA. 0+00.00 = STA. 2+63.89

BEGIN CONSTRUCTION

STA. 47+69.05

BEGIN CONSTRUCTION

STA. 10+18.86

END CONSTRUCTION

STA. 55+47.95

NOTES:

REMOVAL ITEMS ARE LOCATED IN THE DEMOLITION PLAN (SHEET C-6)

ADDITIONAL HORIZONTAL STATION & OFFSETS ARE LOCATED IN THE GRADING PLAN (SHEET C-14)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-16 - C-21)

Existing Ditch Line

PROPOSED DITCH LINE

+91.53

20.50 LT.

+41.61

20.50 LT.

+86.59

21.85 LT.

+13.80

22.67 LT.

+01.52

25.49 LT. +52.74

32.89 LT.

+74.58

38.30 LT.

+80.96

39.50 LT.

+91.66

35.85 LT.

+93.83

24.28 LT.

+14.05

20.50 LT.

+14.05

19.00 RT.

+91.53

19.00 RT.

+41.45

20.34 RT. +90.63

26.09 RT.

+01.72

29.50 RT.

+67.14

36.45 RT.

+82.15

40.17 RT.

PROPOSED

DITCH LINE

+33.73

43.29 LT.

+03.27

36.50 LT.

+48.18

32.46 LT.

+41.36

26.92 LT.

PROPOSED

DITCH LINE

+13.52

36.35 RT.

+33.99

43.12 RT.

+54.13

36.68 RT.

+69.71

24.23 RT.

+89.05

18.34 LT.

+89.05

17.24 RT.

+33.90

31.11 LT.

BEG. STA. 10+00.00

GIDDENS LANE

¡ GIDDENS-SSPENCERCL

SOUTH SPENCER FIELD ROAD

W E S T

S P E N C E R

R O A D

W E S T

S P E N C E R F

C H

N E S

MATCHLINE STA. - 15+70.00

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIC K. NELSON, JR., P.E.

LIC. No. 79361

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0390716\PLANDR02.dwg Jun 02, 2025 - 2:59pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

EKN

05/2025

D R A I N A G E P

L A N

21-006 ACEF-005

C-12

JCB

05/2025

S-17

S-18

MES, 1:4 SLOPE

INDEX 430-022

¡ WSPENCERCL1

STA. 16+96.24, 23.00 LT.

INVERT 134.21, 12"X18" PIPE

S-17

MES, 1:4 SLOPE

INDEX 430-022

¡ WSPENCERCL1

STA. 16+63.59, 23.00 LT.

INVERT 134.17, 12"X18" PIPE

CONST. 28' OF 12"X18" PIPE

W S P E N C E R C L1

Existing R/W Line

END CONSTRUCTION

STA. 16+47.38

REMOVAL ITEMS ARE LOCATED IN THE DEMOLITION PLAN (SHEET C-6)

ADDITIONAL HORIZONTAL STATION & OFFSETS ARE LOCATED IN THE GRADING PLAN (SHEET C-14)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-16 - C-21)

NOTES:

REMOVAL ITEMS ARE LOCATED IN THE DEMOLITION PLAN (SHEET C-7)

ADDITIONAL HORIZONTAL STATION & OFFSETS ARE LOCATED IN THE GRADING PLAN (SHEET C-15)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-16 - C-21)

CONCRETE PAVEMENT

ASPHALT PAVEMENT

MILLING TRANSITION

DRAINAGE STRUCTURE

NUMBER

LEGEND:

S-##

PROPOSED DITCH LINE

+93.83

24.28 LT.

+27.38

17.99 LT.

PROPOSED DITCH LINE

END STA. 17+18.77

R O A D

W E S T

S P E N C E R F

MATCHLINE STA. - 15+70.00

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIC K. NELSON, JR., P.E.

LIC. No. 79361

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0390716\PLANDR02.dwg Jun 02, 2025 - 2:59pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

EKN

05/2025

D R A I N A G E P

L A N

21-006 ACEF-005

C-13

JCB

05/2025

BEGIN PAVEMENT WIDENING

STA. 47+89.05

END PAVEMENT WIDENING

STA. 55+27.95

BEGIN PAVEMENT WIDENING

STA. 10+38.86

Existing R/W Line

PROPOSED R/W

Existing R/W Line

CONCRETE PAVEMENT

ASPHALT PAVEMENT

DETECTABLE WARNING

MILLING TRANSITION

LEGEND:

℄ ROUNDABOUT INSCRIBED CIRCLE

STA. 0+00.00 = STA. 3+64.42

+89.05

9.84 LT.

+89.05

10.24 RT. +14.05

12.00 RT.

+91.53

12.00 RT. +41.73

12.00 RT.

+59.65

17.00 RT.

+14.05

12.00 LT.

+91.53

12.00 LT.

+41.74

12.00 LT.

+01.91

17.00 LT.

+01.91

4.00 LT.

+01.91

4.00 RT.

+01.91

17.00 RT.

+70.60

4.00 RT.

+52.55

17.00 LT.

+69.13

4.00 LT.

+03.36

11.02 LT.

+10.99

34.80 RT.

+02.75

10.66 RT.

+17.19

9.90 LT.

+16.80

11.90 RT.

+51.39

16.91 LT.

+46.34

4.00 LT. +18.04

4.00 LT.

+18.39

16.00 LT.

+52.77

14.74 LT.

+27.95

10.66 LT.

+27.95

10.36 RT.

+18.04

17.00 RT.

+72.57

17.00 RT.

+18.04

4.00 RT.

+54.74

4.00 RT.

+38.86

11.73 LT.

+47.08

11.70 LT.

+38.86

13.54 RT.

+67.01

13.07 RT.

+68.61

12.28 RT.

+48.87

16.97 LT.

+48.87

3.97 LT.

+48.87

4.03 RT.

+48.87

17.03 RT.

+02.67

17.00 RT.

+03.27

17.00 LT.

+16.32

4.00 RT.

+30.18

4.00 LT.

+83.00

67.71 RT.

+70.39

47.65 RT.

+49.74

9.94 RT.

+49.38

7.56 LT.

+56.55

33.91 LT.

+64.89

17.00 LT.

+75.00

4.00 LT.

+75.00

4.00 RT.

+64.89

17.00 RT.

+34.78

17.00 LT.

+34.78

4.00 LT.

+34.78

4.00 RT.

+21.22

17.00 RT.+01.58

4.00 LT.

+96.32

17.00 LT.

+88.66

4.00 RT.

+71.93

23.35 LT.

+63.65

11.90 LT.

+64.22

8.77 RT.

+56.80

40.52 RT.

+34.78

17.00 RT.

+41.91

R 1012'

R 1138'

R 1159'

R 1151'

R 1172'

R 120'

R 95'

R 75' R 75'

R 100'

R 55'

R 75'

R 85'

R 120' R 95'

R 75'

R 50'

R 100'

R 65'

R 95' R 50'

R 1017'

R 1004'

R 996'

R 983'

R 1175'

R 955'

R 1055' R 979'

R 988'

R 20'

R 15' R 15'

R 10' R 10'

R 58' R 42' R 24'

47+00 48+00 49+00 50+00

51+00 52+00 53+00 54+00 55+00 56+00

1+00

2+00

3+0

2+00

℄ ROUNDABOUT INNER CIRCLE

STA. 0+00.00 = STA. 2+63.89

STA. 52+60.04 ¡ GIDDENS-SSPENCERCL =

STA. 13+06.88 ¡ WSPENCERCL1

PGL LT

PGL RT

PGL LT

PGL RT

PGL LT

PGL RT

PGL LT PGL RT

¡ GIDDENS-SSPENCERCL

W S P E N C E R C L1

¡ WSPENCERCL1

GIDDENS LANE SOUTH SPENCER FIELD ROAD

¡ GIDDENS-SSPENCERCL

W E S T

S P E N C E R F

WEST SPENCER FIELD ROAD

BEGIN CONSTRUCTION

STA. 47+69.05

END CONSTRUCTION

STA. 55+47.95

BEGIN CONSTRUCTION

STA. 10+18.86

Existing R/W Line

+06.05

4.00 LT.

+05.73

4.00 RT.

+20.94

4.00 RT.

+53.01

3.98 LT.

+52.73

4.01 RT.

+67.88

4.01 RT.

+99.05

4.00 LT.

+14.23

4.00 LT.

+13.92

4.00 RT.

+61.06

4.00 LT.

+60.77

4.00 RT.

+45.93

4.00 LT.

BEG. STA. 10+00.00

NOTES:

ALIGNMENT AND ADDITIONAL HORIZONTAL INFORMATION IS LOCATED IN ROADWAY PLAN (SHEET C-9)

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-12)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-16 - C-21)

MEDIAN DETAIL (TYP.)

1" = 30'

R 3'

R 2'

R 2.25'

PGL

1' 1'

3'1'

℄ ROUNDABOUT INSCRIBED CIRCLE

2.5' R 1' (TYP.)

R 200.50'

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\PLANRD204.dwg Jun 02, 2025 - 3:00pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

G R A D I N G P

L A N

21-006 ACEF-005

C-14

MATCHLINE STA. - 15+70.00

END PAVEMENT WIDENING

STA. 16+27.38

Existing R/W Line

+27.38

10.97 LT.

+27.38

11.59 RT.

+64.89

+75.00

4.00 LT.

+75.00

4.00 RT.

R 1175'

R 955'

R 1055' R 979'

R 20'

PGL LT PGL RT

¡ WSPENCERCL1

WEST SPENCER FIELD ROAD

W E S T

S P E N C E R F

W S P E N C E R C L1

END CONSTRUCTION

STA. 16+47.35

R 15'

R 1175'

R 979'

CONCRETE PAVEMENT

ASPHALT PAVEMENT

MILLING TRANSITION

LEGEND:

Existing R/W Line

+61.06

4.00 LT.

+60.77

END STA. 17+18.77

NOTES:

ALIGNMENT AND ADDITIONAL HORIZONTAL INFORMATION IS LOCATED IN ROADWAY PLAN (SHEET C-10)

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-13)

VERTICAL INFORMATION LOCATED IN GRADING PLAN & PROFILE (SHEET C-16 - C-21)

MATCHLINE STA. - 15+70.00

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0229474\PLANRD204.dwg Jun 02, 2025 - 3:00pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

G R A D I N G P

L A N

21-006 ACEF-005

C-15

-2 .0 0%

-2 .0 7%

-2 .4 4%

-2 .8 0%

-3 .1 7%

-2 .2 0%

-2 .1 1%

-2 .0 2%

-2 .0 0%

-0.39%-0.39%-0.39%-0.39%-0.39%-0.39%-0.39%-0.39%-0.39%-0.39%-0.40%-0.40%-0.40%-0.40%-0.40%-0.40%-0.40%-0.40%-0.48%-0.61%-0.61%-0.61%-0.61%-0.53% -0.39%

-0.36%

-0.25% -0.25% -0.38% -0.46% -0.46% -0.46% -0.46% -0.43% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.39% -0.39% -0.39% -0.39% -0.39% -0.39% -0.39% -0.39% -0.39% -0.39%

-0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40%

132.09' +40.00

132.02' +20.00

131.94' +00.00

131.90' +90.00

131.86' +80.00

131.78' +60.00131.70'

+40.00 131.62' +20.00

131.54' +00.00

131.46' +80.00

131.38' +60.00

131.29' +40.00

131.20' +20.00

131.14' +00.00

131.11' +90.00

132.09' +40.00132.02'

+20.00 131.94' +00.00

131.86' +80.00

131.78' +60.00

131.70' +40.00

131.62' +20.00

131.54' +00.00

131.46' +80.00

131.38' +60.00

131.25' +40.00

131.13' +20.00

131.03' +00.00

131.00' +90.00

48+00 49+00

50+00¡ GIDDENS-SSPENCERCL

GIDDENS LN

Existing R/W Line

PROPOSED R/W

Existing R/W Line

-2 .3 4%

-3 .3 7%

-0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40%

-2 .2 9%

PGL

-5 .3 4%

-6 .0 0%

-0.39%

131.70' +88.02

131.96' +12.00

NOTES:

ALIGNMENT AND ADDITIONAL HORIZONTAL INFORMATION IS LOCATED IN ROADWAY PLAN (SHEET C-8 - C-10)

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-11 - C-13)

NOTES:

ALIGNMENT AND ADDITIONAL HORIZONTAL INFORMATION IS LOCATED IN ROADWAY PLAN (SHEET C-8 - C-10)DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-11 - C-13)

131.39' +86.62

131.50' +13.83

131.38' 131.46' 131.54' 131.62' 131.70' 131.78' 131.86' 131.94'

132.02' +60.00

132.10' +80.00

132.18' +00.00

132.26' +20.00

132.10' +80.00

132.18' +00.00

132.26' +20.00

132.03' 132.12' 132.21' 132.30'

132.34' +40.00

132.39'

C H L

E S

47+60 47+80 48+00 48+20 48+40 48+60 48+80 49+00 49+20 49+40 49+60 49+80 50+00 50+20

0.40%P I

E L.

EXISTING GRADE @

℄ GIDDENS-SSPENCERCL

PGL LT & RT @

℄ GIDDENS-SSPENCERCL

1" = 20' Horizontal 1" = 2' Vertical

LT LANE TRANSITION

(-)2.34% TO (-)2.00%

RT LANE TRANSITION

(-)3.37% TO (-)2.00%

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0961139\PLANRD104.dwg Jun 02, 2025 - 3:00pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

G R A D I N G P

L A N

R O F I L E

21-006 ACEF-005

C-16

JCB

05/2025

ECL

05/2025

-2.37% -1.74%

-0.76%

-0.66% -0.68%

-0.68% -0.68%

-2 .0 0%

-1.06

-1.1 4%

-1.

72%

-0 .36

-0 .6 3%

-1 .4 5%

-1.66%

-0.46%

-0.69%

-1.69%

-1.38%

-1.07%

-0.95% -0.89%-1.01%-0.84%-0.40%-0.40%-0.40%-0.39%-0.39%-0.39%-0.39%-0.39%-0.39%-0.39%-0.39%-0.39%

-0.39% -0.39% -0.39% -0.39% -0.39% -0.39% -0.39% -0.39% -0.37% -0.40% -0.40% -0.39% -0.69% -0.94% -0.76% -0.89% -1.01

-1.1

1% -1.7

9% -1.

16% -0.

-0 .99

-1 .8 0%

-0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40%

-2.00%

-2.0 0%

-2 .0 0%

-2.00%

-2.00

-2 .00

-2 .0 0%

-2.00%

132.94' +25.60

133.01' +17.70

HP 133.08'

+09.38

133.03' +06.14

132.85' +02.09

133.22' +34.84

133.32' +28.38

HP 133.36'

+22.18

133.31' +13.58

133.19' +05.35

133.02' +96.65

132.91' +87.56132.80'

+78.14132.65' +60.00

132.48' +40.00

132.40' +20.00

132.33' +00.00132.25'

+80.00132.17' +60.00

132.09' +40.00132.02'

+20.00

133.29' +29.10

HP 133.36'

+18.96

133.25' +06.92

133.09' +98.22

132.95' +88.94

132.84' +79.23

132.67' +60.00

132.48' +40.00

132.40' +20.00

132.32' +00.00

132.25' +80.00

132.17' +60.00

132.09' +40.00

133.26' +91.95

HP 133.34'

+00.43

133.31' +05.90

133.21' +14.04

133.04' +22.80

51+00 52+00

53+00

W S P E N C E R C L1

¡ GIDDENS-SSPENCERCL

GIDDENS LN

W S

P E N C E R F

R D

S SPENCER FIELD RD

PROPOSED R/W

Existing R/W Line

-1 .00

-0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -0.40% -1.00% -1.00% -1.00% -1.00% -1.00% -1.00%

-1.00

-1.00%-1.00%-1.00%-1.00%-1.00%-0.40%-0.40%-0.40%-0.40%

-0 .9 0% -0.90%

-1.0 0%

-1.00%

-1.00% -1.00%

-2 .0 0%

-2.00%

-2 .0 0%

-2.00%

-2.00

133.68'

133.36'

133.36' 133.36'

133.36'

R 95'

R 75'

R 55' R 75'

R 95'

R 75'

R 65'

PROPOSED R/W

PROPOSED

R/W

PGL LT

PGL RT

NOTES:

ALIGNMENT AND ADDITIONAL HORIZONTAL INFORMATION IS LOCATED IN ROADWAY PLAN (SHEET C-8 - C-10)

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-11 - C-13)

-2.0 0%

-2 .0 0%

-2.00%

-2.00

-2 .00

-2 .0 0%

-2.00%-2.00%

-2.00%

-2.0 0%

-2 .00

-2.00%

135.24'

131.50' +13.83

132.26' +20.00

132.30'

132.34' +40.00

132.42' +60.00

132.50' +80.00

132.58' +00.00

132.66' +20.00

132.74' +40.00 132.92'

+60.00 133.12' +80.00

133.32' +00.00

132.50' +80.00

132.58' +00.00

132.66' +20.00

132.74' +40.00

132.92' +60.00 133.12'

+80.00

133.33' +00.00

132.39' 132.48' 132.57' 132.66'

133.33' +20.00

-5.22%

-4.72%

-4.23%

-4.39%

-4.00%

-2.65%

-2.04%

-2.64%

-2.59% -2.92%

-2 .3 1%

-2.53%

-2.87%

-3.85%

-2.86%

-2.28%

-2.00%

-2.00%133.10' 133.18' 133.36' -1.18%

-0.48%

-0.50%

-2.00% -2.00%

-0.00%

-0.50%

-0.47%

0.00%

-0.00%

-0.52% -0.30%

-0.00%

0.00%

-1.02%

-1.17%

-0.81%

133.34'

C H L

E S

C H L

E S

50+40 50+60 50+80 51+00 51+20 51+40 51+60 51+80 52+00 52+20 52+40 52+60 52+80 53+00 53+20

1.00%

P I

E L.

P I

E L.

EXISTING GRADE @

℄ GIDDENS-SSPENCERCL

PGL LT & RT @

℄ GIDDENS-SSPENCERCL

1" = 20' Horizontal 1" = 2' Vertical

P I

E L.

-0.99%

0.40%

83 13

PGL LT & RT @

℄ GIDDENS-SSPENCERCL

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0961139\PLANRD104.dwg Jun 02, 2025 - 3:00pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

G R A D I N G P

L A N

R O F I L E

21-006 ACEF-005

C-17

JCB

05/2025

ECL

05/2025

N 1"

-3 .1 9%

-2 .8 3%

-2 .4 8%

-2 .1 3%

-2 .0 0%

-2 .0 8%

-2 .0 0%

-2 .0 0% -0.07%-0.19%-0.22%

-0.20% -0.19%

-0.17%-0.14%-0.06%-0.03%

-2.37% -1.74%

-0.76%

-0.66%

-0.68%

-0.68% -0.68% -0.67% -0.80% -0.72% -0.61% -0.50% -0.39% -0.31% -0.30% -0.04%

-3 .2 4%

-2 .7 1%

-2 .1 9%

-2 .0 0%

-2 .0 5%

-2 .0 0%

-2 .0 0%-2.00%

-0.11%-0.09%-0.08%-0.07%-0.05%-0.04%-0.07%-0.15%0.04%0.03%-0.31%-0.32%-0.41%-0.52%-0.63%-0.61% -0.65%

-0.92%

-1.06

-1.1 4%

-1.

72%

-0 .36

-0 .6 3%

-2.00%

-2.00

-2 .00

132.47' +00.00

132.55' +80.00

132.69' +60.00

132.81' +44.21132.87'

+34.56132.94' +25.60

133.01' +17.70

HP 133.08'

+09.38

133.03' +06.14

132.85' +02.09

132.41'

+20.00 LP 132.40'

+35.34

132.41' +50.00

132.43' +60.00 132.46'

+80.00 132.50' +00.00

132.53' +20.00

133.26' +91.95

HP 133.34'

+00.43

133.31' +05.90

133.21' +14.04

133.04' +22.80

132.89' +33.88

132.81' +41.59

132.66' +60.00

132.54' +80.00

132.45' +00.00

132.39' +20.00

132.42' +50.00

132.42' +60.00

132.43' +80.00

132.45' +00.00

132.47' +20.00

53+00 54+00 55+00

56+00¡ GIDDENS-SSPENCERCL

S SPENCER FIELD RD

Existing R/W Line

PROPOSED R/W

-1 .00

-3 .3 3%

-3 .9 8%

-1.0 0%

-1.00% -0.96% -0.85% -0.74% -0.63% -0.52% -0.41% -0.30% -0.20% -0.04% -0.07% -0.15% -0.24% -0.30% -0.30% -0.30% -0.30% -0.30% -0.30%

-1.00% -1.00% -0.96% -0.85% -0.74% -0.63% -0.52% -0.41% -0.30% -0.20% -0.04% -0.07% -0.15% -0.24% -0.29% -0.30% -0.30% -0.30% -0.30% -0.30%

-2 .0 0%

-3 .7 7%

-2.00%

132.73' +50.00

133.68'

LP 132.40'

+35.34

133.36'

R 95'

R 75'

PROPOSED

R/W

PGL LT

PGL RT

132.19' +66.70

132.22' +78.45

-3 .0 3%

NOTES:

ALIGNMENT AND ADDITIONAL HORIZONTAL INFORMATION IS LOCATED IN ROADWAY PLAN (SHEET C-8 - C-10)

DRAINAGE INFORMATION IS LOCATED IN THE DRAINAGE PLAN (SHEET C-11 - C-13)

133.33' +20.00

133.12' +40.00

132.94' +60.00

132.80' +80.00

132.71' +00.00 132.66'

+20.00

132.65' +40.00

132.69' +60.00

132.75' +80.00

132.81' +00.00

133.12' +40.00

132.94' +60.00

132.80' +80.00

132.71' +00.00

132.66' +20.00

132.65' +40.00

132.69' +60.00

132.75' +80.00

132.81' +00.00

132.87'

132.82'

132.77'132.73'132.72'132.74'

-5.22%

-4.72%

-4.23%

-4.00%

-2.64%

-2.59%

-0.50%

-0.47%

0.00%

-0.00%

-1.17%

-0.81%

-0.81% -2.00%

-2.00%

133.38' 133.24' 133.15' 133.34'

C H L

E S

53+40 53+60 53+80 54+00 54+20 54+40 54+60 54+80 55+00 55+20 55+40 55+60

EXISTING GRADE @

℄ GIDDENS-SSPENCERCL

PGL LT & RT @

℄ GIDDENS-SSPENCERCL

1" = 20' Horizontal 1" = 2' Vertical

P I

E L.

-0.99%

0.30%

120' V.C.

K = 93

V P C

V P T

V P I

E L.

-0.99% +0.30%

E L.

LT LANE TRANSITION

(-)2.00% TO (-)3.33%

RT LANE TRANSITION

(-)2.00% TO (-)3.98%

DRAWN BY:

CHECKED BY:

SHEET NO.

PROJECT NO.

APPROVED BY:

ERIK C. LESCHAK, P.E.

LIC. No. 63874

NO. DESCRIPTION

REVISIONS

C:\pw_work\american-pw-01\d0961139\PLANRD104.dwg Jun 02, 2025 - 3:00pm

P U B

C W

K S

H W

N F

W E S T S

P E N C E R

F I E L D R

O A D

P R E P

E D B

D B

E R

E F

P H

E (8

ECL

05/2025

G R A D I N G P

L A N

R O F I L E

21-006 ACEF-005

C-18

JCB

05/2025

ECL

05/2025

-2 .0 0%

-2 .1 9%

-2 .4 7%

-2 .7 5%

-2 .2 5%

-2 .1 6%

-2 .0 6%

-2 .0 0%

-2.00%

-1.62%

-0.36%

-0.63%

-1.56%

-2.30%

-2.19%

-1.87% -1.40%-1.49%-1.44%-1.33%-1.22%-1.12%-1.00%-0.80%-0.76%-0.67%-0.79%-0.83%-0.83%-0.82%-0.82%

-2.2 1%

-1.29% -1.41%-1.51%-1.44%-1.33%-1.23%-1.12%-1.01%-0.86%-0.76%-0.67%-0.73%-0.71%-0.71%-0.71%-0.71%-0.70%-0.70%-0.79%

-2.6 6%

-1.

-0 .46

-0 .6 9%

-1 .6 1%

-2.00% -2.00%

-2.00%

-2.00

-2 .00

-2 .0 0%

130.78' +38.86

130.95' +60.00

131.09' +80.00

131.23' +00.00

131.37' +20.00

131.52' +40.00

131.70' +60.00

131.93'…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 30, 2026.