40325 Drawings .pdf

PROJECT

LOCATION

DRAWING FILENAME:

SHEET:

DATE:

P.E. NUMBER:

CERTIFICATION:

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VICINITY MAP

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

NORTHERN COASTAL BASIN

INDIAN LAKE ROAD CONCRETE WORK

VOLUSIA COUNTY, FLORIDA

CAITLYN O. DRANE

85256

06/26/24 C1

COVER SHEET.dwg

A

F

CI

X

O

EM

ULF

O

G

POLK

OKEECHOBEE

INDIAN RIVER

OSCEOLA

BR

EV

AR

D

O

SC

EO

LA

VOLUSIA

SEMINOLE

ORANGE

LAKE N

BAKER

FL

AG

LE

RALACHUA

PUTNAM

MARION O

T

CI

E C

CLAY

BRADFORD

DUVAL

ST

. J

O H

N S

LT

A

A N

NASSAU

PROJECT

LOCATION

NAVD 1988

ALL ELEVATIONS DEPICTED HEREIN REFERENCE

NAVD 1988 UNLESS OTHERWISE NOTED.

NO. REVISION BY APPROVEDDATE DATE

ENGINEER'S NOTES:

1. THESE DRAWINGS ARE PREPARED FOR THE SOLE AND EXCLUSIVE USE OF

THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND SHALL NOT

BE RELIED UPON BY ANY OTHER ENTITY OR INDIVIDUAL.

2. REPRODUCTIONS OF THESE DRAWINGS ARE "NOT VALID WITHOUT THE

SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED

ENGINEER."

3. THIS DOCUMENT INCLUDES MATERIALS THAT ARE EXEMPT FROM

DISCLOSURE UNDER SECTION 119.071(3)(B), FLORIDA STATUTES, WHICH

APPLIES TO, AMONG OTHERS, BUILDING PLANS, BLUEPRINTS, SCHEMATIC

DRAWINGS, AND DIAGRAMS THAT DEPICT THE INTERNAL LAYOUT AND

STRUCTURAL ELEMENTS OF A BUILDING, WATER TREATMENT FACILITY, OR

OTHER STRUCTURE OWNED OR OPERATED BY THE DISTRICT. PURSUANT TO

SECTION 119.071(3)(B)4, PLEASE HELP THE DISTRICT MAINTAIN THE EXEMPT

STATUS OF THIS DOCUMENT BY NOT MAKING IT AVAILABLE TO THE PUBLIC.

NOT TO SCALE

LOCATION MAP

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

DRAWING INDEX

SHEET NUMBER SHEET TITLE

C1 COVER SHEET

C2 NOTES AND DETAILS

C3 NOT USED

C4 PLAN & PROFILE STA. 0+00 TO 4+60

C5 PLAN & PROFILE STA. 4+50 TO 7+45

PROJECT INFORMATION

1. NAME OF PROJECT: INDIAN LAKE ROAD MAINTENANCE AND REPAIRS

2. PROJECT DESCRIPTION: REPAIR AND MAINTENANCE OF INDIAN LAKE ROAD

DUE TO EROSION

3. SECTION/TOWNSHIP/RANGE: 25/15/31

4. PARCEL NUMBER: 512500000010

5. PROJECT ADDRESS: 850 INDIAN LAKE RD, DAYTONA BEACH, FL 32124

CONTACT INFORMATION

1. PROPERTY OWNER: ST JOHNS RIVER WATER MANAGEMENT DISTRICT

PO BOX 1429

PALATKA, FL 32178-1429

386-329-4500

2. ENGINEER: ST JOHNS RIVER WATER MANAGEMENT DISTRICT

PO BOX 1429

PALATKA, FL 32178-1429

386-329-4500

CONTACT: CAITLYN DRANE, PE

3. SURVEYOR: ST JOHNS RIVER WATER MANAGEMENT DISTRICT

PO BOX 1429

PALATKA, FL 32178-1429

386-329-4500

CONTACT: RICHARD GUILFOYLE, PSM

00 100005000

SCALE: 1" = 5000'

BID SET C.O.D. 06/26/24 C.O.D. 06/26/241

#4 @ 36"

TIE BAR

C ROAD

SLOPE VARIES

L

11'11'

3' CLEAR (TYP.)

T/CONC. EL. T/CONC. EL.

STABILIZED SUBGRADE SEE

SUBGRADE PREPARATION

NOTES.

#4 @ 36"

TRANSVERSE

REBAR

#4 @ 15" LONGITUDINAL REBAR

CONSTRUCTION JOINT

12" 12"

JOINT SEAL (SEE S2/4)

CONCRETE

SCALE: N.T.S.

PAVEMENT SECTION

22'

2.00%

SLOPE

VARIES

SLOPE

VARIES

12" SUB-GRADE COMPACTED

TO 98% DENSITY BASED ON

AASHTO T-180 MODIFIED

PROCTOR TEST WITH MINIMUM

LBR 40 (BY OTHERS)

MATCH

EXIST.

GRADE

PROPOSED

8" CONCRETE

(4,000 PSI)

EXIST.

GRADE

CONCRETE

SCALE: N.T.S.

ROADWAY SECTION

u:

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\0 pr od uc tio n dr aw in gs \In di an

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M &R

.d w g

DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

Indian Lake Road M&R.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

NORTHERN COASTAL BASIN

INDIAN LAKE ROAD CONCRETE WORK

VOLUSIA COUNTY, FLORIDA J.C.H. 06/26/24 A.P.W

N/A C.O.D. W.R.C.

NOTES AND DETAILS

CAITLYN O. DRANE

85256

C2

BID SET C.O.D. 06/26/24 C.O.D. 06/26/241

GENERAL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH THE NATURE AND EXTENT OF THE CONTRACT DOCUMENTS, SCOPE OF WORK, LOCAL CONDITIONS, ALL FEDERAL, STATE, AND LOCAL LAWS, RULES AND REGULATIONS THAT MAY AFFECT THE WORK. THE CONTRACTOR SHALL PROVIDE A GANTT CHART SCHEDULE FOR ALL THE PROPOSED WORK PRIOR TO THE

START OF CONSTRUCTION.

2. THE EXISTING CONDITIONS REPRESENTED IN THESE DRAWINGS ARE BELIEVED TO BE ACCURATE ACCORDING TO THE INFORMATION AVAILABLE TO THE DISTRICT. HOWEVER, IT IS THE SOLE RESPONSIBILITY OF THE BIDDER (CONTRACTOR) TO VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE DISTRICT PRIOR TO SUBMITTAL OF THE BID.

3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY THE CONTRACTOR OR SUB-CONTRACTORS, AS CALLED FOR IN THESE

CONTRACT DOCUMENTS.

4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, LEVEES, ROADS, UTILITIES, AND OTHER IMPROVEMENTS FROM DAMAGE WHETHER OR NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR PROTECTION METHODS, COORDINATION WITH OWNERS AND REPAIRS TO UTILITIES AND OTHER SITE IMPROVEMENTS DAMAGED DURING CONSTRUCTION. ADDITIONALLY, THE WORK WILL BE CONSIDERED COMPLETE ONLY AFTER ALL RUBBISH AND UNUSED MATERIAL DUE TO OR CONNECTED WITH THE WORK HAS BEEN REMOVED AND THE PREMISES LEFT IN A CONDITION SATISFACTORY TO THE

DISTRICT.

5. ALL PROPERTY DISTURBED OR DAMAGED DURING THE WORK SHALL BE RESTORED TO ITS FORMER CONDITION OR BETTER

CONDITION AT NO ADDITIONAL EXPENSE TO THE DISTRICT.

6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES AND THE ENGINEER. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION/REQUIREMENTS.

7. THE CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION OPERATIONS IN A MANNER WHICH DOES NOT CAUSE VIOLATIONS OF STATE WATER QUALITY STANDARDS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES (SILT FENCE, TURBIDITY BARRIER, ETC.) AS REQUIRED FOR COMPLIANCE WITH FEDERAL, STATE, AND LOCAL LAWS, RULES, AND

REGULATIONS.

8. CONTRACTORS BID AND SCHEDULE SHALL INCLUDE DOWNTIME AS A RESULT OF NORMAL SEASONAL RAINFALL CONDITIONS, AND

ONLY TIME EXTENSIONS WILL BE CONSIDERED AS A RESULT OF EXTREME WEATHER EVENTS.

9. THE CONTRACTOR SHALL NOTIFY THE DISTRICT PROJECT MANAGER A MINIMUM OF 48 HOURS PRIOR TO THE START OF

CONSTRUCTION.

10. CONSTRUCTION INSPECTION WILL BE PERFORMED BY THE DISTRICT. THE CONTRACTOR SHALL NOTIFY THE DISTRICT AT LEAST 48

HOURS PRIOR TO THE REQUIRED TIME OF INSPECTION FOR EACH AND EVERY PHASE OF WORK.

11. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DOCUMENTS INCLUDING DRAWINGS AND SPECIFICATIONS AT THE JOB SITE CLEARLY MARKED TO REFLECT ALL AS-BUILT CONDITIONS. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR

SHALL SUBMIT THESE ANNOTATED DRAWINGS AND SPECIFICATIONS TO THE DISTRICT.

12. TRAFFIC CONTROL / ROADWAY CLOSURE WILL BE COMPLETED BY OTHERS.

CONCRETE NOTES:

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, UNLESS OTHERWISE NOTED. PERTINENT FDOT MATERIAL

SPECIFICATION SECTIONS INCLUDE THE FOLLOWING:

SECTION 346 - PORTLAND CEMENT CONCRETE

SECTION 350 - CEMENT CONCRETE PAVEMENT

SECTION 415 - REINFORCING STEEL

SECTION 925 - CURING MATERIALS FOR CONCRETE

2. ALL CONCRETE SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI. PORTLAND CEMENT SHALL BE TYPE II IN ACCORDANCE WITH ASTM C-150. CONCRETE SHALL BE AIR ENTRAINED WITH TOTAL AIR AS PERCENT BY VOLUME OF CONCRETE EQUAL TO 4%. THE AIR ENTRAINING ADMIXTURE SHALL BE MICRO AIR, AS MANUFACTURED BY MASTER BUILDERS, OR EQUAL, CONFORMING TO ASTM C-260. THE AGGREGATES SHALL CONFORM TO ASTM C-33 AND SHALL HAVE A 3/4-INCH MAXIMUM SIZE.

3. REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A-615.

4. THE MINIMUM CLEAR CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 INCHES EXCEPT WHERE CAST AGAINST EARTH THE

MINIMUM CLEAR COVER SHALL BE 3.5 INCHES.

5. REINFORCEMENT SPLICES WHERE THE LENGTHS ARE NOT INDICATED SHALL BE AS FOLLOWS:

BAR SIZE SPLICE LENGTH (IN)

#4 24

6. THE CONTROL JOINTS SHALL BE EXTENDED AS IS CURRENTLY CONSTRUCTED.

7. TESTING:

TESTING LABORATORY: CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING LABORATORY TO FUNCTION AS ITS REPRESENTATIVE IN THE SAMPLING AND TESTING OF CONCRETE FURNISHED. THE LABORATORY'S INSPECTORS SHALL HAVE FREE ACCESS TO ALL POINTS

WHERE CONCRETE MATERIALS ARE STORED, PROPORTIONED, MIXED, OR PLACED.

TESTING FREQUENCY: FOR EACH 100 CY OF POURED CONCRETE THE LABORATORY SHALL TAKE A SAMPLE FROM A BATCH OF ITS SELECTION AS THE CONCRETE IS BEING PLACED. NO WATER SHALL BE ADDED, OR OTHER CHANGE MADE IN ANY BATCH AFTER IT HAS BEEN SAMPLED. IN ADDITION TO OTHER TESTS, THE LABORATORY WILL MAKE A SET OF THREE (3) STANDARD COMPRESSION CYLINDERS FROM EACH SAMPLE, ONE (1) OF WHICH WILL BE TESTED AT SEVEN (7) DAYS AND TWO (2) TESTS AT TWENTY-EIGHT (28)

DAYS. CONTRACTOR WILL BE FURNISHED WITH A REPORT OF EACH TEST MADE.

COMPRESSION STRENGTH OF A SAMPLE SHALL BE DETERMINED BY THE AVERAGE OF THE TWO (2) CYLINDERS TESTED AT TWENTY-EIGHT (28) DAYS. COMPLIANCE WITH THE STRENGTH REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE VERIFIED IF THE STRENGTH TEST RESULT DOES NOT FALL BELOW THE SPECIFIED STRENGTH BY MORE THAN FIVE HUNDRED (500) PSI. CONCRETE WHICH FAILS TO MEET STRENGTH REQUIREMENTS MAY BE FURTHER TESTED AS PROVIDED IN ACI 318 AT THE EXPENSE OF CONTRACTOR OR

SHALL BE REMOVED AS DETERMINED BY DISTRICT'S PROJECT MANAGER.

EROSION AND SEDIMENT CONTROL (BY OTHERS):

1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF NOT REUSABLE ON-SITE AND ASSURING PLAN

ALIGNMENT AND GRADE IN ALL WORK AT COMPLETION OF CONSTRUCTION.

2. ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE

PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS.

3. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES. THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER.

4. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY

DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

5. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY.

6. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED

SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND GRASSED.

7. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, SPECIFICATIONS, PERMITS, AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT CRITERIA.

8. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TO STATE OF FLORIDA EROSION AND

SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL (LATEST EDITION).

9. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, WATERED AND MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. GRASSING SHALL CONFORM TO THE REQUIREMENTS OF SECTIONS 570 AND 981 THRU 983 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITIONS). NOTE THAT OTHER

GRASSING ALTERNATIVES MAY BE USED WITH PRIOR DISTRICT APPROVAL.

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

Elevation

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+504+60

2.48% 0.16%

-3.67%

-3.76% -1.00% 0.00% -0.00% 0.00%

0+07.19

1+

2+

3+

4+

0+

1+

2+

3+

4+

12" SUB-GRADE COMPACTED

TO 98% DENSITY BASED ON

AASHTO T-180 MODIFIED

PROCTOR TEST WITH MINIMUM

LBR 40

(BY OTHERS)

CONTRACTOR TO REGRADE

PORTION OF EXIST. LIMEROCK

ROAD.

PROPOSED 8" LIMEROCK (MIN.)

LBR 40

(BY OTHERS)

MATCH EXIST.

GRADE AT

BRIDGE

PROPOSED

GRADE

CONTRACTOR TO REGRADE

PORTION OF EXIST. LIMEROCK

ROAD.

PROPOSED 8" LIMEROCK (MIN.)

LBR 40

(BY OTHERS)

CENTERLINE

PROPOSED

8" CONCRETE

(4,000 PSI)

32.16

31.75

31.89

31.92

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOW

18" OAK

24" OAK

24" TWIN OAK

EXIST.

WOODEN

BRIDGE

UGE

UGE

UGE

UGE UGE UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

WM

WM

WM

WM WM WM

WM

WM

WM

WM

WM

WM

WM

WM

UGT

UGT

UGT

UGT UGT UGT

UGT

UGT

UGT

UGT

UGT

UGT

UGT

UGT

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

35.75

22'

0+00

1+00 2+00 3+00

4+00

5+00

35.72

35.7035.04

34.9534.52

34.61 32.60

32.98

32.49

EXIST. 6-FT HIGH

CHAIN LINK FENCE

ACCESS BARRIER

WITH HAZARD

WARNING SIGNAGE

EXIST.

WOOD

RETAINING

WALL

35.79

35.77

35.79

33.81

33.91

34.00 32.25

32.03

31.81 31.56

31.78

32.00

32.00

31.78

31.56

32.00

31.78

31.56

32.00

31.78

31.56

32.00

31.78

31.56 31.56

31.78

32.0032.00

31.78

31.56

31.50

31.56 31.56

31.56 31.78

31.7831.78

32.00 32.00 32.00

31.50

16'18'20'

REGRADE PORTION OF EXIST.

LIMEROCK ROAD. ADD

LIMEROCK AS NEEDED. (BY

OTHERS)

MATCH EXIST. GRADE AT

EXIST. LIMEROCK ROAD

(BY OTHERS)

31.31 31.31

31.50 31.50

31.31

31.31

31.06 31.06

16'

22'

ALIGNMENT=CENTERLINE PROFILE

STATION=2+51.78

OFFSET=0.00

NORTHING=1756475.72

EASTING=606944.81

ALIGNMENT=CENTERLINE PROFILE

STATION=3+35.36

OFFSET=0.00

NORTHING=1756448.04

EASTING=607023.66

ALIGNMENT=CENTERLINE PROFILE

STATION=4+35.47

OFFSET=0.00

NORTHING=1756401.43

EASTING=607112.26

ALIGNMENT=CENTERLINE PROFILE

STATION=5+34.70

OFFSET=0.00

NORTHING=1756346.99

EASTING=607195.22

ALIGNMENT=CENTERLINE PROFILE

STATION=6+35.30

OFFSET=0.00

NORTHING=1756285.71

EASTING=607275.00

EXIST.

GUARD

RAIL

EXIST.

GUARD

RAIL

+/- 45-FT

UTILITY EASEMENT

APPROX. LOCATION

OF EXIST.

APPROX. LOCATION

OF RIGHT-OF-WAY

GRADE AND SOD 5-FT BAND ON

EACH SIDE OF THE CONCRETE

ROADWAY TO ENSURE

POSITIVE DRAINAGE ACROSS

THE ROADWAY BETWEEN STA.

2+51.78 AND STA. 6+01.75. (BY

OTHERS)

UTILITY POLE

(TYP.)

REGRADE EXIST. LIMEROCK

ROAD AND ADD LIMROCK AS

NEEDED. (BY OTHERS)

EXIST. 6-FT HIGH

CHAIN LINK FENCE

ACCESS BARRIER

WITH HAZARD

WARNING SIGNAGE

CONSTRUCT 8"

REINFORCED

CONCRETE ROADWAY

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

GRAPHIC SCALE

u:

\P ro je ct s\

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\0 pr od uc tio n dr aw in gs \In di an

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M &R

.d w g

DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

Indian Lake Road M&R.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

NORTHERN COASTAL BASIN

INDIAN LAKE ROAD CONCRETE WORK

VOLUSIA COUNTY, FLORIDA J.C.H. 06/26/24 A.P.W

1:20 C.O.D. W.R.C.

PLAN AND PROFILE STA. 0+00 TO 4+60

CAITLYN O. DRANE

85256

06/26/24 C4

BID SET C.O.D. 06/26/24 C.O.D. 06/26/241

SCALE: 1" = 20'

20 40

4+50 5+00 5+50 6+00 6+50 7+00 7+45

12" SUB-GRADE COMPACTED

TO 98% DENSITY BASED ON

AASHTO T-180 MODIFIED

PROCTOR TEST WITH MINIMUM

LBR 40

(BY OTHERS)

CONTRACTOR TO REGRADE

PORTION OF EXIST. LIMEROCK

ROAD.

PROPOSED 8" LIMEROCK (MIN.)

LBR 40

(BY OTHERS)

PROPOSED

8" CONCRETE

(4,000 PSI)

EXISTING GRADEPROPOSED

GRADE

MATCH EXIST. GRADE AT

EXIST. LIMEROCK ROAD

(BY OTHERS)

CENTERLINE

PROFILE

5+ 00 6+

7+

-0.00% 0.00% 1.00% 1.02% -0.64%

32.96

32.56 32.16

EOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

EOW

SILT FENCE

(TYP.) REFER

TO SHEET C2

FOR SILT FENCE

DETAIL

(BY OTHERS)

UGE

UGE UGE UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

WM WM WM

WM

WM

WM

WM

WM

WM

WM

UGT UGT UGT

UGT

UGT

UGT

UGT

UGT

UGT

UGT

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

UTILITY POLE

(TYP.)

+/- 45-FT

UTILITY EASEMENT

APPROX. LOCATION

OF EXIST. WATER

MAIN

APPROX. LOCATION

OF EXIST.

UNDERGROUND

ELECTRIC

APPROX. LOCATION

OF EXIST.

UNDERGROUND

TELEPHONE LINE

APPROX. LOCATION

OF RIGHT-OF-WAY

3+00

4+00 5+00

6+00

7+00

7+45

32.00

31.78

31.56

32.00

31.78

31.56

32.00

31.78

31.56

32.00

31.78

31.56 31.56

31.78

32.0032.00

31.78 31.56

31.50

31.56 31.56

31.56

31.78 31.78

31.78

32.00

32.00 32.00

31.50

32.00

32.50

32.28

32.06

31.56 31.86

32.41

32.62

32.83

32.02

32.20

32.38

REGRADE PORTION OF EXIST. LIMEROCK

ROAD. ADD LIMEROCK AS NECESSARY. (BY

OTHERS)

MATCH EXIST.

GRADE AT

EXIST. LIMEROCK

ROAD (BY OTHERS)

31.31

31.31

31.5031.50

31.3131.31

31.06 31.06

GRADE AND SOD 5-FT BAND ON

EACH SIDE OF THE CONCRETE

ROADWAY TO ENSURE

POSITIVE DRAINAGE ACROSS

THE ROADWAY BETWEEN STA.

2+51.78 AND STA. 6+01.75. (BY

OTHERS)

UTILITY POLE

NORTHING=1756475.72

EASTING=606944.81 ALIGNMENT=CENTERLINE PROFILE

STATION=3+35.36

OFFSET=0.00

NORTHING=1756448.04

EASTING=607023.66

ALIGNMENT=CENTERLINE PROFILE

STATION=4+35.47

OFFSET=0.00

NORTHING=1756401.43

EASTING=607112.26

ALIGNMENT=CENTERLINE PROFILE

STATION=5+34.70

OFFSET=0.00

NORTHING=1756346.99

EASTING=607195.22

ALIGNMENT=CENTERLINE PROFILE

STATION=6+01.75

OFFSET=0.00

NORTHING=1756306.16

EASTING=607248.41

ALIGNMENT=CENTERLINE PROFILE

STATION=6+35.30

OFFSET=0.00

NORTHING=1756285.71

EASTING=607275.00 ALIGNMENT=CENTERLINE PROFILE

STATION=7+01.77

OFFSET=0.00L

NORTHING=1756236.67

EASTING=607319.89

CONSTRUCT 8"

REINFORCED

CONCRETE ROADWAY

CONSTRUCT 8"

REINFORCED

CONCRETE ROADWAY

FOR BID PURPOSES ONLY

NOT FOR CONSTRUCTION

GRAPHIC SCALE

SCALE: 1" = 20'

20 40 u:

\P ro je ct s\

C

AD

D \N

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\0 pr od uc tio n dr aw in gs \In di an

L ak e R oa d

M &R

.d w g

DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:REVISIONNO. BY DATE APPROVED DATE DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

Indian Lake Road M&R.dwg

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

P.O. BOX 1429 PALATKA, FLORIDA

NORTHERN COASTAL BASIN

INDIAN LAKE ROAD CONCRETE WORK

VOLUSIA COUNTY, FLORIDA J.C.H. 06/14/24 A.P.W

1:20 C.O.D. W.R.C.

PLAN & PROFILE STA. 4+50 TO 7+45

CAITLYN O. DRANE

85256

06/14/24 C5

BID SET C.O.D. 06/14/24 C.O.D. 06/14/241