Evergreen_Lane_Plans.pdf

STATE OF

No 84149

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ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED

NOT CONSIDERED SIGNED AND SEALED

PRINTED COPIES OF THIS DOCUMENT ARE

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

N

VENDOR NO.: F131986759-001

CONTRACT NO.: CA450

(904) 730-9777

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. NO.: 84149

KEVIN SHOEMAKER, P.E.

PROJECT LOCATION

https://goo.gl/maps/1pGY1qfLkkMARrcY6

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STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

CONTRACT PLANS

NO.

SHEET

YEAR

FISCAL

FINANCIAL PROJECT ID 445571-1-58-01

EXPRESSWAY

U

R N P

IK

E

PENSACOLA FORT WALTON

BEACH

PANAMA

CITY

CHIPLEY

TALLAHASSEE

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND

NEW PORT RICHEY

TAMPA

LAKELAND

MELBOURNE -

COCOA

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

CITY

LAKE

F

LO

R

ID

A 'S

BEACH LINE

SHEET DESCRIPTIONSHEET NO.

RICHARD SMITH, P.E.

INDEX OF ROADWAY PLANS

GOVERNING STANDARD SPECIFICATIONS:

CONTRACT PLANS COMPONENTS

ENGINEER OF RECORD:

ROADWAY PLANS

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Florida Department of Transportation, FY 2024-25 Standard Specifications

GOVERNING STANDARD PLANS:

following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Florida Department of Transportation, FY 2024-25 Standard Plans for Road and

ROADWAY PLANS

CLAY COUNTY

(FEDERAL FUNDS)

CLAY COUNTY PROJECT MANAGER:

£ SURVEY EVERGREEN LN

STA. 10+86.57

BEGIN PROJECT

EVERGREEN LN TO SCHOOL

EVERGREEN LN FROM CR 220B TO LISA DAWN DR;

TEMPORARY TRAFFIC CONTROL PLAN75-76

DRIVEWAY CROSS SECTIONS68-74

CROSS SECTIONS29-67

SPECIAL DETAIL28

SIDEWALK PROFILE25-27

PLAN8-24

PROJECT CONTROL4-7

GENERAL NOTES 3

TYPICAL SECTION2

KEY SHEET1

STA. 210+43.42 £ SURVEY MARY BETH DR.

STA. 110+00.00 £ SURVEY LISA DAWN DR. =

STATION EQUATION:

STA. 313+37.83 £ SURVEY RHONDA DR.

STA. 213+32.05 £ SURVEY MARY BETH DR. =

STATION EQUATION:

STA. 310+00.00 £ SURVEY RHONDA DR.

STA. 427+81.19 £ SURVEY PINEWOOD BLVD. =

STATION EQUATION:

STA. 120+31.31 £ SURVEY LISA DRAW DR.

STA. 54+38.21 £ SURVEY EVERGREEN LN. =

STATION EQUATION:

£ SURVEY PINEWOOD BLVD

STA. 427+56.32

END PROJECT

EXIST. TRAVEL LANE

0.02 MAX.

EXIST. TRAVEL LANE

STA. 10+86.57 TO STA. 55+78.58

EVERGREEN LN.

STA. 410+91.62 TO STA. 427+56.32

PINEWOOD BLVD.

TYPICAL SECTION

1'

5'

EXIST. CURB

EXIST. GROUND

R/W LINE

EXIST. CURB

EXIST. GROUND

R/W VARIES (25'-50')

VARIES (10'-16')VARIES (10'-16')

STA. 110+29.50 TO STA. 120+11.80

LISA DAWN DR.

STA. 210+77.85 TO STA. 216+97.93

MARY BETH DR.

STA. 310+13.96 TO STA. 313+24.40

RHONDA DR.

£ SURVEY PINEWOOD BLVD

£ SURVEY MARY BETH DR, £ SURVEY RHONDA DR, &

£ SURVEY EVERGREEN LN, £ SURVEY LISA DAWN DR,

CONC. SIDEWALK (4" THICKNESS)

VARIES

SOD

2'

(TYP.)

1:10

LIMITS OF CONSTRUCTION

TYPICAL SECTION

SIDEWALK PROFILE LIMITS

PROFILE GRADE

AND GRUBBING

STANDARD CLEARING

STA. 312+20.00 TO STA. 313+10.00

RHONDA DR.

STA. 37+05.00 TO STA. 38+05.00

STA. 26+80.00 TO STA. 28+00.00

STA. 23+80.00 TO STA. 26+10.00

STA. 21+00.00 TO STA. 23+07.00

STA. 14+80.00 TO STA. 16+80.00

EVERGREEN LN.

SOD

POSTED SPEED LIMIT: VARIES (15 - 25 MPH)

PROVIDE SOD FOR ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. 3.

NOT TO EXCEED 5% OUTSIDE OF THE CONCRETE CURB RAMP.

PROFILE GRADE. PROFILE GRADE TRANSITIONS TO SIDE STREET CONNECTIONS ARE

BACK OF SIDEWALK ELEVATIONS SHOWN ON THE CROSS SECTION SHEETS FOR SIDEWALK

FOR STATION RANGES OUTSIDE OF THE SIDEWALK PROFILE LIMITS, USE 2.

MIRROR TYPICAL SECTION FOR MARY BETH DR. AND PINEWOOD BLVD.1.

NOTE:

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

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445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

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0.5'

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

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445571-1-58-01 CLAY -

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GENERAL NOTES: SIGNING AND PAVEMENT MARKING NOTES:

UTILITY NOTES:

GENERAL NOTES

ALL PAVEMENT MARKINGS SHALL BE STANDARD THERMOPLASTIC UNLESS OTHERWISE NOTED.4.

TRAFFIC CONTROL DEVICES (MUTCD), AND FDOT STANDARD PLANS INDEXES.

SIGNING AND PAVEMENT MARKINGS SHALL BE IN COMPLIANCE WITH MANUAL ON UNIFORM 3.

EXPENSE.

SHALL BE REINSTALLED OR REPLACED IN ACCORDANCE WITH FDOT STANDARDS AT CONTRACTORS

ALL EXISTING SIGNS WITHIN PROJECT LIMITS THAT ARE DISTURBED DURING CONSTRUCTION 2.

ALL EXISTING SIGNS ARE TO REMAIN UNLESS NOTED OTHERWISE IN THE PLANS.1.

(904) 380 - 6341JAMES GRAHAMCOMCAST CABLE COMMUNICATIONS

(904) 589 - 0668BRANDON SCHUMACHER

(904) 276 - 6719JOEY WILKESCLAY ELECTRIC

(904) 625 - 8146ZACHARY LOEBCLAY COUNTY UTILITY AUTHORITY

(904) 699 - 4976PK PATELAT&T FLORIDA

TELEPHONECONTACTCOMPANYUTILITY / AGENCY OWNERS:3.

EXISTING UTILITIES SHALL BE REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE.

TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR PROTECTION. ANY DAMAGE BY THE CONTRACTOR TO

AND TO DETERMINE IF OTHER UTILITIES WILL BE ENCOUNTERED DURING THE COURSE OF THE WORK, AND TO

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES2.

EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED.1.

PAY ITEM NOTES:

REMOVAL OF TREES, SHRUBS, OR BUSHES BEYONG THOSE IDENTIFIED IN THE PLANS MAY BE REQUIRED. 11.

SALVAGEABLE MATERIAL.

NOTIFY EACH AFFECTED PROPERTY OWNER A MINIMUM OF 30 DAYS IN ADVANCE OF CAPPING TO ALLOW RETRIEVAL OF

CAP PRIVATELY OWNED IRRIGATION SYSTEMS IMPACTED BY PROPOSED CONSTRUCTION ACTIVITIES AT THE R/W LINE. 10.

MATCH EXISTING SOD TYPE FOR EACH RESIDENTIAL PROPERTY.9.

AT THE CONTRACTORS EXPENSE.

IS DAMAGED DUE TO CONTRUCTION ACTIVITIES, IT WILL BE REPLACED WITH THE SAME HEIGHT, MATERIAL, AND COLOR

ALL EXISTING FENCING IS TO BE PROTECTED UNLESS OTHERWISE NOTED IN THE PLANS. IF ANY EXISTING FENCING 8.

EXISTING SIDE DRAINS/PIPES ARE TO REMAIN IN PLACE. UNLESS OTHERWISE NOTED.7.

EXPENSE.

MAILBOX CAUSED BY THE CONTRACTORS CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT THE CONTRACTORS

OF THE UNITED STATES POSTAL SERVICE. ALL OTHER MAILBOXES ARE TO REMAIN. ANY DAMAGE TO AN EXISTING

COORDINATE MAILBOX RELOCATIONS WITH CLAY COUNTY AND CONFORM TO THE RULES AND REGULATIONS6.

ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES.

THE CONTRACTOR SHALL REMOVE ALL UNSALVAGEABLE MATERIAL AND YARD WASTE IMMEDIATELY AND DISPOSE IN5.

NOT SPECIFICALLY RELATED TO THE SCOPE OF WORK, SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.

ANY DAMAGE TO EXISTING TOPOGRAPHIC FEATURES CAUSED BY THE CONTRACTORS CONSTRUCTION ACTIVITIES4.

FDOT STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED.

ALL ITEMS CALLED OUT IN THE PLANS SHOULD BE CONSTRUCTED PER THE FDOT STANDARD PLANS INDEXES AND3.

LICENSED BUSINESS NO. 2648

JACKSONVILLE, 32256

8001 BELFORT PARKWAY, SUITE 200

DRMP, INC

P.S.M. No: 6309

THOMAS TRACZ, P.S.M.

SUBJECT PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

AND UTILIZED AS SUPPORTING DATA IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON

ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA PROFESSIONAL SURVEYOR AND MAPPER2.

BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88)1.

INCLUDES COST TO MATCH SOD TYPE FOR EACH RESIDENTIAL PROPERTY.0570 1 2

INCLUDES COST FOR CONCRETE CURB AND GUTTER TRANSITIONS TO DRAINAGE INLETS.(COJ MIAMI CURB)

INCLUDES COST FOR CONCRETE CURB AND GUTTER TRANSITIONS TO DRAINAGE INLETS.(COJ STANDARD CURB)

COJ 131

INCLUDES THE COST OF MONOLITHIC CAST CURB.0522 1

HEIGHT, COATING, AND ALL RELATED FEATURES

INCLUDES THE COST TO REPLACE DAMAGED MATERIAL. MATCH EXISTING FENCE IN COLOR, 0550 10918

INCLUDES BOLLARD REMOVAL.

INCLUDES COST TO REMOVE AND DISPOSE OF FENCE.

THE COST FOR REMOVAL OF ALL TREES, SHRUBS, AND BUSHES WILL BE INCLUDED. 0110 1 1

PER FDOT STANDARD PLANS 102-600 SERIES.

INCLUDES THE COST FOR ALL TEMPORARY TRAFFIC CONTROL SIGNS, DEVICES, AND INCIDENTALS0102 1

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445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

PROJECT CONTROL

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

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90°00'00"

.5

£ SURVEY C.L. 1

90°00'00"

.6

DRMP LB #2468 SURVEY CONTROL POINT H1

SET 5/8" REBAR W/ ALUM. CAP

HORIZONTAL CONTROL POINT "H1"

DRMP TRAVERSE

SET MAG NAIL W/ DISK

HORIZONTAL CONTROL POINT "JD1"

£ SURVEY C.L. 1

90°00'00"

.2

DRMP TRAVERSE

SET MAG NAIL W/ DISK

HORIZONTAL CONTROL POINT "JD2"

90°00'00" T.C.

.5

DRMP LB #2468 SURVEY CONTROL POINT H2

SET 5/8" REBAR W/ ALUM. CAP

HORIZONTAL CONTROL POINT "H2"

£ SURVEY C.L. 1

P T

.7

90°00'00" T.C.

.8

£ S

URVEY C

.L.

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

HORIZONTAL CONTROL POINT "JD3"

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SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE"

HORIZONTAL CONTROL POINT "S1"

.6

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

HORIZONTAL CONTROL POINT "S2"

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£ SURVEY C.L. 1

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SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE"

HORIZONTAL CONTROL POINT "S3"

90°00'00"

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SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE"

HORIZONTAL CONTROL POINT "S4"

90°00'00"

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.0

SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE"

HORIZONTAL CONTROL POINT "S5"

90°00'00"

E 404037.358 N 2101892.588

P.O.T. STA. 10+13.03

EVERGREEN LANE

E 404432.342 N 2101897.088

P.O.T. STA. 14+08.04

EVERGREEN LANE

E 404729.543 N 2101900.475

P.O.T. STA. 17+05.26

EVERGREEN LANE

E 404992.507 N 2101869.685

P.O.C. STA. 19+71.40

EVERGREEN LANE

E 405311.343 N 2101766.455

P.O.C. STA. 23+06.78

EVERGREEN LANE

E 405689.831 N 2101761.130

P.O.T. STA. 26+85.79

EVERGREEN LANE

E 406180.501 N 2101692.951

P.O.C. STA. 31+83.15

EVERGREEN LANE

E 406764.296 N 2101513.161

P.O.T. STA. 38+03.75

EVERGREEN LANE

E 407647.652 N 2101523.432

P.O.T. STA. 47+08.13

EVERGREEN LANE

E 408400.143 N 2101532.205

P.O.T. STA. 54+60.67

EVERGREEN LANE

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445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

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25.97'

90°00'00"

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

HORIZONTAL CONTROL POINT "JD5"

E 408380.857 N 2101265.081

P.O.T. STA. 17+64.43

LISA DAWN DRIVE

£ SURVEY C.L. 3

.8

90°00'00"

E 408344.574 N 2100499.812

P.O.T. STA. 10+79.21

MARY BETH DRIVE

SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE"

HORIZONTAL CONTROL POINT "S6"

£ SURVEY C.L. 3

.4

E 408953.129 N 2100393.527

P.O.T. STA. 17+00.94

MARY BETH DRIVE

90°00'00"

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

HORIZONTAL CONTROL POINT "JD6"

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19.63'

90°00'00"

E 408581.489 N 2100413+880

P.O.T. STA. 13+15.46

RHONDA DRIVE

SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE"

HORIZONTAL CONTROL POINT "S7"

£ SURVEY C.L. 5

.4

90°00'00"

E 408464.362 N 2100119.651

P.O.T. STA. 27+93.48

PINEWOOD BLVD. N.

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

HORIZONTAL CONTROL POINT "S8"

E 409150.548 N 2100031.533

P.O.C. STA. 20+89.01

PINEWOOD BLVD. E.

PINEWOOD BLVD. N.

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90°00'00" T.C.

.6 2'

E 409158.215 N 2099050.131

P.O.C. STA. 11+04.57

PINEWOOD BLVD. E.

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£ SURVEY C.L. 5

.1

PINEWOOD BLVD.

90°00'00" T.C.

DRMP LB #2468 SURVEY CONTROL POINT H3

SET 5/8" REBAR W/ ALUM. CAP

HORIZONTAL CONTROL POINT "H3"

DRMP LB #2468 SURVEY CONTROL POINT H4

SET 5/8" REBAR W/ ALUM. CAP

HORIZONTAL CONTROL POINT "H4"

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445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

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LEGENDPROJECT CONTROL NOTE ABBREVIATIONS

MAG NL W/ DISK

4. LOCALIZATION TO PROJECT CONTROL IS REQUIRED BY THE DEPARTMENT.

AND ARE TO BE USED FOR RECONNAISSANCE PURPOSES ONLY. DO NOT USE FOR HORIZONTAL CONTROL.

3. HORIZONTAL INFORMATION FOR BENCH MARKS ARE SHOWN TO THE NEAREST FOOT FOR COORDINATES,

2. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD88).

1. PROJECT IS BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM NAD 1983/2011 HORIZONTAL DATUM NORTH ZONE.

STAMPING ID � STATION DESCRIPTIONOFFSET ELEVATION (Z) NORTHING (Y) EASTING (X) LATITUDE LONGITUDE

N/A

N/A

PRIMARY VERTICAL CONTROL

� STATIONSTAMPING ID OFFSET ELEVATION (Z) DESCRIPTION NORTHING (Y) EASTING (X) LATITUDE LONGITUDE

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

PRIMARY HORIZONTAL CONTROL

WITHW/

TANGENT TO CURVET.C.

STATE ROADSR

RIGHTRT.

REF REFERENCE

PMON POURED MONUMENT

POINT OF TANGENTP.T.

P.O.T. POINT ON TANGENT

P.O.C. POINT ON CURVATURE

P.I. POINT OF INTERSECTION

POINT OF CURVATUREP.C.

N.T.S. NOT TO SCALE

LEFTLT.

LICENSED BUSINESSLB

IRON RODIR

ID IDENTIFICATION

GLOBAL POSITIONING SYSTEMGPS

FOUNDFND

OF TRANSPORTATION

FDOT FLORIDA DEPARTMENT

CMON CONCRETE MONUMENT

BASELINE£

BENCH MARKBM

ALUM ALUMINUM 5/8" IRON ROD

1/2" IRON PIPE

S5

S4

JD4

S3

S9

S2

S1

JD3

H2

JD2

JD1

H1

54+60.67 OFF CL1

47+08.13 OFF CL1

42+09.38 OFF CL1

38+39.41 OFF CL1

36+33.91 OFF CL1

31+83.15 OFF CL1

26+85.79 OFF CL1

23+06.78 OFF CL1

19+71.40 OFF CL1

17+05.26 OFF CL1

14+08.04 OFF CL1

10+13.03 OFF CL1

5.07 RT.

32.92 LT.

7.49 RT.

21.36 RT.

27.11 LT.

15.66 LT.

21.29 RT.

15.84 RT.

22.57 LT.

29.24 RT.

42.68 RT.

50.59 RT. SET 5/8" REBAR W/ ALUM CAP DRMP LB #2468 SURVEY CONTROL POINT H1"

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

SET 5/8" REBAR W/ ALUM CAP DRMP LB #2468 SURVEY CONTROL POINT H2"

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE"

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE"

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE"

SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE" 2101527.13

2101556.35

2101509.01

2101478.49

2101545.05

2101707.72

2101739.84

2101750.87

2101891.23

2101871.24

2101854.41

2101842.00

408400.20

407647.27

407149.39

406764.72

406599.43

406185.71

405690.07

405308.50

404999.23

404729.88

404432.83

404037.94

30 06 43.36914

30 06 43.60715

30 06 43.10462

30 06 42.77625

30 06 43.42376

30 06 45.00555

30 06 45.28948

30 06 45.37244

30 06 46.74044

30 06 46.52403

30 06 46.33695

30 06 46.18685

81 47 00.99978

81 47 09.57405

81 47 15.23861

81 47 19.61560

81 47 21.50263

81 47 26.22558

81 47 31.87091

81 47 36.21590

81 47 39.74802

81 47 42.81296

81 47 46.19350

81 47 50.68829

TBM1

TBM2

BM2

TBM3

20+71 OFF CL1

30+35 OFF CL1

40+69 OFF CL1

49+41 OFF CL1

22.20

29.90

32.43

30.69

SET MAG NAIL W/ DISK "DRMP BENCHMARK TBM1"

SET MAG NAIL W/ DISK "DRMP BENCHMARK TBM2"

SET 5/8" REBAR W/ ALUM CAP DRMP LB #2468 SURVEY CONTROL POINT BM2"

SET MAG NAIL W/ DISK "DRMP BENCHMARK TBM3"

2101806

2101757

2101468

2101563

405076

406042

407013

407880

30 06 45.90212

30 06 45.48348

30 06 42.68939

30 06 43.68882

81 47 38.86725

81 47 27.86558

81 47 16.78816

81 47 06.92498

JD5 17+64.93 OFF CL2 25.97 RT SET MAG NAIL W/ DISK "DRMP TRAVERSE" 2101265.39 408406.82 30 06 40.77887 81 47 00.90397

146 RT.

146 RT.

146 RT.

146 RT.

TBM4 14+83 OFF CL2 19 LT. 26.09 SET MAG NAIL W/ DISK "DRMP BENCHMARK TBM4" 2100983 408365 30 06 37.98092 81 47 01.35801

S6

S10

JD6

10+79.21 OFF CL3 9.89 RT. SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE"

16+11.07 OFF CL3 8.86 RT.

9.40 RT.17+00.94 OFF CL3

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

2100490.25 408342.04

2100382.55 408863.49

2100490.25 408342.04

30 06 33.10208 81 47 01.58091

30 06 32.07144 81 46 55.63606

30 06 32.09317 81 46 54.61317

S7 13+15.46 OFF CL4 19.63 LT SET 5/8" REBAR W/ CAP "DRMP INC TRAVERSE" 2100420.43 408562.98 30 06 32.42600 81 46 59.06016

TBM5 10+16 OFF CL4 18 LT. 18.34 2100138 408465 30 06 29.62384 81 47 00.15356SET MAG NAIL W/ DISK "DRMP BENCHMARK TBM5"

10+90 OFF CL5 13 RT. SET 5/8" REBAR W/ ALUM CAP DRMP LB #2468 SURVEY CONTROL POINT BM3" 2099029 409157 30 06 18.69378 81 46 52.18921BM3 7.33

H4 11+04.57 OFF CL5

16+61.77 OFF CL5 6.96 RT.

2100024.45

2099605.56

409137.76

409168.70

14.15 RT. SET 5/8" REBAR W/ ALUM CAP DRMP LB #2468 SURVEY CONTROL POINT H4" 30 06 28.54552

30 06 24.40141

81 46 52.48575

81 46 52.10091S11 SET MAG NAIL W/ DISK "DRMP TRAVERSE"

H3 20+89.01 OFF CL5

9.45 LT.

2100024.45

2100110.52

409137.76

408461.94

30 06 28.54552

30 06 29.35163

81 46 52.48575

81 47 00.18625S8 27+93.48 OFF CL5

14.62 LT. SET 5/8" REBAR W/ ALUM CAP DRMP LB #2468 SURVEY CONTROL POINT H3"

SET MAG NAIL W/ DISK "DRMP TRAVERSE"

TBM5 24+45 OFF CL5 10 RT. SET MAG NAIL W/ DISK "DRMP BENCHMARK TBM6" 2100070 408462 30 06 28.99423 81 46 52.8508718.35

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

I:\Projects\4020400\4020400_2400\50_Deliverables & Submittals\44557115801\roadway\CTLSRD01-SS4.dgnshoemak 12/12/2024 11:49:42 AM Default

445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

T

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

10 11 12

SAN

EVERGREEN LANE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

WM - CLAY COUNTY UTILITY AUTHORITY

FM - CLAY COUNTY UTILITY AUTHORITY

49.00' RT

+91.96

CONC. SIDEWALK

CONST. 5' WIDE

52.89' RT

+92.64

39.52' RT

+16.90

51.35' RT

+05.23

MATCH EXIST.

39.41' RT

+93.05

MATCH EXIST.

34.40' RT

+92.12

TO REMAIN

EXIST. SIDEWALK

STA. 10+86.57

BEGIN PROJECT

TO REMAIN

EXIST. SIDEWALK

MATCH EXIST.

37.85' RT

+86.69

MATCH EXIST.

38.09' RT

+92.43

MATCH EXIST.

51.28' RT

+92.39

MATCH EXIST.

51.24' RT

+86.61

EL. 14.14'

46.24' RT

+86.64

EL. 14.20'

46.28' RT

+92.41

BT - AT&T FLORIDA

CROSS SLOPE

MATCH EXIST.

C R

B

(K

N I G

H T

B

O X

X

R

D

CROSS SLOPE

MATCH EXIST.

CROSS SLOPE

MATCH EXIST.

UTILITY AUTHORITY

FIRE HYDRANT - CLAY COUNTY

50.00' RT

+22.53

52.87' RT

+05.84

49.00' RT

+09.65

4" THICK CONCRETE SIDEWALK

SEDIMENT BARRIER

LEGEND:

UTILITY AUTHORITY

WM - CLAY COUNTY

BTV - COMCAST

EVERGREEN LN

EVERGREEN LN

K N

IG

H T B

O X

X R

D .K

N

IG

H T B

O X

X R

D

STA. 10+78

700-1500

1 EA

12 13 14

SAN

WATER

EVERGREEN LANE

R/W LINE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

12" WHITE

24" WHITE

STRIPING

REMOVE EXIST.

UTILITY AUTHORITY

WM - CLAY COUNTY

50.00' RT

+64.22

MATCH EXIST.

34.54' RT

+10.26

MATCH EXIST.

39.53' RT

+09.04

MATCH EXIST.

39.54' RT

+83.97

FM - CLAY COUNTY UTILITY AUTHORITY

37.44' RT

+79.14

35.36' RT

+66.14

49.00' RT

+10.01

MATCH EXIST.

39.56' RT

+74.89

49.00' RT

+74.22

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

34.56' RT

+74.88

34.54' RT

+83.96

CROSS SLOPE

MATCH EXIST.

36.42' RT

+84.00

MANHOLE - CLAY COUNTY UTILITY AUTHORITY

LIGHT POLE - CLAY ELECTRIC

39.48' RT

+60.13

36.42' RT

+70.13

35.37' RT

+69.04

S P I C

E W

O O

D

C

W

STA. 14+59.46

BEGIN COJ DROP CURB TRANSITION TO COJ MIAMI CURB

STA. 14+65.66, MATCH EXIST.

END COJ DROP CURB TRANSITION TO COJ DROP MIAMI CURB

STA. 14+49.68

END COJ STANDARD CURB TRANSITION TO COJ DROP CURB

STA. 14+46.98, MATCH EXIST.

BEGIN COJ STANDARD CURB TRANSITION TO COJ DROP CURB

+40+23

+88 +60

+45 +02

MATCH EXIST.

29.53' RT

+88.95

MATCH EXIST.

29.57' RT

+69.87

MATCH EXIST. CROSS SLOPE

MATCH EXIST. CROSS SLOPE

WHITE (TYP.)

24" PREFORMED

COJ STANDARDS FOR STANDARD CURB INLET (PLATE D-202).

MATCH CURB AND GUTTER WIDTH PER FIELD CONDITIONS REFERENCING

NOTE: FOR PROPOSED COJ CURB AND GUTTER IN TRANSITION TO DRAINAGE INLET,

EXIST. 24" RCP

RCP

EXIST. 24"

MATCH EXIST.

37.77' RT

+03.32

RAMP DETAILS

SEE MODIFIED CURB

CR-F

MOD.

MATCH EXIST.

28.66' RT

+84.35

30.10' RT

+90.43

35.76' RT

+00.95

WV - CLAY COUNTY UTILITY AUTHORITY

4" THICK CONCRETE SIDEWALK

SEDIMENT BARRIER

6" THICK CONCRETE DRIVEWAY

INLET PROTECTION

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

CLAY ELECTRIC

BE (14.4 kV) -

CR-F

MOD.

BE - UNKNOWN

WM - CLAY COUNTY UTILITY AUTHORITY

BTV - COMCAST

EVERGREEN LN

S P

IC

E W

O O

D C

IR

W

L

IM

IT

S P

E E

D

5 STOP

STOP

700-1600

1 EA

700-1111

1 EA

STA. 14+46

R1-1 30" X 30"

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

I:\Projects\4020400\4020400_2400\50_Deliverables & Submittals\44557115801\roadway\PLANRD01.dgnshoemak 12/12/2024 11:49:44 AM Default

445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

PLAN (01)

EVERGREEN LN

M

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

.0

.0

' 4 .3

15 16 17

CURVE DATA BL_EVERGREEN_3

PI STA. = 18+74.18

T = 119.96

L = 237.56

R = 692.33

PC STA. = 17+54.22

PT STA. = 19+91.79

P C

S

T A

.2

WATER WATER

WATER

WATER

WATER

EVERGREEN LANE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

EXIST. FENCE

'12" WHITE

24" WHITE

UTILITY AUTHORITY

WM - CLAY COUNTY

WM - CLAY COUNTY UTILITY AUTHORITY

WM - CLAY COUNTY UTILITY AUTHORITY

29.79' RT

+73.01

26.67' RT

+82.89

26.57' RT

+85.47

BTV - COMCAST

WM - CLAY COUNTY UTILITY AUTHORITY

BTV - COMCAST

40.00' RT

+84.22

40.00' RT

+64.22

MATCH EXIST.

18.18' RT

+86.00

STRIPING

REMOVE EXIST.

CONC. SIDEWALK

CONST. 5' WIDE

S P I C

E W

O O

D

C I R

E

FM - CLAY COUNTY UTILITY AUTHORITY

BT - AT&T FLORIDA

+24

+39

+45

MATCH EXIST. CROSS SLOPE

CROSS SLOPE

MATCH EXIST.

WHITE (TYP.)

24" PREFORMED

CURVE BL EVERGREEN 3

COJ STANDARDS FOR STANDARD CURB INLET (PLATE D-202).

MATCH CURB AND GUTTER WIDTH PER FIELD CONDITIONS REFERENCING

FOR PROPOSED COJ CURB AND GUTTER IN TRANSITION TO DRAINAGE INLET, NOTE:

EXIST. 24" RCP

RCP

EXIST. 24"

EXIST. 18" RCP

EXIST. 24" RCP

4" THICK CONCRETE SIDEWALK

INLET PROTECTION

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

TO BE ADJUSTED / BY OTHERS

WATER METER - CLAY COUNTY UTILITY AUTHORITY

TO BE ADJUSTED / BY OTHERS

WATER METER - CLAY COUNTY UTILITY AUTHORITY

+02

MATCH EXIST.

27.44' RT

+02.84

25.31' RT

+00.54

+90

20.00' RT

+91.81

SEE MODIFIED CURB RAMP DETAILS

CR-F

MOD.

STA. 17+45.73, MATCH EXIST.

BEGIN COJ STANDARD CURB TRANSITION TO COJ DROP CURB

STA. 17+52.69

END COJ STANDARD CURB TRANSITION TO COJ DROP CURB

CR-F

MOD.

R/W LINE

BTV - COMCAST

EVERGREEN LN

S P

IC

E W

O O

D C

IR

E

STOP

STOP

700-1600

1 EA

700-1111

1 EA

STA. 17+48

R1-1 30" X 30"

CURVE DATA BL_EVERGREEN_3

PI STA. = 18+74.18

T = 119.96

L = 237.56

R = 692.33

PC STA. = 17+54.22

PT STA. = 19+91.79

PT STA. 19+91.79

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

EOI

WATER

EVERGREEN LANE

D E

E R

W O

O D

C

E

E R

W O

O D

C

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

EXIST. FENCE

12" WHITE

R

28.67' RT

+26.55

BTV- COMCAST

WM - CLAY COUNTY UTILITY AUTHORITY

BT - AT&T / DISTRIBUTION

28.25' RT

+86.34

24.78' RT

+76.11

24.44' RT

+70.07

40.00' RT

+86.07

59.91' RT

+20.61

28.48' RT

+52.21

27.14' RT

+11.08MATCH EXIST.

28.53' RT

+68.25

FM - CLAY COUNTY UTILITY AUTHORITY

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

UTILITY AUTHORITY

WM - CLAY COUNTY

CURVE BL EVERGREEN 3

+66

+16

MATCH EXIST.

18.46' RT

+73.60

MATCH EXIST.

18.33' RT

+12.10

CROSS SLOPE

MATCH EXIST.

WHITE (TYP.)

24" PREFORMED

COJ STANDARDS FOR STANDARD CURB INLET (PLATE D-202).

MATCH CURB AND GUTTER WIDTH PER FIELD CONDITIONS REFERENCING

FOR PROPOSED COJ CURB AND GUTTER IN TRANSITION TO DRAINAGE INLET, NOTE:

MATCH EXIST.

18.23' RT

+01.59

22.22' RT

+95.00

40.00' RT

+91.82

MATCH EXIST.

39.18

+84.87

MATCH EXIST.

28.59' RT

+27.11

+26

26.26' RT

+25.01

RAMP DETAILS

SEE MODIFIED CURB

20.66' RT

+17.53

CR-F

MOD.

STA. 17+63.92

BEGIN COJ DROP CURB TRANSITION TO COJ MIAMI CURB

STA. 17+70.08, MATCH EXIST.

END COJ DROP CURB TRANSITION TO COJ MIAMI CURB

CR-F

MOD.

4" THICK CONCRETE SIDEWALK

6" THICK CONCRETE DRIVEWAY

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

27.93' RT

+92.51

R/W LINE

AUTHORITY

COUNTY UTILITY

WV - CLAY

TV BOX - COMCAST

WV - UNKNOWN

EVERGREEN LN

D E

E R

W O

O D C

IR

W

A H

E A

D

C H

IL

D R

E N

C A

U T

IO

N

STA. 19+00

700-1500

1 EA

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

I:\Projects\4020400\4020400_2400\50_Deliverables & Submittals\44557115801\roadway\PLANRD02.dgnshoemak 12/12/2024 11:49:45 AM Default

445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

PLAN (02)

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

0 M A

T C

H L I N

E

S

T A

.0

.3

.5

.5

CURVE DATA BL_EVERGREEN_6

PI STA. = 23+18.11

T = 90.00 L = 178.23 R = 519.96

PC STA. = 22+28.11

PT STA. = 24+06.34

P C

S

T A

.1

WATER

WATER

WATER

EOI

EVERGREEN LANE

D E

E R

W O

O D

C

E

E R

W O

O D

C

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

33.50' RT

+28.11

12" WHITE

24" WHITE

CURVE BL EVERGREEN 6

25.58' RT

+96.04

25.58' RT

+08.82

33.50' RT

+37.09

WM - CLAY COUNTY UTILITY AUTHORITY

BTV - COMCAST

BTV - UNKNOWN

UTILITY AUTHORITY

WM - CLAY COUNTY

59.91' RT

+84.32

40.00' RT

+98.35

STRIPING

REMOVE EXIST.

SEE SPECIAL DETAIL SHEET

UTILITY AUTHORITY

FM - CLAY COUNTY

40.00' RT

+02.77

CONC. SIDEWALK

CONST. 5' WIDE

+91

+66

+73

+45

MATCH EXIST.

19.26' RT

+17.62

24.83' RT

+16.33

MATCH EXIST. CROSS SLOPE

STA. 20+95.63, MATCH EXIST.

END COJ DROP CURB TRANSITION TO COJ MIAMI CURB

STA. 20+89.53

BEGIN COJ DROP CURB TRANSITION TO COJ MIAMI CURB

WHITE (TYP.)

24" PREFORMED

COJ STANDARDS FOR STANDARD CURB INLET (PLATE D-202).

MATCH CURB AND GUTTER WIDTH PER FIELD CONDITIONS REFERENCING

FOR PROPOSED COJ CURB AND GUTTER IN TRANSITION TO DRAINAGE INLET, NOTE:

EXIST. 18" RCP

EXIST. 18" RCP

EXIST. 18" RCP

STA. 20+70.22, MATCH EXIST.

BEGIN COJ STANDARD CURB TRANSITION TO COJ DROP CURB

33.75' RT

+43.74

MATCH EXIST.

33.87' RT

+06.94

MATCH EXIST.

41.46' RT

+12.93

23.73' RT

+77.73

CR-F

MOD.

4" THICK CONCRETE SIDEWALK

6" THICK CONCRETE DRIVEWAY

INLET PROTECTION

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

CLAY ELECTRIC

BE (14.4 kV) - .

REMOVE BUSHES

BE - UNKNOWN

R/W LINE

STOP

STOP

700-1600

1 EA

700-1111

1 EA

STA. 20+75

R1-1 30" X 30"

.4

K

V

CURVE DATA BL_EVERGREEN_6

PI STA. = 23+18.11

T = 90.00 L = 178.23 R = 519.96

PC STA. = 22+28.11

PT STA. = 24+06.34

PT STA. 24+06.34

EOI

WATER

WATERWATER

WATER

WATER

WATER

WATER

WATER

WATER

EVERGREEN LANE

R/W LINE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

24" WHITE

12" WHITE

EXIST. FENCE

CURVE BL EVERGREEN 6

WM - CLAY COUNTY UTILITY AUTHORITY

STRIPING

REMOVE EXIST.

40.00' RT

+06.341

DETAIL SHEET

SEE SPECIAL

UTILITY AUTHORITY

FM - CLAY COUNTY

40.00' RT

+86.13

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

UTILITY AUTHORITY

FIRE HYDRANT - CLAY COUNTY

STA. 23+66.12

BEGIN COJ DROP CURB TRANSITION TO COJ STANDARD CURB

UTILITY AUTHORITY

WM - CLAY COUNTY

37.35' RT

+80.47

37.69' RT

+74.63

COMCAST

BTV -

+63

BT - AT&T FLORIDA

TO BE ADJUSTED / BY OTHERS

WV(2) - CLAY COUNTY UTILITY AUTHORITY

TO BE ADJUSTED / BY OTHERS

WV(2) - CLAY COUNTY UTILITY AUTHORITY

WHITE (TYP.)

24" PREFORMED

EXIST 18" RCP

18" RCP

EXIST

COJ STANDARDS FOR STANDARD CURB INLET (PLATE D-202).

MATCH CURB AND GUTTER WIDTH PER FIELD CONDITIONS REFERENCING

FOR PROPOSED COJ CURB AND GUTTER IN TRANSITION TO DRAINAGE INLET, NOTE:

MATCH EXIST. CROSS SLOPE

TO BE ADJUSTED / BY OTHERS

WV- CLAY COUNTY UTILITY AUTHORITY

MATCH EXIST. CROSS SLOPE

MATCH EXIST.

28.69' RT

+34.11

MATCH EXIST.

29.54' RT

+32.69

35.71' RT

+27.70

29.44' RT

+26.74

60.88' RT

+25.45

MATCH EXIST.

34.95' RT

+20.28

28.27' RT

+86.79

WV - CLAY COUNTY UTILITY AUTHORITY TO BE ADJUSTED / BY OTHERS

THE FACE OF CURB PER INDEX 110-200)

F&I REPLACEMENT BETWEEN 6" TO 12" BEHIND

MAILBOX (EXIST. MAILBOX TO BE REMOVED ,

MATCH EXIST.

39.63' RT

+39.69

+39

36.63' RT

+38.64

30.27' RT

+35.26

CR-F

MOD.

SEE MODIFIED CURB RAMP DETAILS

+34

STA. 23+63.33, MATCH EXIST.

BEGIN COJ MIAMI CURB TRANSITION TO COJ DROP CURB

STA. 23+63.79

END COJ MIAMI CURB TRANSITION TO COJ DROP CURB

STA. 23+67.42, MATCH EXIST.

END COJ DROP CURB TRANSITION TO COJ STANDARD CURB

BE (14.4 kV) - CLAY ELECTRIC

CR-F

MOD.

C I R

E

D E

E R

W O

BE - UNKNOWN

UTILITY AUTHORITY

WATER METER - CLAY COUNTY

4" THICK CONCRETE SIDEWALK

6" THICK CONCRETE DRIVEWAY

INLET PROTECTION

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

STOP

D E

E R

W O

O D C

IR

E

EVERGREEN LN STOP

700-1600

1 EA

700-1111

1 EA

STA. 23+68

R1-1 30" X 30"

.4

K V

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

I:\Projects\4020400\4020400_2400\50_Deliverables & Submittals\44557115801\roadway\PLANRD03.dgnshoemak 12/12/2024 11:49:46 AM Default

445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

PLAN (03)

T C

H L I N

E

S

T A

.0

0 M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

.7

.7

.4

27 28

CURVE DATA BL_EVERGREEN_9

PI STA. = 28+25.51

T = 119.38

L = 238.13

R = 1,342.40

PC STA. = 27+06.13

PT STA. = 29+44.26

PC STA. 27+06.13

WATER

WATERWATER

WATER

WATER

EOI

WATER

EVERGREEN LANE

P A

L M

W O

O D

C

T

R/W LINE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

27.84' RT

+13.76

27.75' RT

+43.71

CONC. SIDEWALK

CONST. 5' WIDE

EXIST. FENCE

12" WHITE

24" WHITE

CURVE BL EVERGREEN 9

STRIPING

REMOVE EXIST.

BTV - COMCAST

WM - CLAY COUNTY UTILITY AUTHORITY

WM - CLAY COUNTY UTILITY AUTHORITY

MATCH EXIST.

19.95' RT

+73.12

FM - CLAY COUNTY UTILITY AUTHORITY

40.00' RT

+06.13

40.00' RT

+25.20

CONC. SIDEWALK

CONST. 5' WIDE

+58

+69

MATCH EXIST.

19.19' RT

+15.38

MATCH EXIST. CROSS SLOPE

TO BE ADJUSTED / BY OTHERS

WV - CLAY COUNTY UTILITY AUTHORITY

TO BE ADJUSTED / BY OTHERS

WV - CLAY COUNTY UTILITY AUTHORITY

/ BY OTHERS

TO BE ADJUSTED

UTILITY AUTHORITY

WV - CLAY COUNTY

WHITE (TYP.)

24" PREFORMED

28.91' RT

+75.55 28.01' RT

+93.08

EXIST. 30" RCP

EXIST. 24" RCP

EXIST. 24" RCP

4" THICK CONCRETE SIDEWALK

INLET PROTECTION

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

CLEAR TREE BRANCHES

CR-F

MOD.

+28

MATCH EXIST.

30.29' RT

+28.89

+46

28.20' RT

+13.64

27.80' RT

+26.96

RAMP DETAILS

SEE MODIFIED CURB

22.02' RT

+20.44

+65

MATCH EXIST.

31.96' RT

+61.09

RAMP DETAILS

SEE MODIFIED CURB

CROSS SLOPE

MATCH EXIST.

23.15' RT

+68.41

29.31' RT

+62.79

CR-F

MOD.

+62

BE (14.4 kV) - CLAY ELECTRIC

WM - UNKNOWN

R/W LINE

WV - CLAY COUNTY UTILITY AUTHORITY

EVERGREEN LN

STOP

P A

L M

W O

O D C

T STOP

700-1600

1 EA

700-1111

1 EA

STA. 26+65

R1-1 30" X 30"

30 31

CURVE DATA BL_EVERGREEN_9

PI STA. = 28+25.51

T = 119.38 L = 238.13 R = 1,342.40

PC STA. = 27+06.13

PT STA. = 29+44.26

CURVE DATA BL_EVERGREEN_12

PI STA. = 31+59.19

T = 99.77

L = 198.28

R = 717.32

PC STA. = 30+59.41

PT STA. = 32+57.69

PT STA. 29+44.26

P C

S

T A

.4

WATER

WATER

WATER

EOI

WATER

WATER

WATER

EVERGREEN LANE

M A

N G

O

C

T

R/W LINE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

28.99' RT

+30.63

28.76' RT

+41.18

27.94' RT

+06.52

28.06' RT

+58.21

27.17' RT

+46.51

24" WHITE

12" WHITE

CURVE BL EVERGREEN 12

CURVE BL EVERGREEN 9

WM - CLAY COUNTY UTILITY AUTHORITY

BTV - COMCAST

WM - CLAY COUNTY UTILITY AUTHORITY

40.00' RT

+54.41

70.00' RT

+84.41

BTV - COMCAST

BTV - COMCAST

70.00' RT

+44.41

MATCH EXIST.

18.89' RT

+81.97

MATCH EXIST.

18.02' RT

+44.99

FM - CLAY COUNTY UTILITY AUTHORITY

24.00' RT

+30.04

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE CONC. SIDEWALK

CONST. 5' WIDE

UTILITY AUTHORITY

FIRE HYDRANT - CLAY COUNTY

+85

+94

+14

+26

+32

CROSS SLOPE

MATCH EXIST.

23.72' RT

+42.65

CROSS SLOPE

MATCH EXIST.

CROSS SLOPEMATCH EXIST.

WV - CLAY COUNTY UTILITY AUTHORITY

39.83' RT

+75.30

STRIPING

REMOVE EXIST.

WHITE (TYP.)

24" PREFORMED

27.67' RT

+80.61

4" THICK CONCRETE SIDEWALK

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

MATCH EXIST.

29.43' RT

+95.78

21.48' RT

+87.11

MATCH EXIST.

28.70' RT

+31.39

CROSS SLOPEMATCH EXIST.

SEE MODIFIED CURB RAMP DETAILS

27.03' RT

+93.78

26.25' RT

+33.37

20.68' RT

+39.90

+41

CR-F

MOD. CR-F

MOD.

SEE MODIFIED CURB RAMP DETAILS

WV - CLAY COUNTY UTILITY AUTHORITY

WATER METER - CLAY COUNTY UTILITY AUTHORITY

BE (14.4 kV) - CLAY ELECTRIC

BTV - UNKNOWN

TO BE RELOCATED / BY OTHERS

PEDESTAL - COMCAST

STOP

M A

N G

O D

R

STOP

700-1600

1 EA

700-1111

1 EA

STA. 30+30

R1-1 30" X 30"

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

I:\Projects\4020400\4020400_2400\50_Deliverables & Submittals\44557115801\roadway\PLANRD04.dgnshoemak 12/12/2024 11:49:47 AM Default

445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

PLAN (04)

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

.4

.8

'4

.0

.0

32 33

CURVE DATA BL_EVERGREEN_12

PI STA. = 31+59.19

T = 99.77 L = 198.28 R = 717.32

PC STA. = 30+59.41

PT STA. = 32+57.69

P T

S

T A

.6

WATER

WATER WATER

EVERGREEN LANE

O A

K W

O O

D

C

T

R/W LINE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

28.19' RT

+09.92

12" WHITE

24" WHITE

CURVE BL EVERGREEN 12

BTV - COMCAST

BTV - COMCAST

WM - CLAY COUNTY UTILITY AUTHORITY

UTILITY AUTHORITY

WM - CLAY COUNTY

28.10' RT

+34.38

STRIPING

REMOVE EXIST.

40.00' RT

+27.74

40.00' RT

+07.74

FM - CLAY COUNTY UTILITY AUTHORITY

FM - CLAY COUNTY UTILITY AUTHORITY

MATCH EXIST.

19.06' RT

+36.14

39.83' RT

+57.69

39.83' RT

+66.49

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

+39

+49 +85

+80

+67

UTILITY AUTHORITY

WV - CLAY COUNTY

CROSS SLOPE

MATCH EXIST.

CROSS SLOPE

MATCH EXIST.

29.29' RT

+99.13

WHITE (TYP.)

24" PREFORMED

4" THICK CONCRETE SIDEWALK

6" THICK CONCRETE DRIVEWAY

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

28.31' RT

+60.71

RAMP DETAILS

SEE MODIFIED CURB

RAMP DETAILS

SEE MODIFIED CURB

MATCH EXIST.

20.16' RT

+97.08

+93

23.09' RT

+92.24

28.91' RT

+86.08

21.83' RT

+41.20

MATCH EXIST.

31.43' RT

+84.20

MATCH EXIST.

30.06' RT

+49.72

27.59' RT

+47.76

MATCH EXIST.

18.36' RT

+24.26

MATCH EXIST.

29.23' RT

+29.27

23.39' RT

+29.30

CR-F

MOD.

CR-F

MOD.

BE (1

4.4 kV) -

CLAY E

LECTRIC

BE (120/240 V) - CLAY ELECTRIC

UTILITY AUTHORITY

WM - CLAY COUNTY

BE (120/240 kV) - CLAY ELECTRIC

CLAY ELECTRIC

BE (14.4 kV) -

TO BE RELOCATED / BY OTHERS

PEDESTAL - COMCAST

STOP

O A

K W

O O

D C

T

STOP

700-1600

1 EA

700-1111

1 EA

STA. 33+85

R1-1 30" X 30"

.4

K

V

CURVE DATA BL_EVERGREEN_15

PI STA. = 36+16.47

T = 100.00

L = 196.54

R = 432.10

PC STA. = 35+16.47

PT STA. = 37+13.01

P C

S

T A

.4

P T

S

T A

.0

SAN

WATER

WATER

WATER

WATER

WATER

WATER

WATER

EVERGREEN LANE

R/W LINE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

' 12" WHITE

24" WHITE

CURVE BL EVERGREEN 15

29.08' RT

+10.96

UTILITY AUTHORITY

WM - CLAY COUNTY

FM - CLAY COUNTY UTILITY AUTHORITY

FM - CLAY COUNTY UTILITY AUTHORITY

FM - CLAY COUNTY UTILITY AUTHORITY

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

+16

+42

BT - AT&T FLORIDA

UTILITY AUTHORITY

WM - CLAY COUNTY

MATCH EXIST.

29.33' RT

+54.25

MATCH EXIST.

18.25' RT

+73.84

UTILITY AUTHORITY

WV - CLAY COUNTY

STRIPING

REMOVE EXIST.

+30

B L

V D

B O S

MATCH EXIST.

18.26' RT

+49.49

23.07' RT

+54.06

23.18' RT

+69.55

EXIST. 24" RCP

MATCH EXIST.

28.95' RT

+69.53

40.00' RT

+84.82

30.18' RT

+03.35 CLEAR TREE BRANCHES

THE FACE OF CURB PER INDEX 110-200)

F&I REPLACEMENT BETWEEN 6" TO 12" BEHIND

MAILBOX (EXIST. MAILBOX TO BE REMOVED ,

MATCH EXIST.

29.20' RT

+44.47

MATCH EXIST.

18.20' RT

+49.29

MATCH EXIST.

33.68' RT

+16.98

CROSS SLOPE

MATCH EXIST.

+09

24.69' RT

+10.16

WHITE (TYP.)

24" PREFORMED

+50

41.00' RT

+85.59

29.73' RT

+09.53

BY OTHERS

TO BE RELOCATED /

UTILITY AUTHORITY

WATER METER - CLAY COUNTY

MATCH EXIST.

22.37' RT

+52.81

26.02' RT

+49.12

31.02' RT

+15.46

SEE MODIFIED CURB RAMP DETAILS

SEE MODIFIED CURB RAMP DETAILS

+45

MATCH EXIST.

35.35' RT

+43.75 31.33' RT

+56.11

32.49' RT

+44.94

CROSS SLOPE

MATCH EXIST.

23.32' RT

+44.32

MATCH EXIST.

21.32' RT

+05.86

CR-F

MOD.

CR-F

MOD.

WV - CLAY COUNTY UTILITY AUTHORITY

WATER METER - CLAY COUNTY UTILITY AUTHORITY

WV - CLAY COUNTY UTILITY AUTHORITY

SEWER MANHOLE - CLAY COUNTY UTILITY AUTHORITY

4" THICK CONCRETE SIDEWALK

6" THICK CONCRETE DRIVEWAY

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

BE - UNKNOWN

BE (14.4 kV) - CLAY ELECTRIC

BTV - UNKNOWN

BTV - COMCAST

STOP

L

IM

IT

S P

E E

D

B O

S C

O B

L V

D

STOP

700-1600

1 EA

700-1111

1 EA

STA. 36+48

R1-1 30" X 30"

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

I:\Projects\4020400\4020400_2400\50_Deliverables & Submittals\44557115801\roadway\PLANRD05.dgnshoemak 12/12/2024 11:49:48 AM Default

445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

PLAN (05)

T C

H L I N

E

S

T A

.0

0 M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M

A T

C H

L I N

E

S

T A

.0

.8

' 4

.0

.0

.0

CURVE DATA BL_EVERGREEN_22

PI STA. = 40+35.36

T = 75.96

L = 151.70

R = 1,143.99

PC STA. = 39+59.40

PT STA. = 41+11.09

PI STA. 38+39.4

PC STA. 39+59.4

EVERGREEN LANE

GREENWOOD PARK

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

£ SURVEY EVERGREEN LN

EXIST. FENCE

FM - CLAY COUNTY UTILITY AUTHORITY

36.36' RT

+63.13

'R

0.01

'R

0.00' LT

+19.36

TO BE REMOVED

BOLLARDS

CONC. SIDEWALK

CONST. 5' WIDE

35.70' RT

+84.14

0.00' LT

+39.41

PARKING LOT

GREENWOOD PARK

TO BE RESET

EXIST. FENCE

CURVE BL EVERGREEN 22

PROPERTY LINE

CLAY COUNTY

8.45' RT

+63.80

13.45' RT

+68.89

39.37' RT

+68.89

40.37' RT

+68.89

28.94' RT

+73.89

33.93' RT

+79.11

4" THICK CONCRETE SIDEWALK

PROP. FENCE (RESET EXISTING)

LEGEND:

26.47' RT

+39.27

29.59' RT

+25.00

26.09' RT

+90.81

16.85' RT

+39.41

OE (14.4 kV) - CLAY ELECTRIC

UTILITY AUTHORITY

WM - CLAY COUNTY

ELECTRIC POLE - CLAY ELECTRIC

CLAY ELECTRIC

ELECTRIC POLE -

CLAY COUNTY PROPERTY

A H

E A

D

C H

IL

D R

E N

C A

U T

IO

N

$250 MAX

FINE

ONLY

PERMIT

DISABLED

PARKING BY

$250 MAX

FINE

ONLY

PERMIT

DISABLED

PARKING BY

$250 FINE

ONLY

PERMIT

DISABLED

PARKING BY

$250 FINE

ONLY

PERMIT

DISABLED

PARKING BY

700-1600

1 EA

700-1600

1 EA

STA. 39+65

700-1500

1 EA

PARK HOURS

DAWN

TO

DUSK

700-1111

1 EA

STA. 39+59

FTP-22-06 (12" X 6")

FTP-20-06 (12" X 18")

700-1111

1 EA

STA. 39+85

FTP-22-06 (12" X 6")

FTP-20-06 (12" X 18")

PET WASTE

AFTER YOUR PET

AND CLEAN UP

PLEASE LEASH

TRANSMITS DISEASE

STA. 39+83

700-1500

1 EA

STA. 38+04

700-1500

1 EA

.4 K

V

40 41

CURVE DATA BL_EVERGREEN_22

PI STA. = 40+35.36

T = 75.96

L = 151.70

R = 1,143.99

PC STA. = 39+59.40

CURVE DATA BL_EVERGREEN_23

PI STA. = 41+85.40

T = 74.30

L = 148.39

R = 1,115.44

PT STA. = 42+59.48

PRC STA. = 41+11.09

PRC STA. = 41+11.09

PT STA. 42+59.48

PRC STA. 41+11.09

WATER

WATER

WATER

SAN

WATER

WATER

EVERGREEN LANE

M A

R Y

B

E

GREENWOOD PARK

R/W LINE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

EXIST FENCE

24" WHITE

12" WHITE

UTILITY AUTHORITY

WM - CLAY COUNTY

UTILITY AUTHORITY

WM - CLAY COUNTY

BTV - COMCAST

BTV - COMCAST

0.33' RT

+07.75 0.35' RT

+15.96

UTILITY AUTHORITY

FM - CLAY COUNTY

20.00' RT

+67.75

46.03' RT

+92.55

37.22' RT

+70.99

35.42' RT

+54.85

10.75' RT

+54.95

5.78' RT

+59.84 5'R

0.02

30.05' RT

+44.95

25.04' RT

+50.00

5'R

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

UTILITY AUTHORITY

FM - CLAY COUNTY

COUNTY UTILITY AUTHORITY

SEWER MANHOLE - CLAY

MATCH EXIST.

6.13' RT

+07.71

MATCH EXIST.

6.37' RT

+15.93

MATCH EXIST.

4.63' LT

+20.69

MATCH EXIST.

4.69' LT

+02.71

CURVE BL EVERGREEN 22

UTILITY AUTHORITY

FM - CLAY COUNTY

TO BE RESET

EXIST FENCE

PARKING LOT

GREENWOOD PARK

STRIPING

REMOVE EXIST.

CROSS SLOPE

MATCH EXIST.

CROSS SLOPE

MATCH EXIST.

+08 +41

+50

+24

+36

5.73' RT

+94.16

49.82' RT

+55.14

5.79' RT

+56.24

5.79' RT

+62.84

PROPERTY LINE

CLAY COUNTY

WHITE (TYP.)

24" PREFORMED

REMOVE BOLLARD

CURVE BL EVERGREEN 23

AUTHORITY TO BE ADJUSTED / BY OTHERS

WV (2) - CLAY COUNTY UTILITY

MATCH EXIST.

3.31' LT

+54.44

SEE MODIFIED CURB RAMP DETAILS

SEE MODIFIED CURB RAMP DETAILS

MATCH EXIST.

3.34' LT

+95.81 +99

0.59' LT

+00.67

MATCH EXIST.

7.92' RT

+40.77

MATCH EXIST.

7.60' RT

+08.94

5.11' RT

+07.02

0.52' LT

+49.38

5.42' RT

+42.70

CR-F

MOD. CR-F

MOD.

BOLLARD

REMOVE

WV - CLAY COUNTY UTILITY AUTHORITY

WV - CLAY COUNTY UTILITY AUTHORITY

CLAY COUNTY PROPERTY

UTILITY AUTHORITY

FIRE HYDRANT - CLAY COUNTY

4" THICK CONCRETE SIDEWALK

PROP. FENCE (RESET EXISTING)

6" THICK CONCRETE DRIVEWAY

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

CLAY ELECTRIC

BE (14.4 kV) -

TO BE RELOCATED / BY OTHERS

WATER METER - CLAY COUNTY UTILITY AUTHORITY

EXIST. FENCING PANEL TO NEAREST POST

PARTIALLY REMOVE

TO BE RELOCATED / BY OTHERS

PEDESTAL - COMCAST

EVERGREEN LN

STOP

M A

R Y B

E T

H D

R

700-1600

1 EA

STOP

700-1111

1 EA

STA. 42+38

R1-1 30" X 30"

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

I:\Projects\4020400\4020400_2400\50_Deliverables & Submittals\44557115801\roadway\PLANRD06.dgnshoemak 12/12/2024 11:49:49 AM Default

445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

PLAN (06)

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

.0

.0

.4

.0

43 44 45

WATERWATER

EVERGREEN LANE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

EXIST. FENCE

BTV - COMCAST

WM - CLAY COUNTY UTILITY AUTHORITY

FM - CLAY COUNTY UTILITY AUTHORITY

19.92' RT

+85.32

19.50' RT

+81.13

MATCH EXIST.

19.50' RT

+54.58

MATCH EXIST.

19.50' RT

+62.23

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

BT - AT&T FLORIDA

MATCH EXIST.

19.50' RT

+37.65

MATCH EXIST.

19.50' RT

+21.00

MATCH EXIST.

9.50' RT

+08.06

MATCH EXIST.

19.50' RT

+06.21

BE - CLAY ELECTRIC

WITHIN SIDEWALK

REMOVE BUSHES

PULL BOX - AT&T FLORIDA

TO BE ADJUSTED / BY OTHERS

WATER METER (2) - CLAY COUNTY UTILITY AUTHORITY

CLEAR BUSHES

CLEAR BUSHES

MATCH EXIST.

9.50' RT

+37.64

MATCH EXIST.

9.50' RT

+27.71

MATCH EXIST.

4.56' LT

+64.64

MATCH EXIST.

4.56' LT

+52.18

MATCH EXIST.

9.50' RT

+16.49

MATCH EXIST.

19.50' RT

+16.24

19.50' RT

+19.14

14.50' RT

+29.92

14.50' RT

+51.33

UTILITY AUTHORITY

WM - CLAY COUNTY

R/W LINE

4" THICK CONCRETE SIDEWALK

6" THICK CONCRETE DRIVEWAY

LEGEND:

PEDESTAL - COMCAST

BT - AT&T FLORIDA

SEWER VALVE - UNKNOWN

ADJACENT TO SEWER VALVE

FORM 5' WIDE CONC. SIDEWALK SEWER VALVE - UNKNOWN

120/240V

46 47 48

WATER

SAN

SAN

WATER

EVERGREEN LANE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

WM - CLAY COUNTY UTILITY AUTHORITY

BTV - COMCAST

WM - CLAY COUNTY UTILITY AUTHORITY

FM - CLAY COUNTY UTILITY AUTHORITY

UTILITY AUTHORITY

FM - CLAY COUNTY

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

PULL BOX - AT&T FLORIDA

PULL BOX - COMCAST

PEDESTAL- COMCAST

BT - AT&T FLORIDA

SEWER MANHOLE - CLAY COUNTY UTILITY AUTHORITY

BT - AT&T FLORIDA

MATCH EXIST.

19.50' RT

+28.57

MATCH EXIST.

19.50' RT

+71.59

MATCH EXIST.

9.50' RT

+54.84

MATCH EXIST.

9.50' RT

+87.99

MATCH EXIST.

9.50' RT

+80.00

REMOVE TREE

TO TIE IN BEFORE MANHOLE

STEEPEN SIDEWALK FRONT SLOPE

MATCH EXIST.

19.50' RT

+36.49

19.50' RT

+38.79

14.50' RT

+49.57

MATCH EXIST.

19.50' RT

+06.06

MATCH EXIST.

19.50' RT

+13.84

MATCH EXIST.

19.50' RT

+54.86

MATCH EXIST.

9.50' RT

+69.47

MATCH EXIST.

9.50' RT

+28.27

MATCH EXIST.

9.50' RT

+36.25

MATCH EXIST.

9.50' RT

+06.54

MATCH EXIST.

9.50' RT

+14.43

MATCH EXIST.

19.50' RT

+80.00

MATCH EXIST.

19.50' RT

+87.89

MATCH EXIST.

19.50' RT

+62.11

TO TIE IN BEFORE SEWER MANHOLE

STEEPEN SIDEWALK FRONT SLOPE WATER METER - CLAY COUNTY UTILITY AUTHORITY

PULL BOX - AT&T FLORIDA

BE (14.4 kV) - CLAY ELECTRIC

4" THICK CONCRETE SIDEWALK

6" THICK CONCRETE DRIVEWAY

LEGEND:

R/W LINE

14.50' RT

+80.00

19.50' RT

+90.78

AUTHORITY

SEWER MANHOLE - CLAY COUNTY UTILITY

WATER METER - CLAY COUNTY UTILITY AUTHORITY

WATER METER - CLAY COUNTY UTILITY AUTHORITY

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

I:\Projects\4020400\4020400_2400\50_Deliverables & Submittals\44557115801\roadway\PLANRD07.dgnshoemak 12/12/2024 11:49:50 AM Default

445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

PLAN (07)

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

.4

.0

.0

.0

49 50 51

WATER WATER

EVERGREEN LANE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

BTV - COMCAST

WM - CLAY COUNTY UTILITY AUTHORITY

BTV - COMCAST

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

BT - AT&T FLORIDA

PULL BOX - AT&T FLORIDA

TO BE ADUSTED / BY OTHERS

PULL BOX - AT&T FLORIDA

BT - AT&T FLORIDA BT - AT&T FLORIDA

PULL BOX - COMCAST

ELECTRIC BOX - COMCAST

TO RIGHT OF WAY

REMOVE BUSHES

ROOTS DOWNWARD

SAWCUT TREE

MATCH EXIST.

9.54' RT

+69.87

MATCH EXIST.

9.50' RT

+92.84

MATCH EXIST.

19.50' RT

+69.62

MATCH EXIST.

4.42' LT

+51.57

MATCH EXIST.

4.44' LT

+25.00

UTILITY AUTHORITY

FM - CLAY COUNTY

MATCH EXIST.

9.50' RT

+07.98

MATCH EXIST.

9.50' RT

+15.92

MATCH EXIST.

19.50' RT

+07.98

MATCH EXIST.

19.50' RT

+15.76

MATCH EXIST.

10.00' RT

+30.00

10.00' RT

+63.53

MATCH EXIST.

10.00' RT

+46.57

19.50' RT

+80.00

TREE TO REMAIN

WATER METER - CLAY COUNTY UTILITY AUTHORITY

EXIST. 15" RCP

EXIST. 15" RCP

REMOVE TREE

MATCH EXIST.

10.00' RT

+47.26

MATCH EXIST.

4.42' RT

+69.38

MATCH EXIST.

10.00' RT

+62.98

MATCH EXIST.

19.50' RT

+93.01

19.50' RT

+03.44

10.00' RT

+19.91

MATCH EXIST.

3.78' RT

+53.01

0.80' RT

+53.72

0.58' RT

+64.38

4" THICK CONCRETE SIDEWALK

6" THICK CONCRETE DRIVEWAY

INLET PROTECTION

LEGEND:

UTILITY AUTHORITY

WM - CLAY COUNTY

CLAY ELECTRIC

BE (120/240 V) -

BE (14.4 kV) - CLAY ELECTRIC

R/W LINE

TO BE RELOCATED / BY OTHERS

PEDESTAL - COMCAST

14.4 KV

52 53 54

WATERWATERWATERWATERWATER

SAN

WATER

EVERGREEN LANE

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

BTV - COMCAST

FM - CLAY COUNTY UTILITY AUTHORITY

20.00' RT

+78.23

MATCH EXIST.

14.50' RT

+59.35

MATCH EXIST.

14.50' RT

+75.40

MATCH EXIST.

19.50' RT

+75.45

MATCH EXIST.

19.50' RT

+59.45

MATCH EXIST.

19.50' RT

+31.46

MATCH EXIST.

19.50' RT

+47.16

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

PULL BOX - COMCAST

PULL BOX - AT&T FLORIDA

BT - AT&T FLORIDA

TO TIE IN BEFORE MANHOLE

STEEPEN SIDEWALK FRONT SLOPE

BT - AT&T FLORIDA

CROSS SLOPE

MATCH EXIST.

PULL BOX - AT&T FLORIDA

MATCH EXIST.

9.50' RT

+82.98

MATCH EXIST.

9.50' RT

+91.24

REMOVE TREE AND BUSHES

CLEAR BUSHES

COUNTY UTILITY AUTHORITY

SEWER MANHOLE - CLAY

MATCH EXIST.

19.50' RT

+83.07

MATCH EXIST.

19.50' RT

+91.20

TO BE ADJUSTED / BY OTHERS

UTILITY AUTHORITY

WATER METER (4) - CLAY COUNTY

TO BE ADJUSTED / BY OTHERS

UTILITY AUTHORITY

WATER METER - CLAY COUNTY

TO BE ADJUSTED / BY OTHERS

UTILITY AUTHORITY

WATER METER - CLAY COUNTY

FM - CLAY COUNTY UTILITY AUTHORITY

4" THICK CONCRETE SIDEWALK

6" THICK CONCRETE DRIVEWAY

LEGEND:

BE (14.4 kV) - CLAY ELECTRIC

R/W LINE

MATCH EXIST.

9.50' RT

+31.50

MATCH EXIST.

9.50' RT

+47.24

14.4 KV

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

I:\Projects\4020400\4020400_2400\50_Deliverables & Submittals\44557115801\roadway\PLANRD08.dgnshoemak 12/12/2024 11:49:51 AM Default

445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

PLAN (08)

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

M A

T C

H L I N

E

S

T A

.0

.0

.0

.0

.3

54 55 56

SAN

EVERGREEN LANE

L I

R/W LINE

N

Feet

0 5

£ SURVEY EVERGREEN LN

CONC. SIDEWALK

CONST. 5' WIDE

CROSS SLOPE

MATCH EXIST.

TO REMAIN

EXIST. SIDEWALK

12" WHITE

24" WHITE

R/W LINE

BTV - COMCAST

BTV - COMCAST

BTV - COMCAST

FM - CLAY COUNTY UTILITY AUTHORITY

STRIPING

REMOVE EXIST.

19.49' RT

+56.28

£ SURVEY LISA DAWN DR

19.50' RT

+16.11

29.98' RT

STA. 119+81.33

30.00' LT

STA. 119+81.33

24.51' RT

STA. 120+11.80

TO BE ADJUSTED / BY OTHERS

SEWER MANHOLE - CLAY COUNTY UTILITY AUTHORITY

CONC. SIDEWALK

CONST. 5' WIDE

CONST. 5' WIDE CONC. SIDEWALK

A

STA. 54+25.57

END COJ STANDARD CURB TRANSITION TO COJ DROP CURB

+37 +48

BFOC - AT&T FLORIDA

A

STA. 120+31.31 £ SURVEY LISA DRAW DR.

STA. 54+38.21 £ SURVEY EVERGREEN LN. =

STATION EQUATION:

BFOC - AT&T FLORIDA

+47

STA. 54+27.95

BEGIN COJ DROP CURB TRANSITION TO COJ MIAMI CURB

STA. 54+28.06, MATCH EXIST.

END COJ DROP CURB TRANSITION TO COJ MIAMI CURB

WHITE (TYP.)

24" PREFROMED

COJ STANDARDS FOR STANDARD CURB INLET (PLATE D-202).

MATCH CURB AND GUTTER WIDTH PER FIELD CONDITIONS REFERENCING

FOR PROPOSED COJ CURB AND GUTTER IN TRANSITION TO DRAINAGE INLET, 2.

FULL STATIONS AND OFFSETS ARE FROM £ SURVEY LISA DAWN DR.

ON THIS SHEET, PARTIAL STATIONS AND OFFSETS ARE FROM £ SURVEY EVERGREEN LN.1.

NOTE:

E X I S

T

R C

P

18" RCP

EXIST.

4" THICK CONCRETE SIDEWALK

INLET PROTECTION

DETECTABLE WARNING

6" THICK CONCRETE SIDEWALK

LEGEND:

59.99' RT

+11.30

STA. 54+21.36, MATCH EXIST.

BEGIN COJ STANDARD CURB TRANSITION TO COJ DROP CURB

MATCH EXIST.

8.31' RT

+51.03

+49

29.51' RT

STA. 120+11.79

MATCH EXIST.

24.68' RT

+48.06

21.51' RT

+47.84

11.21' RT

+49.72 CR-E

MOD.

+28

+26

CR-E

MOD.

FIRE HYDRANT - CLAY COUNTY UTILITY AUTHORITY

WM - CLAY COUNTY UTILITY AUTHORITY

MATCH EXIST. CROSS SLOPE

CROSS SLOPE

MATCH EXIST.

SEE MODIFIED CURB RAMP DETAILS

BE (14.4 kV) - CLAY ELECTRIC

MATCH EXIST.

14.74' RT

+78.58

MATCH EXIST.

19.73' RT

+78.58

R/W LINE

PEDESTAL - COMCAST

PULLBOX- AT&T FLORIDA

STOP

L

IS

A D

A W

N D

R

STOP

700-1600

1 EA

700-1111

1 EA

STA. 54+54

R1-1 30" X 30"

JACKSONVILLE, FL 32256

5200 BELFORT ROAD, SUITE 400

STV INCORPORATED

P.E. LICENSE NO.: 84149

KEVIN M. SHOEMAKER, P.E.

I:\Projects\4020400\4020400_2400\50_Deliverables & Submittals\44557115801\roadway\PLANRD09.dgnshoemak 12/12/2024 11:49:51 AM Default

445571-1-58-01 CLAY -

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

F I

C I

C O

E E

T

E C

T R

O N

G I

T A

L

G N

A L

D

L E

G

A

C

PLAN (09)

T C

H L I N

E

S

T A

.0

MATCHLINE STA. 119+80 PLAN (11)

.0

.3

110 111

S A

N

LISA DAWN DR

R/W LINE

N

Feet

0 5

£ SURVEY LISA DAWN DR

£ SURVEY MARY BETH DR

BTV - COMCAST

WM - CLAY COUNTY UTILITY AUTHORITY

30.00' RT

+60.00

MATCH EXIST.

29.26'RT

+30.82

MATCH EXIST.

29.23'RT

+38.61

MATCH EXIST.

24.23'RT

+38.61

MATCH EXIST.

24.14'RT

+30.74

FM - CLAY COUNTY UTILITY AUTHORITY

M A

R Y

B

E

FM - CLAY COUNTY UTILITY AUTHORITY

FULL STATIONS AND OFFSETS ARE FROM £ SURVEY MARY BETH DR.

NOTE: ON THIS SHEET, PARTIAL STATIONS AND OFFSETS ARE FROM £ SURVEY LISA DAWN DR.

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

STA. 210+43.42 £ SURVEY MARY BETH DR.

STA. 110+00.00 £ SURVEY LISA DAWN DR. =

STATION EQUATION:

BFOC - AT&T FLORIDA

EXIST. FENCE

CROSS SLOPE

MATCH EXIST.

CROSS SLOPE

MATCH EXIST.

923.72' RT

+50.11

UTILITY AUTHORITY

SEWER MANHOLE - CLAY COUNTY

4" THICK CONCRETE SIDEWALK

6" THICK CONCRETE DRIVEWAY

LEGEND:

MATCH EXIST.

19.51' LT

STA. 210+93.68

MATCH EXIST.

29.50' LT

STA. 210+93.94

'R

26.11' RT

+58.25

BE (120/240 V) - CLAY ELECTRIC

UTILITY POLE - UNKNOWN

R/W LINE

PEDESTAL - COMCAST

S T

O P

LISA DAWN DR

M A

R Y B

E T

H D

R

CURVE DATA BL_LISADAWN_3

PI STA. = 112+98.02

T = 135.00

L = 268.34

R = 989.17

PC STA. = 111+63.02

PT STA. = 114+31.37

PC STA. 111+63.02

W A T E R

S A

N

W A T E R

W A T E R

LISA DAWN DR

R/W LINE

N

Feet

0 5

£ SURVEY LISA DAWN DR.

BTV - COMCAST

MATCH EXIST.

24.50'RT

+82.76

FM - CLAY COUNTY UTILITY AUTHORITY

MATCH EXIST.

24.09'RT

+64.54

MATCH EXIST.

24.02'RT

+46.06

MATCH EXIST.

24.07'RT

+63.54

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CONC. SIDEWALK

CONST. 5' WIDE

CURVE BL LISA DAWN 3

UTILITY AUTHORITY

SEWER MANHOLE - CLAY COUNTY

REMOVE BUSHES TO RIGHT OF WAY

ROOTS DOWNWARD

SAWCUT TREE

28.99' RT

+01.45

MATCH EXIST.

29.50'RT

+82.77

29.51' RT

+92.70

29.50' RT

+21.14

MATCH EXIST.

29.02'RT

+46.04

CROSS SLOPE

MATCH EXIST.

CROSS SLOPE

MATCH EXIST.

CROSS SLOPE

MATCH EXIST.

MATCH EXIST.

19.27'RT

+17.73

MATCH EXIST.

29.28'RT

+18.56

BFOC - AT&T FLORIDA

ELECTRIC BOX - CLAY ELECTRIC

MATCH EXIST.

29.09'RT

+64.61

MATCH EXIST.

29.08'RT

+63.61

ELECTRIC POLE - CLAY ELECTRIC

22.43' RT

+11.67

MATCH EXIST.

22.62' RT

+38.68

MATCH EXIST.

23.06' RT

+54.20

23.09' RT

+84.14

29.35' RT

+92.21

MATCH EXIST.

11.39' RT

+57.01

MATCH EXIST.

11.42' RT

+36.70

50'R 50'

R

TREE TO REMAIN

R/W LINE

BE (120/240…