sur1 topographic survey - d.n. higgins, inc.dnhiggins.com/docs/mcdonald bid plans.pdf · sur1...

ROACH ROAD

MCDONALD/FUDGE ROAD

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INTERCEPTOR/CHASE ROAD

LAKE APOPKA

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Project

Location

CR

448A

ST. JOHNS RIVER WATER MANAGEMENT DISTRICTAPOPKA NORTH SHORE RESTORATION AREA

MCDONALD CANAL RECREATION AREALAKE COUNTY, FLORIDA

Not to ScaleLOCATION MAP

Project

VICINITY MAPENGINEER'S NOTES:

the St. Johns River Water Management District and shall not

be relied upon by any other entity or individual.

1. These drawings are prepared for the sole and exclusive use of

DRAWING FILENAME:

SHEET:

DATE:

P.E. NUMBER:

CERTIFICATION:

FOR REVIEW ONLYNOT FOR CONSTRUCTION

AMY POGUE WRIGHT

54851

08/20/2014

C1 - COVER

C1

Sheet List Table

Sheet Number Sheet Title

C1 COVER

C2 GENERAL NOTES AND SPECIFICATIONS

C3

SPECIFICATIONS (CONT.)

C4 SITE PLAN

C5PAVING, GRADING AND DRAINAGE PLAN

C6 DETAILS

C7 ROADWAY PROFILES

C8 EROSION AND SEDIMENTATION CONTROL PLAN

SUR1

TOPOGRAPHIC SURVEY

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.

2. THE EXISTING CONDITIONS REPRESENTED IN THESE DRAWINGS AND THE PROJECT TOPOGRAPHIC SURVEY 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. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LAKE COUNTY TRANSPORTATION PLANNING, DESIGN

AND CONSTRUCTION STANDARDS (MOST RECENT EDITION) AND THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY THE FLORIDA DEPARTMENT OF

TRANSPORTATION AND THE PLANS AND CONSTRUCTION SPECIFICATIONS. WHERE CONFLICTS OR OMISSIONS EXIST, THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS

SHALL DICTATE. SUBSTITUTIONS AND DEVIATIONS FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE SJRWMD

ENGINEER.

4. PERMITS: THE CONTRACTOR SHALL COMPLY WITH THE CONDITIONS CONTAINED IN ALL PERMITS WHICH HAVE BEEN OBTAINED FOR THE PROJECT.

a. DISTRICT OBTAINED PERMITS INCLUDE:

(1) FDEP "10 / 2 GENERAL PERMIT" FOR STORMWATER

(2) FDEP PERMIT FOR CONSTRUCTION OF POTABLE WATER SYSTEM COMPONENTS

b. THE CONTRACTOR SHALL OBTAIN ANY AND ALL REMAINING PERMITS AS REQUIRED FOR THE CONSTRUCTION OF THE PROJECT PRIOR TO BEGINNING CONSTRUCTION INLCUDING,

BUT NOT LIMITED TO:

(1) SUBMITTAL OF THE NOTICE OF INTENT (NOI) TO USE THE US EPA NPDES CONSTRUCTION GENERAL PERMIT.

(2) LAKE COUNTY BUILDING CONSTRUCTION PERMIT FOR RESTROOM FACILITY.

(3) LAKE COUNTY HEALTH DEPARTMENT PERMIT FOR RESTROOM FACILITY.

5. 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. ALL PROPERTY DISTURBED OR DAMAGED DURING

PROSECUTION OF THE WORK SHALL BE RESTORED TO ITS FORMER CONDITION OR BETTER CONDITION AT NO ADDITIONAL EXPENSE TO THE DISTRICT. FINAL PAYMENT WILL BE

WITHHELD UNTIL SUCH CLEANUP IS COMPLETED.

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

7. CONSTRUCTION INSPECTION WILL BE PERFORMED BY THE DISTRICT AND REPRESENTATIVES OF LAKE COUNTY. THE CONTRACTOR SHALL NOTIFY THE DISTRICT AND THE LAKE

COUNTY PARKS DEPARTMENT AT LEAST 48 HOURS PRIOR TO THE REQUIRED TIME OF INSPECTION FOR EACH AND EVERY PHASE OF WORK.

8. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DOCUMENTS INCLUDING DRAWINGS, PERMITS, 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.

DEVELOPMENT NOTES:

1. GENERAL VICINITY MAP IS PROVIDED ON SHEET C1 (COVER). PROJECT IS LOCATED IN SECTION 35, TOWNSHIP 20S, RANGE 26E.

SITE ADDRESS: 24600 CR 448A

MOUNT DORA, FL 32757

2. PROJECT OWNER: ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

4049 REID STREET

PALATKA, FL 32177

3. ENGINEER OF RECORD: AMY POGUE WRIGHT, PE (FL PE # 54851)

ST. JOHNS RIVER WATER MANAGEMENT DISTRICT

4. PROJECT AREA: 6.52 ACRES.

5. BUILDING PERMITS ARE REQUIRED BY LAKE COUNTY FOR THE FOLLOWING ITEMS:

a. UNDERGROUND FIRE MAINS (WHEN USED - NOT APPLICABLE FOR THIS PROJECT)

b. PRIVATE FIRE HYDRANTS (WHEN USED - NOT APPLICABLE FOR THIS PROJECT)

c. ABOVEGROUND FIRE PROTECTION WATER SUPPLY TANKS (WHEN USED - NOT APPLICABLE FOR THIS PROJECT)

d. FUEL STORAGE TANKS (WHEN USED - NOT APPLICABLE FOR THIS PROJECT)

e. STRUCTURES ERECTED ON THE SITE - REQUIRED FOR THIS PROJECT.

6. BUILDING CONSTRUCTION INFORMATION: PROPOSED RESTROOM FACILITY WILL BE A PRE-CAST CONCRETE BUILDING APPROXIMATELY 200 SF IN SIZE DESIGNED AND PERMITTED BY

OTHERS. BUILDING CONSTRUCTION TYPE I. CONTRACTOR TO INSTALL BUILDING PER MANUFACTURER'S SPECIFICATIONS.

7. USDA SOIL CONSERVATION SOIL TYPE FOR THE PROJECT AREA IS (26) MANATEE FINE SAND, DEPRESSIONAL, WHICH HAS A HYDROLOGIC SOIL GROUP OF B/D.

8. FLUCS VEGETATIVE COVER: ACCORDING TO THE SJRWMD, THE FLUCCS DESIGNATIONS FOR THE SITE ARE 1840 MARINA ND FISH CAMPS FOR THE DEVELOPED PORTIONS OF THE SITE

AND 3300 MIXED UPLAND UNFORESTED FOR THE UNDEVELOPED PORTIONS OF THE SITE

9. FLOOD PLAIN: THE PROJECT AREA LIES WITHIN A MANAGED WETLAND. IT IS MANAGED WITH TWO 55 CFS PUMPS THAT REMOVE WATER WHEN AND IF ELEVATIONS GET HIGH. THE

ABSOLUTE MAXIMUM THE WATER IS ALLOWED TO REACH IN THIS AREA IS 63.0 NAVD. ABOVE THIS ELEVATION, ROADS WOULD OVERTOP AND INFRASTRUCTURE COULD BE DAMAGED.

NO ACTIVITIES ARE PROPOSED TO OCCUR IN AREAS BELOW ELEVATION 64.0 NAVD, THEREFORE THERE WILL BE NO FILL BELOW THE MAXIMUM FLOOD ELEVATION FOR THE AREA.

10. DESIGNATED SPECIES: A REVIEW OF THE SITE BY MARIA ZONDERVAN, WILDLIFE BIOLOGIST SJRWMD, DID NOT REVEAL ANY USE OF THE SITE BY THREATENED OR ENDANGERED

SPECIES.

11. ZONING: THE PROJECT SITE LIES IS ZONED "A" - AGRICULTURE DISTRICT, ACCORDING TO THE LAKE COUNTY PLANNING AND ZONING DEPARTMENT.

12. PARKING PLAN: THE PROJECT PARKING PLAN IS DEPICTED ON SHEET C4 - SITE PLAN. THERE ARE 42 TOTAL PARKING SPACES PROPOSED, WHICH INCLUDES 4 DESIGNATED HANDICAP

SPACES. THERE IS ALSO SPACE PROVIDED FOR 20 FUTURE TRAILER PARKING SPACES.

14. A PROPOSED STORMWATER MANAGEMENT FACILITY (LINKED DRY RETENTION BASINS) ARE PROPOSED TO MEET STORMWATER QUALITY REQUIREMENTS. THE PROJECT IS NOT

REQUIRED TO MEET SJRWMD STORMWATER QUANTITY (PRE/POST) REQUIREMENTS.

15. PUBLIC ACCESS: THE SITE IS ACCESSIBLE TO THE PUBLIC FROM CR 448A AT THE EAST END OF THE SITE.

16. ACCESS TO URBAN SERVICES AREAS AND UTILITIES: CR 448A PROVIDES THE CLOSEST ACCESS TO URBAN SERVICES AREAS AND UTILITIES.

17. THIS PROJECT COMPLIES WITH THE FLORIDA FIRE PREVENTION CODE IN REGARD TO FIRE DEPARTMENT ACCESS:

a. THE MAIN ROADWAY AND DRIVEWAYS ARE DESIGNED USING THE PAVEMENT CONSTRUCTION REQUIREMENTS IN THE LAKE COUNTY TRANSPORTATION DESIGN AND CONSTRUCTION

STANDARDS FOR ROADWAYS

b. MAIN ROADWAY IS 24-FEET WIDE, DRIVEWAYS ARE 20-FEET WIDE.

c. THERE ARE NO PROPOSED VERTICAL IMPEDIMENTS TO HINDER VEHICULAR CLEARANCE. .

18. ACCESSIBILITY: ALL SIDEWALKS, DRIVEWAYS AND ROADWAYS ARE ADA COMPLIANT AND PROVIDE ACCESSIBLE PATHS OF TRAVEL TO CR 448A, WHICH IS THE CLOSEST PUBLIC WAY.

19. NO FUEL STORAGE TANKS ARE PROPOSED TO BE LOCATED ON THE SITE.

PROJECT SPECIFICATIONS

MOBILIZATION

1. TASKS RELATED TO MOBILIZATION SHALL ADHERE TO THE REQUIREMENTS OF SECTION 101 (MOBILIZATION) OF THE FDOT STANDARD SPECIFICAITONS FOR

ROAD AND BRIDGE CONSTRUCTION (2014).

MAINTENANCE OF TRAFFIC

1. PROVIDE ALL SAFETY AND TRAFFIC CONTROL NECESSARY FOR ACCESS TO THE SITE AND WORK WITHIN THE PROJECT LIMITS.

2. THE BRIDGE AND DRIVE TO THE EAST OF THE PROPOSED SITE IMPROVEMENT SHALL REMAIN OPEN FOR USE BY THE PUBLIC.

3. THE EXISTING BOAT RAMP AND PARK FACILITY IS CURRENTLY USED FOR SHAD FISHING ACTIVITIES FROM OCTOBER THROUGH JANUARY EACH FALL/WINTER.

DEPENDING UPON WHEN THE CONSTRUCTION IS AUTHORIZED TO BEGIN, SHAD FISHING ACTIVITIES MAY BE ON-GOING DURING PARK FACILITIES

CONSTRUCTION. ACCESS MUST BE MAINTAINED FOR SHAD FISHING OPERATIONS. TYPICAL SHAD HARVEST OPERATIONS INCLUDE THE FOLLOWING:

a. MORNING LAUNCHES OF 10-15 BOATS, TYPICALLY BEFORE 8 AM.

b. AFTERNOON TRAILERING OF 10-15 BOATS, TYPICALLY AFTER 4 PM.

c. PARKING FOR TRUCKS AND BOAT TRAILERS DURING THE DAY.

d. ARRIVAL AND DEPARTURE OF ONE (1) 18-WHEEL SEMI-TRUCK APPROXIMATELY MID-DAY TO AND FROM THE SHAD HARVEST FACILITY IMMEDIATELY WES OF

THE PROJECT SITE.

4. IF THE CONTRACTOR MUST CLOSE ACCESS OR THE RAMP, THEY SHALL NOTIFY THE OWNER A MINIMUM OF TWO (2) WEEKS PRIOR TO THE CLOSURE, AND THE

LENGTH OF THE NECESSARY CLOSURE. CLOSURES SHALL BE LIMITED TO NO MORE THAN TWO CONSECUTIVE DAYS.

EROSION AND SEDIMENTATION CONTROL

1. THE CONTRACTOR SHALL CARRY OUT 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, HAY BALES, TURBIDITY

BARRIER, ETC.) AS REQUIRED FOR COMPLIANCE WITH FEDERAL, STATE, AND LOCAL LAWS, RULES, AND REGULATIONS.

2. SHEET C7 PROVIDES THE EROSION CONTROL PLAN AND NOTES FOR THE PROJECT SITE. LOCATION OF SILT FENCE IS DEPICTED ON SHEET C4 PAVING,

GRADING AND DRAINAGE PLAN. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING THE STORMWATER POLLUTION PREVENTION PLAN WHICH WILL BE

REQUIRED AS PART OF THE US EPA NPDES CONSTRUCTION GENERAL PERMIT.

3. ALL ERODIBLE GROUND AREAS AND SLOPES DISTURBED DURING CONSTRUCTION SHALL BE REVEGETATED WITH SOD, MULCH, SEED, WETLAND SPECIES,

DISTRICT APPROVED ALTERNATE METHODS OR OTHERWISE APPROPRIATELY STABILIZED WITHIN 72 HOURS AFTER COMPLETION OF THE CONSTRUCTION

ACTIVITY AND AT ANY OTHER TIME AS NECESSARY TO PREVENT VIOLATIONS OF STATE WATER QUALITY STANDARDS.

4. EROSION CONTROL SHALL FURTHER COMPLY WITH THE REQUIREMENTS OF SECTION 104 (PREVENTION, CONTROL, AND ABATEMENT OF EROSION AND WATER

POLLUTION) OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014).

TREE PROTECTION

1. TREES TO REMAIN SHALL BE PROTECTED PRIOR TO STARTING CONSTRUCTION AND SHALL BE PROTECTED THROUGHOUT SITE CONSTRUCTION. OTHER

TREES NOT DESIGNATED FOR PROTECTION MAY BE REMOVED IF NECESSARY, BUT CONTRACTOR SHOULD TRY TO SAVE EXISTING TREES WHENEVER

POSSIBLE.

2. NO GRADE CHANGES SHALL BE PERFORMED WITHIN THE LIMITS OF THE TREE PROTECTION FENCING UNLESS SPECIFIED ON THE PLANS.

3. STORAGE OF DIRT OR MATERIALS SHALL NOT B E PERMITTED WITHIN THE TREE BARRICADES OR BEYOND THE CONSTRUCTION LIMITS.

4. ANY ROOTS GREATER THAN 1" IN DIAMETER THAT ARE DAMAGED OR EXPOSED SHALL BE CLEANLY CUT, PAINTED, AND COVERED OVER WITH SOIL.

5. ALL TREES SHALL BE BRACED AS NECESSARY TO ENSURE STABILITY DURING DEMOLITION AND CONSTRUCTION WORK.

6. TREE BARRICADES SHALL ENCLOSE AN AREA EQUAL TO AT LEAST

2

3

OF THE DRIP LINE WHERE POSSIBLE.

CLEARING AND GRUBBING

1. ALL AREAS OF NEW CONSTRUCTION SHALL BE CLEARNED AND GRUBBED. IF SUITABLE TOP SOIL REMAINS ONSITE, IT MAY BE STOCKPILED FOR FINE

GRADING IN LANDSCAPED / SEEDED AREAS. THE CONTRACTOR SHALL FURNISH ALL FILL REQUIRED AND DISPOSE OF ALL EXCESS OR UNSUITABLE

MATERIAL OFFSITE IN ACCORDANCE WITH ALL REGULATORY REQUIREMENTS UNLESS DIRECTED OTHERWISE BY THE OWNER/ENGINEER/OWNER'S ONSITE

INSPECTOR.

2. CONTRACTOR IS RESPONSIBLE FOR ALL SITE DEMOLITION AND MATERIAL REMOVAL CONTRACTOR SHALL REMOVE ALL MISCELLANEOUS VEGETATION, TRASH,

AND DEBRIS WITHIN THE CONSTRUCTION LIMITS IN ORDER TO PROVIDE A CLEAN CONSTRUCTION SITE, PREPARED FOR NEW CONSTRUCTION.

3. CLEARING AND GRUBBING SHALL COMPLY WITH THE REQUIREMENTS OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

(2014).

EARTHWORK (EXCAVATION AND EMBANKMENT)

1. CONSTRUCT EMBANKMENTS IN ACCORDANCE WITH FDOT DESIGN STANDARDS, INDEX 505.

2. EXCAVATION AND EMBANKMENT SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 120 (EXCAVATION AND EMBANKMENT) OF THE FDOT STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014).

3. ADDITIONAL GRADING NOTES ARE INCLUDED ON SHEET C5 - PAVING, GRADING AND DRAINAGE PLAN.

SPECIFICATIONS CONTINUE ON SHEET C3

NOT FOR CONSTRUCTIONFOR BID PURPOSES ONLYNOT FOR CONSTRUCTIONFOR BID PURPOSES ONLY

ST. JOHNS RIVER

WATER MANAGEMENT DISTRICT

DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:

P.O. BOX 1429 PALATKA, FLORIDA

REVISIONNO. BY DATE APPROVED DATE

DATE:

P.E. NUMBER:

CERTIFICATION: FILE NAME:

SHEET:

PROJECT NO.:

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APOPKA NORTH SHORE RESTORATION AREA

MCDONALD CANAL RECREATION AREA

LAKE COUNTY, FLORIDA

APW 08/20/2014

APW

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RECREATION AREA IMPROVEMENTS

GENERAL NOTES AND SPECIFICATIONS

AMY POGUE WRIGHT

54851

08/20/2014

MCDONALD CANAL REC AREA.DWG

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11011

DRAFT

PROJECT SPECIFICATIONS (CONTINUED FROM SHEET C2)

DRAINAGE IMPROVEMENTS

1. EXCAVATION FOR STRUCTURES AND PIPE SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 125 (EXCAVATION FOR STRUCTURES AND PIPE) OF THE

FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014).

2. PIPE COVER SHALL COMPLY WITH THE COVER HEIGHT TABLES FROM FDOT STANDARD INDEX 205 FROM TEH 2013 E-BOOK, ALSO LOCATED IN APPENDIX E OF

THE JULY 2013 FDOT DRAINAGE MANUAL.

3. PIPE BACK FILL SHALL COMPLY WITH FDOT STANDARD INDEX 205 FROM THE FDOT 2014 DESIGN STANDARDS.

4. STORM PIPE AND FITTINGS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS 942-948 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION (2014).

5. MITERED END SECTIONS (MES) SHALL COMPLY WITH THE REQUIREMENTS OF STANDARD INDEX 272 AND 273 FROM THE FDOT 2014 DESIGN STANDARDS.

6. ADDITIONAL DRAINAGE NOTES ARE INCLUDED ON SHEET C5 - PAVING, GRADING AND DRAINAGE PLAN.

UTILITY IMPROVEMENTS (POTABLE WATER / UTILITY RELOCATION)

1. ALL CONSTRUCTION MATERIALS AND METHODS FOR THE POTABLE WATER SYSTEM SHALL CONFORM TO THE LATEST EDITION OF FDEP RULE 62-555 F.A.C.;

AMERICAN WATER WORKS ASSOCIATION (AWWA) MOST RECENT POSTABLE WATER DESIGN STANDARDS; AND ALL APPLICABLE FEDERAL, STATE AND LOCAL

REQUIREMENTS.

2. ADDITIONAL UTILITY NOTES ARE INCLUDED ON SHEET C4-SITE PLAN.

ASPHALT PAVEMENT

1. PLANT AND EQUIPMENT SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 320 (HOT MIX ASPHALTS - PLANT, METHODS, AND EQUIPMENT) OF THE FDOT

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014).

2. GENERAL CONSTRUCTION REQUIREMENTS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 330 (HOT MIX ASPHALTS -GENERAL CONSTRUCTION

REQUIREMENTS) OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014).

3. ASPHALT MIX SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 333 (TYPE III ASPHALTIC CONCRETE) OF THE FDOT STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION (2000 EDITION).

4. ROADWAY SECTION IS PRESENTED ON SHEET C6- DETAILS.

ROADWAY BASE

1. ROADWAY BASE COURSE SHALL BE COMPOSED OF RECYCLED CONCRETE AGGREGATE (RCA), ALSO KNOWN AS "CRUSHCRETE" AND SHALL COMPLY WITH THE

REQUIREMENTS OF SECTION 204 (GRADED AGGREGATE BASE) OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014).


STABILIZED SUBGRADE

1. STABILIZED ROADWAY, DRIVEWAY AND SHOULDER SUBGRADE SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 160 (STABILIZING) OF THE FDOT

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014).


LIMEROCK DRIVEWAY

1. LIMEROCK DRIVEWAY SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 200 (ROCK BASE) AND SECTION 911 (LIMEROCK MATERIAL FOR BASE AND

STABILIZED BASE) OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014).

2. LIMEROCK DRIVEWAY SECTION IS PRESENTED ON SHEET C6- DETAILS.

SIDEWALK

1. CONCRETE SIDEWALK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 522 (CONCRETE SIDEWALK AND DRIVEWAYS) OF THE FDOT STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014).

2. CONCRETE SIDEWALK DETAIL IS PRESENTED ON SHEET C6- DETAILS.

PAVEMENT MARKING

1. ALL PAVEMENT MARKING ON THE PROJECT SHALL BE PAINT AND SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 710 (PAINTED PAVEMENT MARKINGS)

AND SECTION 971 (TRAFFIC MARKING MATERIALS) OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2014).

2. ADDITIONALLY, PAVING MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND STANDARD HIGHWAY SIGNS,

LATEST EDITIONS.

3. PAVEMENT STRIPING SHALL BE EITHER 4-INCHES OR 6-INCHES IN WIDTH.

4. DESIGN DETAILS FOR STRIPING OF HANDICAP SPACES IS PRESENTED ON SHEET C6-DETAILS.

SIGNS

1. ALL SIGNING ON THE PROJECT SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 700 (HIGHWAY SIGNING) OF THE FDOT STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION (2014).

2. ADDITIONALLY, SIGNS SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND STANDARD HIGHWAY SIGNS, LATEST

EDITIONS.

3. DESIGN DETAILS FOR SIGNS TO BE USED ON THE PROJECT ARE PRESENTED ON SHEET C6-DETAILS.

PRECAST RESTROOM FACILITY

1. CONTRACTOR TO FURNISH PRECAST CONCRETE TRANSPORTABLE BUILDING, TO BE DELIVERED AND PLACED ON PREPARED STONE OR CONCRETE SLAB

FOUNDATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PRECAST BUILDING TO BE EASI-SET BRAND OR APPROVED EQUAL.

2. ENGINEERING CALCULATIONS THAT ARE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER, LICENSED TO PRACTICE IN THE STATE OF FLORIDA, SHALL

BE SUBMITTED FOR APPROVAL.

3. SITE PREPARATION: CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR SITE PREPARATION.

4. CONTRACTOR IS RESPONSIBLE FOR PERMITTING PRECAST RESTROOM FACILITY WITH THE LAKE COUNTY DEPARTMENT OF HEALTH AND SHALL COORDINATE

WITH THE DEPARTMENT FOR INSPECTION OF THE FACILITY DURING CONSTRUCTION.

GUARDRAIL RELOCATION

1. GUARDRAIL RELOCATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 538 (RESETTING GUARDRAIL) OF THE FDOT STANDARD SPECIFICATIONS FOR

ROAD AND BRIDGE CONSTRUCTION (2014) EXCEPT WHEN EXCEPTIONS ARE EXPRESSLY AUTHORIZED BY THE OWNER'S REPRESENTATIVE.

FENCE AND GATE RELOCATION

1. FENCE AND GATE RELOCATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 550 (FENCING) OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD

AND BRIDGE CONSTRUCTION (2014).

SEEDING AND MULCHING

1. SEED SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 981 (TURF MATERIALS) OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION (2014).

2. SEED SHALL ALSO MEET THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES AND ALL STATE LAWS.

SITE CLEANUP AND DEMOBILIZATION

1. 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.

2. ALL PROPERTY DISTURBED OR DAMAGED DURING PROSECUTION OF THE WORK SHALL BE RESTORED TO ITS FORMER CONDITION OR BETTER AT NO

ADDITIONAL EXPENSE TO THE DISTRICT. FINAL PAYMENT WILL BE WITHHELD UNTIL SUCH CLEANUP IS COMPLETED AND APPROVED BY THE DISTRICT.


ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

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SPECIFICATIONS (CONT.)

AMY POGUE WRIGHT

54851

08/20/2014


C3

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DRAFT

EXISTING SWALE

10+

00

1

1

+

0

0

12+0013+0014+0015+0015+21

30+

00

3

1

+

0

0

32+00 32+73

BP: 30+00.00

EP: 32+73.05

PC: 30+66.61

PT: 31+60.86

CONCRETE

CATCH BASIN

SPIGGOT

UTILITY POLE

UTILITY POLE

CONCRETE CATCH BASIN

GUY ANCHOR

UTILITY

POLE

UTILITY POLE

UTILITY POLE

UTILITY POLE

WELL ON 6'x6'

CONCRETE SLAB

12" PVC

N INV: 62.61'

S END IS CRUSHED

AMERICAN WIRE FENCE

EDGE OF WATER

UTILITY POLE

BM: 00-12-045-0

N: 1589340.25'

E: 438967.04'

EL: 65.00'

BM: SJRWMD 01-12-094-0

N: 1589493.83'

E: 439505.05'

EL: 64.91'

TELEPHONE RISER

UTILITY POLE

FENCE

BAILEY BRIDGE

FLOATING DOCK

GUY ANCHOR

SET BM:13-12-617-0

N: 1589569.15'

E: 438911.75'

EL: 70.20'

30" R1-1 "STOP"

30" R5-1 "DO NOT ENTER"

30" R1-1 "STOP"


30" R1-1 "STOP"


24"X30" R5-11

"AUTHORIZED VEHICLES ONLY"

24"X30" R3-1

"NO RIGHT TURN"

24"X30" R3-1

"NO RIGHT TURN"



24" WHITE

24" WHITE

24" WHITE

12"X18" FTO-25

"HANDICAP"

(TYP.)

WL

20 FUTURE TRAILER

PARKING SPACES

5' CONCRETE

SIDEWALK

MAX SLOPE 1:20

(TYP)

(TYP)

20'

(TYP)

(TYP)

(TYP)

24'

24'

5'

12' 5' 12'10'

(TYP)

(TYP)

126'

S-448-A

(C

OU

NT

Y R

OA

D)

F.D

.O

.T

. R

/W

M

AP

SE

CT

IO

N N

o. 1168-150

R35'

R5'

R5'

R5'

R50'

R50'

R80'

R50'

R50'

R50'

R50'

R50'

R40'

R50'

R70'

R50'

R3'

R3'

10'

12'

5'

N90° 00' 00.00"E

112.19'

L

=

9

4

.

2

4

8

Δ

=

9

0

.

0

0

0

0

R

=

6

0

.

0

0

0

N0° 00' 00.00"E

47.96'

N90° 00' 00.00"W

378.50'

L

=

9

4

.

2

4

8

Δ

=

9

0

.

0

0

0

0

R

=

6

0

.

0

0

0

N89° 57' 05.80"E

414.41'

N0° 00' 00.00"E

45.05'

N

7

5

°

4

0

' 0

0

.5

6

"

E

2

6

0

.4

7

'

L=26.231

Δ=15.0290

R=100.000

L

=

1

3

2

.

0

6

4

Δ

=

7

5

.

6

6

6

8

R

=

1

0

0

.

0

0

0

N0° 00' 00.00"E

42.87'

N47° 05' 58.30"W

41.63'

L=82.204

Δ=47.0995

R=100.000

R50'

W

L

WL WL WL

2" PVC WM

2" DI 45° BEND

CONNECT TO EXIST. WM

2" PVC WM

2" PVC WM

2" PVC TEE

2" PVC WM

2" PVC CAP

R110'

5'

20+

00

2

1

+

0

0

2

1

+

6

7

RELOCATE EXIST. GUARDRAIL

OUTSIDE PROPOSED ROADWAY LIMITS

RELOCATE EXIST. GUARDRAIL

OUTSIDE PROPOSED ROADWAY LIMITS

36"X36" W5-3 "ONE LANE BRIDGE"

12"X24" W16-9P "AHEAD"

24"X30" R2-1 "SPEED LIMIT 15 MPH"


32.8'

40'

2" PVC TEE

2" PVC WM

2" PVC CAP

DR

IV

EW

AY

3

BP: 100+00.00

EP: 115+40.26

PI: 101+52.65

PI: 103+68.05

PI: 107+82.46

PC: 100+85.51

PC: 109+30.52

PC: 113+63.14

PT: 101+11.74

PT: 111+02.67

PT: 114+95.20

Mid: 100+98.62

Mid: 110+16.59

Mid: 114+29.17

N0° 00' 00.00"E

66.61'

N

7

5

°

4

0

' 0

0

.5

6

"

E

2

6

0

.4

7

'

N

7

5

°

4

0

' 0

0

.5

6

"

E

2

6

0

.4

7

'

S

7

4

°

5

8

' 1

5

.7

1

"

E

8

5

.5

1

'

N90° 00' 00.00"E

40.91'

N90° 00' 00.00"E

215.40'

N87° 59

' 43.9

9"E

148.06'

N

7

5

°

4

0

' 0

0

.5

6

"

E

2

6

0

.4

7

'

L

=

1

7

2

.1

4

2

Δ

=

1

2

.3

2

8

7

R

=

8

0

0

.

0

0

0

PROPOSED PICNIC SHELTER (625 SF ±)

AND ENTRANCE SIDEWALK (ADD. ALT. 1)

DRINKING

FOUNTAIN

(ADD. ALT. 2)

DRINKING

FOUNTAIN

(ADD. ALT. 2)

GUY ANCHOR

0

( IN FEET )

GRAPHIC SCALE

1"=50'

50 100

1

0

0

+

0

0

101+

00 102+00 103+00 104+00 105+00 106+00 107+00

108+00

109+00

110+

00

1

1

1

+

0

0

1

1

2

+

0

0

1

1

3

+

0

0

1

1

4

+

0

0

115+

00

115+

40

20' METAL POLE GATE

BY DISTRICT


ENTRY SIGN BY OTHERS

CONSTRUCTION LIMITS

COUNTY MAINTENANCE LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS



OFFSET FROM

TOP OF BANK

OFFSET FROM

TOP OF BANK

MAXIMUM REGULATED FLOOD ELEVATION IN MCDONALD CANAL = 66.17'

MISCELLANOUS SITE PLAN NOTES

1. THIS PROJECT INCLUDES TWO (2) ADDITIVE ALTERNATES TO THE MAIN BID ITEM LIST. THESE INCLUDE THE FOLLOWING:

ADD. ALTERNATE 1: CONSTRUCTION OF 24' DIAMETER METAL PICNIC PAVILION(S). PAVILION TO BE AMERICANA BUILDING PRODUCTS

"APACHE" 6-SIDED PARK SHELTER, MODEL: AZTEC, COLOR: DARK GREEN OR APPROVED EQUAL. ADD. ALTERNATE 1

ALSO INCLUDES CONSTRUCTION OF ASSOCIATED CONCRETE ENTRANCE SIDEWALK AND CONCRETE PAD BENEATH

PAVILION.

ADD. ALTERNATE 2: CONSTRUCTION OF OUTDOOR PEDESTAL DRINKING FOUNTAINS, TO BE PLACED AT WATER MAIN STUB-OUTS NEAR

THE TWO PROPOSED PICNIC PAVILIONS AND RESTROOM FACILITY.

2. PRECAST RESTROOM BUILDING TO BE EASI-SET DRY (WATERLESS) RESTROOM, MODEL SIERRA (OUTBACK ROOF STYLE), OR APPROVED

EQUAL. BUILDING SHALL MEASURE APPROXIMATELY 9'10" X 16'6" AND SHALL BE ADA COMPLIANT.

3. ALL DIMENSIONS AND RADII SHOWN ARE DIMENSIONED FROM EDGE OF PAVEMENT UNLESS INDICATED OTHERWISE.

4. ALL STRUCTURAL DIMENSIONS TO BE PROVIDED BY THE CONTRACTOR AS SUBMITTALS FOLLOWING CONTRACT AWARD PER THE

CONDITIONS OF THE SCOPE OF WORK.

5. SHEET C6 - DETAILS CONTAINS ADDITIONAL INFORMATION REGARDING SIGN CONSTRUCTION AND PAVEMENT MARKING.

6. ALL PROJECT SIGNS TO BE PROVIDED BY LAKE COUNTY AND INSTALLED BY CONTRACTOR. CONTRACTOR TO COORDINATE WITH LAKE

COUNTY UPON CONSTRUCTION START FOR SIGN FABRICATION.

7. KIOSK AND METAL POLE GATE AT WEST END OF THE ENTRANCE DRIVE TO BE CONSTRUCTED BY THE DISTRICT.

8. IMPROVEMENTS TO THE EXISTING CHANNEL AND DOCKS ARE BEING PERFORMED AS PART OF A SEPARATE CONTRACT. CONSTRUCTION ON

THE TWO CONTRACTS MAY OCCUR SIMULTANEOUSLY. CONTRACTOR FOR RECREATION AREA IMPROVEMENTS SHALL COORDINATE WITH

CONTRACTOR FOR DREDGING AND DOCK IMPROVEMENTS AS NEEDED TO ENSURE MINIMAL CONFLICTS BETWEEN THE TWO CONTRACTS.

1.

2.

3.

4.

b.

5.

6.

7.

8.

UTILITY NOTES

1. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN IN THESE DRAWINGS ARE APPROXIMATE AND BASED ON THE BEST INFORMATION AVAILABLE TO THE ENGINEER, INCLUDING

THE TOPOGRAPHIC SURVEY DEVELOPED BY SJRWMD. SJRWMD ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING ALL UTILITIES WITHIN THE WORK LIMITS OF ALL IMPROVEMENTS.

2. THE CONTRACTOR SHALL VERITY ALL UTILITIES FOR TYPE, SIZE, MATERIAL, ELEVATIONS, LOCATIONS, ETC. AND IMMEDIATELY NOTIFY SJRWMD OF ANY VARIANCE PRIOR TO

BEGINNING CONSTRUCTION.

3. WHILE SOME UTILITIES REQUIRING RELOCATION ARE NOTED ON THE PLANS, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES WITHIN THE WORK LIMITS, PROTECTING

EXISTING UTILITIES DURING CONSTRUCTION AND MAKING ARRANGEMENTS FOR ANY REQUIRED RELOCATION WITH THE APPROPRIATE UTILITY OWNER A MINIMUM OF 72 HOURS

PRIOR TO BEGINNING RELOCATION. IN THE EVENT THAT AN UNANTICIPATED UTILITY CONFLICT OCCURS, CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND THE

UTILITY PROVIDER TO COORDINATE REMEDIAL ACTION.

4. WATER SERVICE SHALL BE 2" PVC, SCHEDULE 40, SOLVENT WELD JOINTS. WATER SERVICE CROSSINGS LOCATED UNDER ROADWAYS OR PARKING AREAS SHALL BE ENCASED IN

3" SCH 40 PVC OR 4" HDPE SLEEVES EXTENDING 5' PAST THE EDGE OF PAVEMENT. BLUE INSULATED, SOLID CONDUCTOR, 10 GAUGE COPPER WIRE SHALL BE TAPED TO OR

WRAPPED AROUND ALL PLASTIC PIPE OR TUBING FOR LOCATION PURPOSES. THE WIRE SHALL BE STUBBED OUT IN THE WELL HOUSE CASING.

5. COORDINATE WITH OWNER PRIOR TO DISCONNECTING AND REMOVING AND/OR RELOCATING EXISTING UTILITY SERVICES. IF REQUIRED BY THE OWNER, EXISTING UTILITIES

SHALL BE KEPT IN OPERATION BY TEMPORARY LINES, TEMPORARY PUMPS, OR OTHER MEANS PROVIDED FOR CONTINUOUS OPERATION OF UTILITIES. ALL THIS WORK SHALL BE

INSTALLED, MAINTAINED, OPERATED AND REMOVED UPON COMPLETION OF THE JOB.

6. MATERIAL DELIVERED TO THE JOB SITE SHALL BE INSPECTED. ANY MATERIAL FOUND TO HAVE CRACKS, FLAWS, DURFACE ABRASIONS, CRACKED LININGS OR OTHER DEFECTS

SHALL BE REJECTED AND REMOVED FROM THE JOB SITE WITHOUT DELAY.

7. ALL POTABLE WATER SYSTEMS SHALL BE PRESSURE AND LEAK TESTED IN ACCORDANCE WITH THE LATEST VERSION OF AWWA STANDARD C605-05: UNDERGROUND

INSTALLATION OF POLYVINYL CHLORIDE (PVC) PRESSURE PIPE AND FITTINGS FOR WATER.

8. DISTRICT WILL PROVIDE REQUIRED DISINFECTION TESTING IN ACCORDANCE WITH PERMIT REQUIREMENTS.

SILT FENCE / TREE BARRIER

LEGEND

PROPOSED CONTOURS

EXISTING CONTOURS

ALIGNMENT (CENTERLINE)

PROPOSED GRADE

EXIST. WATER LINE

EXIST. OVERHEAD UTILITIES

PROPOSED SURFACE WATER

FLOW DIRECTION

PROPOSED ASPHALT

PAVEMENT (SEE C5 FOR SECTION)

PROPOSED CONCRETE SIDEWALK

(SEE C5 FOR SECTION)

PROPOSED IMPROVEMENTS

BY OTHERS

PROPOSED WATER MAIN

UG TEL

WL

OHU

WL

PROPOSED LIMEROCK DRIVEWAY


XX.XX

65.00

65.00

EXIST. BURIED TELEPHONEUG TEL

WL

OHU

WL

PROPOSED STRUCTURES

CONSTRUCTION LIMITS


NOT FOR CONSTRUCTIONFOR BID PURPOSES ONLY

ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

FIL

E: I:\E

NG

DA

TA

\D

ES

IG

N\A

PO

PK

A\L

. A

PO

PK

A M

CD

ON

AL

D C

AN

AL

2

01

4\D

WG

-C

ON

ST

RU

CT

IO

N-R

EC

RE

AT

IO

N A

RE

A\M

CD

ON

AL

D C

AN

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R

EC

A

RE

A.D

WG

P

LO

T D

AT

E: 8

/2

0/2

01

4 4

:0

3 P

M B

Y: A

MY

WR

IG

HT




APW

AS NOTED

08/20/2014

APW

WRC

WRC


SITE PLAN

AMY POGUE WRIGHT

54851

08/20/2014


C4

11011

DRAFT

SILT FENCE / TREE BARRIER

LEGEND

PROPOSED CONTOURS

EXISTING CONTOURS

ALIGNMENT (CENTERLINE)

PROPOSED GRADE

EXIST. WATER LINE

EXIST. OVERHEAD UTILITIES

PROPOSED SURFACE WATER

FLOW DIRECTION

PROPOSED ASPHALT

PAVEMENT (SEE C5 FOR SECTION)

PROPOSED CONCRETE SIDEWALK


PROPOSED IMPROVEMENTS

BY OTHERS

PROPOSED WATER MAIN

UG TEL

WL

OHU

WL

PROPOSED LIMEROCK DRIVEWAY


XX.XX

65.00

65.00

EXIST. BURIED TELEPHONEUG TEL

WL

OHU

WL

PROPOSED STRUCTURES

CONSTRUCTION LIMITS


EXISTING SWALE

S-448-A

(C

OU

NT

Y R

OA

D)

F.D

.O

.T

. R

/W

M

AP

SE

CT

IO

N N

o. 1168-150

10+

00

1

1

+

0

0

12+0013+0014+0015+0015+21

30+

00

3

1

+

0

0

32+00 32+73

30+

00

3

1

+

0

0

32+00 32+73

BP: 30+00.00

EP: 32+73.05

PC: 30+66.61

PT: 31+60.86

CONCRETE

CATCH BASIN

SPIGGOT

UTILITY POLE

UTILITY POLE


GUY ANCHOR

UTILITY

POLE

UTILITY POLE

UTILITY POLE

UTILITY POLE

WELL ON 6'x6'

CONCRETE SLAB

12" PVC

N INV: 62.61'

S END IS CRUSHED

AMERICAN WIRE FENCE

EDGE OF WATER

UTILITY POLE

BM: 00-12-045-0

N: 1589340.25'

E: 438967.04'

EL: 65.00'

BM: SJRWMD 01-12-094-0

N: 1589493.83'

E: 439505.05'

EL: 64.91'

TELEPHONE RISER

UTILITY POLE

FENCE

BAILEY BRIDGE

FLOATING DOCK

GUY ANCHOR

SET BM:13-12-617-0

N: 1589569.15'

E: 438911.75'

EL: 70.20'

WL

PROTECT EXIST.

36" OAK TREE

N90° 00' 00.00"E

112.19'

L

=

9

4

.

2

4

8

Δ

=

9

0

.

0

0

0

0

R

=

6

0

.

0

0

0

N0° 00' 00.00"E

47.96'

N90° 00' 00.00"W

378.50'

L

=

9

4

.

2

4

8

Δ

=

9

0

.

0

0

0

0

R

=

6

0

.

0

0

0

N89° 57' 05.80"E

414.41'

N0° 00' 00.00"E

45.05'

N

7

5

°

4

0

' 0

0

.5

6

"

E

2

6

0

.4

7

'

L=26.231

Δ=15.0290

R=100.000

L

=

1

3

2

.

0

6

4

Δ

=

7

5

.

6

6

6

8

R

=

1

0

0

.

0

0

0

N0° 00' 00.00"E

42.87'

N47° 05' 58.30"W

41.63'

L=82.204

Δ=47.0995

R=100.000

W

L

WL WL WL

MATCH EXIST. GRADE AT BRIDGE

MATCH EXIST. GRADE

BEGIN ASPHALT PAVEMENT

STA. 100+50

20+

00

2

1

+

0

0

2

1

+

6

7

20+

00

2

1

+

0

0

2

1

+

6

7

10+

00

1

1

+

0

0

12+0013+0014+0015+0015+21

95 LF 12" PVC STORM DRAIN

MITERED END SECTION

FIELD LOCATE AT EXIST. SWALE LOCATION

INV. EL. = 62.00

C5

1

C

5

2

C

5

2

CONNECT TO EXIST. 12" PVC PIPE

REPLACE SEGMENT(S) OF EXIST. PIPE

AS NECESSARY TO MAKE CONNECTION

AND PLACE 12" PVC CLEANOUT

BP: 100+00.00

EP: 115+40.26

PI: 101+52.65

PI: 103+68.05

PI: 107+82.46

PC: 100+85.51

PC: 109+30.52

PC: 113+63.14

PT: 101+11.74

PT: 111+02.67

PT: 114+95.20

Mid: 100+98.62

Mid: 110+16.59

Mid: 114+29.17

N0° 00' 00.00"E

66.61'

N

7

5

°

4

0

' 0

0

.5

6

"

E

2

6

0

.4

7

'

N

7

5

°

4

0

' 0

0

.5

6

"

E

2

6

0

.4

7

'

S

7

4

°

5

8

' 1

5

.7

1

"

E

8

5

.5

1

'

N90° 00' 00.00"E

40.91'

N90° 00' 00.00"E

215.40'

N87°

59' 43.9

9"E

148.06'

N

7

5

°

4

0

' 0

0

.5

6

"

E

2

6

0

.4

7

'

L

=

17

2

.1

4

2

Δ

=

1

2

.3

2

8

7

R

=

8

0

0

.0

0

0

C5

2

C5

2

C5

2

C5

2

GUY ANCHOR

0

( IN FEET )

GRAPHIC SCALE

1"=50'

50 100

1

0

0

+

0

0

101+

00 102+00 103+00 104+00 105+00 106+00 107+00

108+00

109+00

110+

00

1

1

1

+

0

0

1

1

2

+

0

0

1

1

3

+

0

0

1

1

4

+

0

0

115+

00

115+

40

MAXIMUM REGULATED FLOOD ELEVATION IN MCDONALD CANAL = 66.17'

PAVING, GRADING AND DRAINAGE NOTES

1. ALL ORGANIC OR DELETERIOUS MATERIAL SHALL BE REMOVED FROM WITHIN 10 FEET OF ANY AREA ON THE SITE WHICH IS TO BE PAVED. ANY SUCH MATERIAL

SHALL BE REPLACED BY APPROVED GRANULAR FILL WHICH SHALL CONFORM TO THE REQUIREMENTS OF SECTION 290 OF FLORIDA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION , LATEST EDITION.

2. ROADWAY/ DRIVEWAY SECTIONS ARE LOCATED ON SHEET C6. DRIVEWAY 1 HAS A NON-TYPICAL SECTION; USE SPOT ELEVATIONS FOR PROPOSED GRADES.

3. STORM PIPE MAY BE PVC, HDPE OR CONCRETE AND MUST CONFORM TO THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION , LATEST EDITION AND FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS FOR DESIGN,

CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM , LATEST EDITION.

4. MITERED END SECTIONS FOR STORM PIPE MAY BE CONCRETE PIPE MITERED END SECTIONS OR ALUMIMUM PIPE MITERED END SECTIONS AND SHALL CONFORM

TO THE REQUIREMENTS OF INDEX NO.'S 272 AND 273; RESPECTIVELY, OF THE FLORIDA DEPARTMENT OF ROADWAY AND TRAFFIC DESIGN STANDARDS , LATEST

EDITION.

5. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED.

6. CONTRACTOR SHALL DISPOSE OF SUSOIL EXCAVATED MATERIALS (UNSUITABLE FOR FILL) OFF SITE TO A PERMITTED LOCATION OR PER AN APPROVED DISPOSAL

PLAN.

7. SILT FENCE SHALL BE TYPE III. SHEET C8 - EROSION AND SEDIMENTATION CONTROL PLAN INCLUDES DETAILS FOR SILT FENCE AND OTHER EROSION CONTROL

BMPS WHICH MAY BE REQUIRED DURING PROJECT CONSTRUCTION.

NOT FOR CONSTRUCTIONFOR BID PURPOSES ONLY

ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

FIL

E: I:\E

NG

DA

TA

\D

ES

IG

N\A

PO

PK

A\L

. A

PO

PK

A M

CD

ON

AL

D C

AN

AL

2

01

4\D

WG

-C

ON

ST

RU

CT

IO

N-R

EC

RE

AT

IO

N A

RE

A\M

CD

ON

AL

D C

AN

AL

R

EC

A

RE

A.D

WG

P

LO

T D

AT

E: 8

/2

0/2

01

4 4

:0

3 P

M B

Y: A

MY

WR

IG

HT




APW

AS NOTED

08/20/2014

APW

WRC

WRC


PAVING, GRADING AND DRAINAGE PLAN

AMY POGUE WRIGHT

54851

08/20/2014


C5

11011

DRAFT

A

B

C

L

4

:1

MATCH EXISTING

OR PROPOSED

GRADE (TYP.)

4

:1

TYPICAL MOUNTING DETAIL

6"

2'

3' MIN.

7'

STOP

R2-1

30"

ALUMINUM

POST 3"x

1

8

"

C

B

A

L

L

A

A

TYPE I BRACKET

BRACKET LOCATIONS

L

1

2

" Ø U BOLT WITH

NUT AND LOCKWASHER

C COLUMN

1" MIN.

ALUMINUM Z

1

3

4

"x1

3

4

"X1.08

SIGN

C

3

8

" Ø ALUMINUM BUTTON

HEAD BOLT WITH NUT

AND LOCKWASHER

L

6"

1"

MIN.

8" MIN.

1" MIN. ALONG

C BRACKET CONNECTION

*2 BRACKETS

6"

6"

C COLUMN

SPEED LIMIT

*NOTE: THE ABOVE BRACKET LOCATIONS APPLY AT THE C OF BRACKET-SIGN CONNECTION (3/8" Ø BUTTON

HEAD BOLTS). SEE VIEW A-A. THE LOCATIONS ALSO APPLY AT DOUBLE SIGN CONFIGURATIONS.

WHEN INSTALLING BACK-TO-BACK SIGNS, THE TOP MOST BRACKET LOCATION OF ONE OF THE

SIGNS WILL REQUIRE ADJUSTMENT AS SHOWN ON THE ABOVE DETAIL.

STOP

3

8

"Ø ALUMINUM BUTTON

HEAD BOLT WITH

NUT AND LOCKWASHER

6"

1'-0"

MAX.

3"

C ALUMINUM

COLUMN

1

2

" U-BOLT WITH NUT

AND LOCKWASHER

L

SIGN

1'-0"

MAX.

A

A

TYPE II BRACKET (SINGLE SIGN)

6"

6"

2 BRACKETS

6"

6"

2 BRACKETS

HANDICAP PARKING

C6

1

STABILIZED LIMEROCK DRIVEWAY SECTION

MATCH EXISTING

OR PROPOSED

GRADE (TYP.)

C6

2

ASPHALT PAVEMENT SECTION

C6

4

SIGN DETAILS

DR

IP

LIN

E

ED

GE

O

F D

IS

TU

RB

ED

A

RE

A

TREE

PROTECTION

ZONE

KEEP OUT

GRADE

FENCE MATERIAL:

ORANGE, UV RESISTANT

HIGH TENSILE STRENGTH

POLYETHYLENE LAMINAR

BARRICADE FABRIC

NOTES:

1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE

PROTECTED BY FENCING, AS ILLUSTRATED.

2. INSTALL TREE PROTECTION FENCE AT TREE DRIP LINE

OR AT EDGE OF DISTURBED AREA, AS SHOWN ON

PLANS, PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM OF

ONE EVERY 300 FEET. THE SIZE OF EACH SIGN MUST

BE A MINIMUM OF 2' x 2' AND BE VISIBLE FROM BOTH

SIDES OF THE FENCE.

THE SIGN MUST CONTAIN THE FOLLOWING LANGUAGE IN

BOTH ENGLISH & SPANISH: "TREE PROTECTION ZONE,

KEEP OUT".

3. THERE SHALL BE NO STORAGE OF MATERIAL WITHIN

THE BOUNDARIES OF THE TREE PROTECTION FENCING.

4. TREE PROTECTION FENCING SHALL BE MAINTAINED

THROUGHOUT THE DURATION OF THE PROJECT.

C6

3

TREE PROTECTION FENCING

15

24"

30"

24"

AUTHORIZED

VEHICLES

ONLY

30"

STOP

30'

DO NOT

ENTERR2-1

30"

30"

R5-1

36"

36"

ONE LANEBRIDGE

SPEED

LIMIT

W5-3

AHEAD

W16-9P

12"

24"

12'-0" 5'-0" 12'-0"

WH

IT

E

BLU

E

NOTE:

PAVEMENT MARKINGS AND STRIPING

PER FDOT INDEX No. 17346.

6"

6"

W

H

I

T

E

WHITE

WH

IT

E

BLU

E

WH

IT

E

BLU

E

PLAN VIEW

C6

6

HANDICAP STRIPING DETAIL

4"

5'

45°'

6"

3000 PSI CLASS I

CONCRETE

COMPACTED SUBGRADE

C6

5

TYPICAL FLUSH SIDEWALK DETAIL

12"

POST 3"x

1

8

"

18"

$250.00

MAX FINE

7'

SIGN MUST BE PERMANENT

AND ABOVE GROUND

MOUNTED AND SHALL BE

PLACED SO BOTTOM OF

SIGN IS 7-FT. FROM

PAVEMENT EDGE.

NOTE:

CONTRACTOR TO PROVIDE MOUNTING POLES, BRACKETS AND

COMPLETELY INSTALL THESE AND ALL OTHER SIGNS IN ACCORDANCE

WITH MUTCD AND FDOT STANDARDS (PER DESIGN DRAWINGS).

PENALTY SIGN FOR ILLEGAL

USE OF SPACE WITH WORDING

AS REQUIRED BY STATE OR

LOCAL LAW.

ADJACENT PAVEMENT

6"

C6

7

DISABLED PARKING SPACE SIGN DETAIL

NOT TO SCALE

C6

8

SIGN MOUNTING AND BRACKET DETAILS

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALENOT TO SCALE

C

L

NOTE: SEE PGD SHEET

FOR GRADES.

PLAN

GRADE

2%

(MIN

.)

NOTE: SEE PGD SHEET

FOR GRADES.

PLAN GRADE

PER SITE PLAN AND

MATCH TO EXIST. LIMEROCK ROADWAY

A

B

6" SHELLROCK OR LIMEROCK BASE COURSE COMPACTED TO 98%

MAXIMUM DENSITY PER AASHTO T-180, METHOD "C"

12" SUBGRADE COMPACTED TO 98% MAXIMUM DENSITY PER AASHTO

T-180, METHOD "C"

6" WHITE CHEVRON EQUALLY

SPACED PER AISLE

SIGN DETAILS SEE

C5/4

5' AT GRADE SIDEWALK NO

CURB

2"

WH

IT

E

BLU

E

6"

6"

2"

6"

6"

2"

4

:1

MATCH EXISTING

OR PROPOSED

GRADE (TYP.)

4

:1

MATCH EXISTING

OR PROPOSED

GRADE (TYP.)

0.5'

0.5'

PER SITE PLAN

(24' MAIN ROAD, 20' DRIVEWAYS)

0.5'

0.5'

PLAN GRADE

A

B

C

1-1/2" THICK ASPHALTIC CONCRETE SURFACE (TYPE S-III).

6" CRUSHCRETE BASE COURSE COMPACTED TO 98% MODIFIED

PROCTOR DENSITY

12" STABILIZED SUBGRADE, COMPACTED TO 95% MODIFIED

PROCTOR DENSITY, LBR 30.

ASPHALT PAVEMENT

CRUSHCRETE BASE

2%

(MIN

.)

ATTACH SIGN

TO POST

4'-0"

MINIMUM

2'-0" MIN.

4'-0" O.C.

MINIMUM

1.33 LBS/LF

STEEL POST

ALUMINUM Z

1

3

4

"x1

3

4

"x1.08

6"

6"

2"

R5-11

30"

30"

R3-1


ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

FIL

E: I:\E

NG

DA

TA

\D

ES

IG

N\A

PO

PK

A\L

. A

PO

PK

A M

CD

ON

AL

D C

AN

AL

2

01

4\D

WG

-C

ON

ST

RU

CT

IO

N-R

EC

RE

AT

IO

N A

RE

A\M

CD

ON

AL

D C

AN

AL

R

EC

A

RE

A.D

WG

P

LO

T D

AT

E: 8

/2

0/2

01

4 4

:0

3 P

M B

Y: A

MY

WR

IG

HT




APW

AS NOTED

08/20/2014

APW

WRC

WRC


DETAILS

AMY POGUE WRIGHT

54851

08/20/2014


C6

11011

DRAFT

P

C

: 1

0

0

+

8

5

.5

1

M

id

: 1

0

0

+

9

8

.6

2

PT

: 101+

11.74

PI: 101+

52.65

PI: 103+

68.05

PI: 107+

82.46

PC

: 109+

30.52

Mid: 110+

16.59

PT

: 111+

02.67

PC

: 113+

63.14

M

id: 114+

29.17

PT

: 114+

95.20

DRIVEWAY 3 INTERSECTION

STA. 101+52.65


STA. 103+68.05


STA. 107+82.46

60

62

64

66

68

70

72

74

76

78

80

82

84

60

62

64

66

68

70

72

74

76

78

80

82

84

100+50

101+00

101+50

102+00

102+50

103+00

103+50

104+00

104+50

105+00

105+50

106+00

106+50

107+00

107+50

108+00

108+50

109+00

109+50

110+00

110+50

111+00

111+50

112+00

112+50

113+00

113+50

114+00

114+50

115+00

115+50

116+00

EGEG

EG

EG

EG

EG

EG

EG

EG

EG

EG

EG

EG

EG

EG

EG

EG

EG

EG

E

G

GR

AD

E B

RE

AK

S

TA

=

100+

50.00

ELE

V =

65.406

GR

AD

E B

RE

AK

S

TA

=

101+

50.00

ELE

V =

67.000

GR

AD

E B

RE

AK

S

TA

=

115+

40.01

ELE

V =

69.560

101+00

65.31

67.18

102+00

65.57

67.00

103+00

65.38

67.00

104+00

65.38

67.00

105+00

65.44

67.00

106+00

65.68

67.00

107+00

65.90

67.00

108+00

66.11

67.00

109+00

66.24

67.00

110+00

65.91

67.00

111+00

65.62

67.00

112+00

65.85

67.00

113+00

65.83

67.14

114+00

66.63

67.86

115+00

68.72

69.06

1.2

4%

4

.

1

9

%

-1.0

0%

0.00%

PVI STA:101+00.00

PVI ELEV:67.50

K:9.64

LVC:50.00

BV

CS

: 100+

75.00

BV

CE

: 66.45

EV

CS

: 101+

25.00

EV

CE

: 67.25

PVI STA:113+34.01

PVI ELEV:67.00

K:160.96

LVC:200.00

BV

CS

: 112+

34.01

BV

CE

: 67.00

EV

CS

: 114+

34.01

EV

CE

: 68.24

60

62

64

66

68

70

72

74

76

78

60

62

64

66

68

70

72

74

76

78

20+00

20+50

21+00

21+50

22+00

22+50

23+00

20+00

65.34

67.00

21+00

66.90

68.72

22+00

E

G

E

G

1

.7

2

%

GRADE BREAK STA = 20+00.00

ELEV = 67.000


ELEV = 69.864


STA. 21+13.75

ELEV: 68.95

B

P

: 2

0

+

0

0

P

C

: 2

0

+

4

2

.8

7

M

id

: 2

0

+

8

3

.9

7

P

T

: 2

1

+

2

5

.0

7

E

P

: 2

1

+

6

6

.7

0


STA. 21+40.48

ELEV: 69.41

EXIST. CONC.

BOAT RAMP

E

G

E

G

ELEV. = 69.86

ELEV. = 63.82

ELEV. = 61.52

60

62

64

66

68

70

72

74

60

62

64

66

68

70

72

74

30+00

30+50

31+00

31+50

32+00

32+50

33+00 33+50

EG

E

G

E

G

0.8

8%


ELEV = 67.000


ELEV = 69.410

60

62

64

66

68

70

72

74

76

78

60

62

64

66

68

70

72

74

76

78

10+00

10+50

11+00

11+50

12+00

12+50

13+00

13+50

14+00

14+50

15+00

15+50

16+00 16+50

10+00

66.06

66.06

11+00

65.52

65.52

12+00

65.40

65.40

13+00

65.29

65.29

14+00

65.14

65.14

15+00

66.58

66.58

16+00

EG

EG

EG

EG

EG

EG

E

G

B

P

: 1

0

+

0

0

PC

: 10+

47.96

Mid: 10+

95.08

PT

: 11+

42.21

EP

: 15+

20.70

1.37%

1.0

5%

0.44%

0.00%

2

.3

3

%


ELEV = 67.000


ELEV = 68.355


ELEV = 68.956

PVI STA: 14+94.99

PVI ELEV: 68.36

K: 21.46

LVC: 50.00

BV

CS

: 14+

69.99

BV

CE

: 68.36

EV

CS

: 15+

19.99

EV

CE

: 68.94


ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

FIL

E: I:\E

NG

DA

TA

\D

ES

IG

N\A

PO

PK

A\L

. A

PO

PK

A M

CD

ON

AL

D C

AN

AL

2

01

4\D

WG

-C

ON

ST

RU

CT

IO

N-R

EC

RE

AT

IO

N A

RE

A\M

CD

ON

AL

D C

AN

AL

R

EC

A

RE

A.D

WG

P

LO

T D

AT

E: 8

/2

0/2

01

4 4

:0

3 P

M B

Y: A

MY

WR

IG

HT




APW

AS NOTED

08/20/2014

APW

WRC

WRC


ROADWAY PROFILES

AMY POGUE WRIGHT

54851

08/20/2014


C7

11011

MAIN ROAD PROFILE

DRIVEWAY 1

PROFILE

DRIVEWAY 2

PROFILE

DRIVEWAY 3

PROFILE

1" = 50' H

1" = 5' V

1" = 50' H

1" = 5' V

1" = 50' H

1" = 5' V

1" = 50' H

1" = 5' V

DRAFT

(T

YP

.)

100'

EXISTING

CAUSEWAY

1

0

0

'

1

0

0

'

CURRENT

S

T

R

E

A

M

O

R

TURBIDITY

BARRIERS

T

I

D

A

L

C

R

E

E

K

ANCHOR

PILE LOCATIONS

TO CURRENT ACTION

MOORING BUOY W/ANCHOR

BARRIER MOVEMENT DUE

DREDGE OR FILL AREA

TYPE II

1

0

0

'

(

T

Y

P

.

)

TYPE I

F

L

O

W

D2

D1

D2

6'

5' O

R M

OR

E

18"

MIN.

3'

8"

F

L

O

W

F

L

O

W

F

L

O

W

2

0

°±

SILT FLOW

6' MAX.

12" M

IN

.

3' O

R M

OR

E

8"

15" T

O 18"

STORMWATER RUNOFF

S

I

L

T

F

L

O

W

W

A

T

E

R

C

O

U

R

S

E

HAY BALE BARRIER

NOT TO SCALE

STAKED TURBIDITY BARRIER

TURBIDITY BARRIER APPLICATIONS

NOT TO SCALE

NOT TO SCALE

TEMPORARY SILT FENCE DETAIL

LEGEND

NOT TO SCALE

NOT TO SCALE

FLOATING TURBIDITY BARRIERS

STRESS

PLATE

SLOTTED PVC

CONNECTOR

PIPE (METAL COLLAR

REINFORCED)

5

16

" VINYL SHEATHED EAW STEEL CABLE

(9800 LBS. BREAKING STRENGTH WITH

GALVANIZED CONNECTORS (TOOL FREE

DISCONNECT)

CLOSED CELL SOLID PLASTIC FOAM

FLOATATION (8" DIA. EQUIV.) (17 LBS.

PER FT. BUOYANCY)

5

16

" GALVANIZED CHAIN

5

8

" POLYPRO

ROPE (600 LB.

BREAKING

STRENGTH)

CLOSED CELL SOLID

PLASTIC FOAM FLOATATION

(6" DIA. EQUIV.) (12 LBS.

PER FT. BUOYANCY)

1

4

" GALV.

CHAIN

D1= 5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS).

D2= 5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5')

CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET TWO (2) PANELS TO BE

USED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS

SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER.

NOTICE: COMPONENTS OF TYPE I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY

DESIGN. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE

THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE

AS APROVED BY THE ENGINEER.

STRUCTURE ALIGNMENT

PROPOSED TOE

OF SLOPE

LIMITS OF CONST.

SHORE LINE

LIMITS OF CONST.

SHORE LINE

GENERAL NOTES:

1. FLOATING TURBIDITY BARRIERS ARE TO BE PAID FOR UNDER THE

CONTRACT UNIT PRICE FOR FLOATING TURBIDITY BARRIER, LF.

2. STAKED TURBIDITY BARRIERS ARE TO BE PAID FOR UNDER THE

CONTRACT UNIT PRICE FOR STAKED TURBIDITY BARRIER, LF.

NOTES:

1. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER

REGARDLESS OF WATER DEPTH.

2. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES.

3. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE

CONSTRUCTION OPERATIONS.

4. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS.

5. TURBIDITY BARRIERS SHALL CONFORM TO SECTION 104 OF THE FLORIDA DEPARTMENT

OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,

LATEST EDITION.

POST (OPTIONS 2"x4" OR 2

1

2

" MIN. DIA.

WOOD: STEEL 1.33 LBS.

1

2

FT. MIN.)

18 Oz. NYLON

REINFORCED PVC

FABRIC (300 PSI TEST)

NOTES:

TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER LOATING, OR

STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET

EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WILL BE AT THE

CONTRACTORS OPTIONS UNLESS OTHERWISE SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL

BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIERS TO BE

INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE DISTRICT.

1. EXCAVATE THE TRENCH.

4" DEEP BY THE BALE WIDTH.

2. PLACE AND STAKE BALES.

3. WEDGE LOOSE STRAW BETWEEN

THE BALES.

4. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

NOTES:

1. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE

PROMPTLY AS NEEDED.

2. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT

TO BLOCK OR

IMPEDE STORM FLOW OR DRAINAGE.

18 Oz. NYLON

REINFORCED

PVC FABRIC

(300 PSI TEST)

OPTIONAL POST

POSITIONS

FILTER FABRIC

VE

RT

IC

AL

FILTER FABRIC (IN

CONFORMANCE WITH

SEC. 985 FDOT SPEC.)

POST OPTIONS: SOFTWOOD 2

1

2

"DIA.

SOFTWOOD 2" X 4"

HARDWOOD 1

1

2

" X 1

1

2

"

STEEL 1.33 LBS/FT

ELEVATION SECTION

TYPE III SILT FENCE

PRINCIPLE POST

POSITION (CANTED 20°

TOWARD FLOW)

SILT FENCE

SILT FENCE PROTECTION IN

DITCHES WITH INTERMITTENT FLOW

SILT FENCE PROTECTION

AROUND DITCH BOTTOM INLETS

SILT FENCE APPLICATIONS

NOTES FOR SILT FENCES

1. TYPE III SILT FENCE TO BE USED AT MOST LOCATIONS. WHERE USED IN DITCHES, THE SPACING FOR TYPE III SILT FENCE SHALL

BE IN ACCORDANCE WITH CHART 1, SHEET 1 (FDOT INDEX NO. 102).

2. TYPE IV SILT FENCE TO BE USED WHERE LARGE SEDIMENT LOADS ARE ANTICIPATED. SUGGESTED USE IS WHERE FILL SLOPE IS

1:2 OR STEEPER AND LENGTH OF SLOPE EXCEEDS 25 FEET. AVOID USE WHERE THE DETAINED WATER MAY BACK INTO TRAVEL

LANES OR OFF THE RIGHT OF WAY.

3. DO NOT CONSTRUCT SILT FENCES ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE AT UPLAND

LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.

4. WHERE USED AS SLOPE PROTECTION, SILT FENCE IS TO BE CONSTRUCTED ON 0% LONGITUDINAL GRADE TO AVOID

CHANNELIZING RUNOFF ALONG THE LENGTH OF THE FENCE.

5 SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE, (LF).

SILT FENCE

EROSION AND SEDIMENT CONTROL NOTES :

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 THE

FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATER MANAGEMENT

FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.)

CHAPTER 6, 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 FLORIDA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION ,

LATEST EDITIONS. NOTE THAT OTHER GRASSING ALTERNATIVES MAY BE USED WITH PRIOR

DISTRICT APPROVAL.

18 Oz. NYLON

REINFORCED

PVC FABRIC

(300 PSI TEST)


ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:



DATE:

P.E. NUMBER:


SHEET:

PROJECT NO.:

FIL

E: I:\E

NG

DA

TA

\D

ES

IG

N\A

PO

PK

A\L

. A

PO

PK

A M

CD

ON

AL

D C

AN

AL

2

01

4\D

WG

-C

ON

ST

RU

CT

IO

N-R

EC

RE

AT

IO

N A

RE

A\M

CD

ON

AL

D C

AN

AL

R

EC

A

RE

A.D

WG

P

LO

T D

AT

E: 8

/2

0/2

01

4 4

:0

3 P

M B

Y: A

MY

WR

IG

HT




APW

AS NOTED

08/20/2014

APW

WRC

WRC


EROSION AND SEDIMENTATION CONTROL PLAN

AMY POGUE WRIGHT

54851

08/20/2014


C8

11011

DRAFT

SET BM:13-12-617-0

N: 1589569.15'

E: 438911.75'

EL: 70.20'

UTILITY POLE

UTILITY POLE

UTILITY POLE

UTILITY POLE

UTILITY POLE

UTILITY POLE

UTILITY POLE

L

IM

E

R

O

C

K

R

O

A

D

WELL ON 6'x6'

CONCRETE SLAB

12" PVC

N INV: 62.61'

S END IS CRUSHED

AMERICAN WIRE FENCE

EDGE OF WATER

EDGE OF WATER

EDGE OF WATER

CONCRETE

CATCH BASIN

UTILITY POLE

SPIGGOT

BM: 00-12-045-0

N: 1589340.25'

E: 438967.04'

EL: 65.00'

BM: SJRWMD 01-12-094-0

N: 1589493.83'

E: 439505.05'

EL: 64.91'

TELEPHONE RISER

BREAK IN SLOPE

UTILITY POLE

FENCE

UTILITY POLE

UTILITY POLE

EDGE OF WATER


BAILEY BRIDGE

FLOATING DOCK

GUY ANCHOR

GUY ANCHOR

GUY ANCHOR

GUY ANCHOR

A PORTION OF SECTION 35, TOWNSHIP 20, SOUTH, RANGE 26 EAST

1

I:\E

NG

DA

TA

\D

ES

IG

N\A

PO

PK

A\L

. A

po

pka

M

cD

on

ald

C

an

al 2

01

4\S

urve

y\4

60

3-1

4 M

cd

on

ald

C

an

al P

ark 0

5-2

3-2

01

4.d

wg

Topographic Survey

A PORTION OF SECTION 35, TOWNSHIP 20, SOUTH, RANGE 26 EAST


Break in Slope

Cross Section

Top of Bank

Top of Ditch

Bottom of Ditch

Natural Ground

Edge of Road

Field Measurement

Reference Monument

Identification

UG TEL

X-SEC

BM

BookBk.

Page

Pg.

TOB

B/S

TD

BD

NG

E/R

Field BookF.B.

NumberNo.

Benchmark

RM

CenterlineC/L

Right

Left

Station

Elevation

Offset

R

L

STA

EL

OFF

F.M.

I.D.

Aerial imagery shown hereon is for informational purposes only, no

photographic accuracy is implied by this map.

3.

SURVEYOR'S NOTES:

Top of SlopeTOS

Existing GroundEG

Edge of PavementEP

IPIron Pipe

Concrete MonumentCM

Water LevelW/L

TOPTop of Levee

InvertINV

Power PolePP

Light PoleLP

Iron Rod & CapIR&C

Clean OutCO

Point of IntersectionPI

Traverse PointTP

Power Pole

Station Mark

Edge Of Water

60 Penny Nail

Right Of Way

Corrugated Metal Pipe

Temporary Bench Mark

EOW

60d

Diameter

R/W

O

CMP

TBM

Light Pole

Test HoleTH

1. State plane coordinates shown hereon are relative to

the North American Datum of 1983/1990 adjustment and are referenced

to the State Plane Coordinate System, Florida East Zone and are

2. Elevations shown hereon are relative to the North American Vertical

Datum of 1988 (NAVD88) and are displayed in U.S. Survey Feet.

displayed in U.S. Survey Feet.

0 50 100

2575

0

ABBERVIATIONS:

NO

RT

H

Well

WL

Overhead UtilityOHU

TOE of LeveeTOE

Underground Phone Utility

Buried 1 1/4" pvc water line

Underground utilities and improvements not located except as shown hereon.

4.

Not valid without the signature and original raised seal of a Florida licensed

5.

Surveyor and Mapper.

Topographic Survey

Mc Donald Canal ParkSPS

AS NOTED

MAY 20, 2012

N/A

SPS

SPS

LAKE COUNTY

MAY 9, 2012

6543, State of Florida

Stephen P. Speaks

Guy Anchor

50-62

13P-114

4603-14

1 of 1

ST. JOHNS RIVER


DRAWN:

SCALE:

DATE:

DESIGNER:

REVIEWER:

SECTION CHIEF:


REVISIONNO. BY DATE APPROVED

DATE:

PSM NUMBER:

CERTIFICATION:

FIELD BOOK: ________________

SHEET:

WORK ORDER NO.:

1

Professional Surveyor & Mapper

DATE

PAGE: ______________________

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