CITY OF JACKSONVILLE BEACH

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7 (PVT) AIRPORT DEEP FOREST

DUVAL COUNTY

BEACH JACKSONVILLE Pop. 7,270 Pop. 20,990 ST. AUGUSTINE TO B o gg y B r. T he B uc ca ne er T ra_il J. Turner Butler Blvd. S an P ab lo R d Keys Pablo Harbor Holiday Pablo San South Palms of Isle Palms of Isle Park Center Glades Golden Hod ges Blv d . 25 26 27 34 35 36 1 2 3 9 10 11 12 13 14 15 22 23 24 41 30 31 6 38 39 40 41 37 42 7 212 203 101A S S S Open Cr . C e d a r S w a m p C r e e k 90 202 A1A

INDEX OF DRAWINGS

TITLE SHEET NO.

NTS

VICINITY MAP

N

N .T .S .

HAVE CHANGED DUE TO REPRODUCTION. NOTE: THE SCALE OF THESE PLANS MAY

P.E. NO.: ENGINEER OF RECORD: T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 -2 3 . 0 0 4 , F . A . C .

CITY OF JACKSONVILLE BEACH

DEPARTMENT OF PUBLIC WORKS

CERTIFICATE OF AUTHORIZATION NO. 7961 (904) 737-0090

JACKSONVILLE, FL 32216 SUITE 204

8075 GATE PARKWAY WEST

HANSON PROFESSIONAL SERVICES INC.

1 DRAINAGE IMPROVEMENTS

ISABELLA BOULEVARD

LOCATION

PROJECT

DARYL R. MYERS, PE 61786 STATE OF � � �

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No 61786

PLANS PREPARED BY: PLANS PREPARED BY: DRDT-1 - DRDR-2 10 - 11 8 - 9 5 - 7 4 3 2 1

* = FOR REFERENCE ONLY

FDOT DITCH BOTTOM INLET DETAILS * EROSION CONTROL DETAILS CROSS SECTIONS ROADWAY PLAN-PROFILE GENERAL NOTES TYPICAL SECTION DRAINAGE MAP KEY SHEET

ACCORDANCE WITH RULE 61G15-23.004, F.A.C. SHALL BE RESPONSIBLE FOR SHEETS 1-11 IN THE ABOVE NAMED PROFESSIONAL ENGINEER ON ANY ELECTRONIC COPIES.

AND THE SIGNATURE MUST BE VERIFIED NOT CONSIDERED SIGNED AND SEALED PRINTED COPIES OF THIS DOCUMENT ARE SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

Daryl R Myers

Digitally signed by Daryl R

Myers

Date: 2021.04.19 16:39:05

-04'00'

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DATE DESCRIPTION REVISIONS DATE DESCRIPTION NO. SHEET

T H E O F F I C I A L R E C O R D O F T H I S S H E E T I S T H E E L E C T R O N I C F I L E D I G I T A L L Y S I G N E D A N D S E A L E D U N D E R R U L E 6 1 G 1 5 -2 3 . 0 0 4 , F . A . C .

DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

DARYL R. MYERS, PE

8075 GATE PARKWAY WEST, SUITE 204 P.E. LICENSE NUMBER 61786

JACKSONVILLE, FL 32216-3685 CERTIFICATE OF AUTHORIZATION 00007961

DRAINAGE MAP

2 JACKSONVILLE DRIVE

3 R

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S

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36TH AVE. S.

LOWER 36TH AVE. S.

UPPER 36TH AVE. S.

35TH AVE. S.

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Feet

0 30 150

EXISTING DITCH

0.32 AC

CN = 54

BASIN: BELLA-1

0.87 AC

CN = 54

BASIN: BELLA-2

1.26 AC

CN = 54

BASIN: BELLA-3

5.58 AC

CN = 77

BASIN: COURTNEY

1.76 AC

CN = 80

BASIN: 35TH

1.89 AC

CN = 70

BASIN: PALMS CHURCH-2

1.12 AC

CN = 75

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DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

DARYL R. MYERS, PE

JACKSONVILLE, FL 32216-3685 CERTIFICATE OF AUTHORIZATION 00007961 NATURAL GROUND EXIST. R/W _VARIES SEDIMENT BARRIER 1'

ISABELLA BOULEVARD

TYPICAL SECTION

APPROX. 18' ROADWAY NATURAL GROUND EXIST. DITCH AND GRUBBING STANDARD CLEARING

3 TYPICAL SECTION

SECTIONS FOR DETAILS) PIPE (SEE PROFILE AND CROSS PROPOSED DRAINAGE

SECTIONS FOR DETAILS) (SEE PROFILE AND CROSS PROPOSED SWALE EXIST. 50' R/W R/W EXIST. EOP ISABELLA BLVD. £ CONST. PAVEMENT EXIST. EDGE OF APPROX. 65' 20' APPROX. VARIES (TYP.) SIDE SLOPE 15' SWALE BOTTOM SOD 45' BEACH DRAINAGE R/W JACKSONVILLE EXIST. CITY OF

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DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

DARYL R. MYERS, PE

JACKSONVILLE, FL 32216-3685

CERTIFICATE OF AUTHORIZATION 00007961

GENERAL NOTES

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

2. EXISTING DRAINAGE STRUCTURES AND PIPE ARE TO REMAIN UNLESS OTHERWISE NOTED IN THE PLANS.

3.

4.

BEYOND THE RIGHT OF WAY, DAMAGED DURING CONSTRUCTION, WILL BE REPLACED IN KIND AT NO ADDITIONAL COST TO THE CITY. THE CONTRACTOR SHALL REPAIR OR REPLACE PRIVATE AND PUBLIC PROPERTY DAMAGED DURING CONSTRUCTION. ANY PAVEMENT

5.

RIGHT OF WAY WILL BE RESTORED TO ORIGINAL OR BETTER CONDITION BY GRADING AND SODDING THE AREA DISTURBED. REPAIRED BY CONTRACTOR AT HIS EXPENSE AS DIRECTED BY THE ENGINEER. ALL DISTURBED AREAS WITHIN THE CITY ANY DAMAGE TO EXISTING TURF ESTABLISHMENT IN AREAS OUTSIDE LIMITS OF CONSTRUCTION OF THIS PROJECT WILL BE

6.

FINAL ACCEPTANCE.

CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND FUNCTIONING BY TELEVISING BEFORE

TO FACILITATE EMERGENCY VEHICLE TRAFFIC.

THE CONTRACTOR IS TO MAINTAIN AND KEEP STREET NAME IDENTIFICATION VISIBLE DURING CONSTRUCTION OPERATIONS IN ORDER

10.

11.

12.

BEACHES ENERGY SERVICES TO PROVIDE YELLOW LOCATOR WIRE TAPE

CONTRACTOR TO REPLACE ELECTRIC SYSTEM LOCATOR WIRE TAPE IF ENCOUNTERED OR DAMAGED DURING CONSTRUCTION.

13.

14. 15.

CONTRACTOR TO COORDINATE WITH FRANK SCHUROTT (904) 247-4028 FOR GARBAGE/TRASH YARD WASTE AND RECYCLING.

STORMWATER PREVENTION PLAN NOTES

1.

TO ADDRESS TEMPORARY EROSION AND SEDIMENT CONTROLS THAT RESULT FROM THIS PROJECT.

CONTRACTOR SHALL UTILIZE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND FDOT DESIGN STANDARDS

2.

AN NPDES PERMIT. CONTRACTOR SHALL SUBMIT AN NOI TO FDEP PRIOR TO CONSTRUCTION. CONSTRUCTION ACTIVITIES DISTURBING AN AREA OF ONE ACRE OR GREATER SHALL REQUIRE

3.

62-621.300 (2) AND SUBMIT PAPERWORK AS A SUBMITTAL TO THE ENGINEER.

CONTRACTOR TO COMPLY WITH FDEP GENERAL PERMIT FOR GROUND WATER DISCHARGE PER

4.

62-621.300 (4) AND SUBMIT PAPERWORK AS A SUBMITTAL TO THE ENGINEER.

CONTRACTOR TO COMPLY WITH FDEP NOI FOR CONSTRUCTION ACTIVITY STORMWATER DISCHARGE PER

1.

UTILITY NOTES

2.

3.

ENCOUNTERED DURING CONSTRUCTION.

CONTRACTOR TO LOCATE, PROTECT AND SUPPORT ALL WATER, SEWER, GAS AND ELECTRIC UTILITIES

COMPANY CONTACT TELEPHONE NUMBERS

(904) 247-6297 (904) 247-6206

COMCAST CABLE COMMUNICATIONS (904) 380-6341

JIM TRIMBLE 4.

STATUTES.

CONTACT SUNSHINE STATE ONE-CALL OF FLORIDA, INC. AS REQUIRED BY CHAPTER 556 OF THE FLORIDA

5.

CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL UTILITY SERVICES DISRUPTED OR DAMAGED DURING WITH CONSTRUCTION.

CONTRACTOR TO PROVIDE UTILITY OWNERS A MINIMUM OF 48 HOURS NOTICE BEFORE PROCEEDINMG

1.

2.

3.

MAY RESULT IN SETTLEMENT OR OTHER IMPACTS TO ADJACENT PROPERTY.

INVOLVE VIBRATORY COMPACTION, VIBRATORY PILE INSTALLATION, OR OTHER MEANS AND METHODS WHICH 20 FEET (AND AS MAY BE REQUIRED BY THE CONTRACTORS SPECIALTY ENGINEER) OF ACTIVITIES WHICH THE CONTRACTOR SHALL PERFORM PRE AND POST CONSTRUCTION SURVEY OF EXISTING STRUCTURES WITHIN PROFESSIONAL ENGINEER.

SHORING SYSTEM DESIGN CALCULATIONS AND DETAILS SIGNED AND SEALED BY A FLORIDA REGISTERED TO RIGHT OF WAY, OR ANY OTHER EXCAVATIONS DEEPER THAN 7 FEET. THE SHORING PLAN SHALL INCLUDE THE CONTRACTOR SHALL SUBMIT A SHORING PLAN FOR EXCAVATIONS ADJACENT TO BUILDINGS, ADJACENT MAINTENANCE OF TRAFFIC NOTES

POINTS HAVE NOT BEEN VERIFIED.

VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY, THE THE LOCATION(S) OF THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh)

7.

8.

OF FLORIDA AT NO ADDITIONAL COST TO THE CITY.

DESTROYED, IT SHALL BE RE-ESTABLISHED BY THE CONTRACTOR THROUGH THE USE OF A REGISTERED SURVEYOR IN THE STATE ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS DAMAGED OR

CONTRACTOR SHALL FOLLOW ALL APPLICABLE STANDARDS FOR THE MEANS OR METHOD.

SHALL BE LIMITED TO A MAXIMUM SLOPE OF IV:1.5H IF USING ALTERNATIVE MEANS OR METHODS, THE ADJACENT PROPERTY DUE TO THE OPEN-CUT METHOD OF CONSTRUCTION. TEMPORARY SLOPES FOR OPEN CUTS MUST TAKE THE NECESSARY PRECAUTIONS AND/OR MEASURES TO MITIGATE ANY POTENTIAL SETTLEMENT OF THE DESIGN FOR THE PROJECT IS BASED UPON THE OPEN-CUT METHOD OF CONSTRUCTION. THE CONTRACTOR CONTRACTOR DURING CONSTRUCTION AT NO ADDITIONAL EXPENSE TO THE CITY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING ANY EXISTING UTILITY THAT IS DAMAGED BY THE OWNER 2 WEEKS IN ADVANCE OF WHEN THE LANDSCAPING WILL BE REMOVED.

LANDSCAPING REMOVED IS TO BE PROVIDED TO ADJACENT PROPERTY OWNERS. THE CONTRACTOR IS TO NOTIFY EACH PROPERTY THE CONTRACTOR SHALL PROTECT TREES THAT ARE TO REMAIN AND OTHERS AS DIRECTED BY THE ENGINEER. ANY PRIVATE

IRRIGATION DAMAGED BY THE CONTRACTOR MUST BE REPAIRED WITHIN 3 CALENDAR DAYS.

RIGHT OF WAY WHERE NECESSARY. PAY FOR THIS WORK TO BE INCLUDED UNDER CLEARING AND GRUBBING LUMP SUM. ANY PRIVATE OWNERS WITH REGARD TO OWNERSHIP AND ANY MODIFICATIONS TO IRRIGATION SYSTEMS. IRRIGATION SYSTEMS TO BE CAPPED AT CONTRACTOR MAY ENCOUNTER EXISTING PRIVATE IRRIGATION SYSTEMS WITHIN RIGHT OF WAY LIMITS. COORDINATE WITH PROPERTY

CHUCK SAUNDERS

4 GENERAL NOTES

9.

THE PROJECT LIMITS SHALL BE EXCAVATED, DISPOSED OF, AND REPLACED WITH CLEAN A-3 FILL AND COMPACTED BY THE CONTRACTOR. PER GEOTECH REPORT UNSUITABLE SOIL WAS NOT ENCOUNTERED, HOWEVER ANY UNSUITABLE SOILS ENCOUNTERED THROUGHOUT

JAMES GRAHAM

(904) 588-6039 PK PATEL

REFER TO FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR REFERENCED STANDARD DETAILS AND INLET TYPES.

GOVERNING STANDARD PLANS

FDOT, FY 2021-22 STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION AND APPLICABLE INTERM REVISIONS (IRs). 1.

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

STANDARD PLANS FOR ROAD CONSTRUCTION AND ASSOCIATED IRs ARE AVAILABLE AT THE FOLLOWING WEBSITE: 2.

APPLICABLE IRs: N/A 3.

DISTURBED AREAS TO BE SODDED WITH BERMUDA SOD.

AT&T (904) 727-1658

BEACHES ENERGY SERVICES, LIGHTING

BEACHES ENERGY SERVICES, ELECTRIC LAMAR WHITAKER

CoJB PUBLIC WORKS (WPCP & PS)

(904) 588-6736 JUAN COLON

DAVID MCDONALD (904) 247-6211

CoJB PUBLIC WORKS (WATER/SEWER)

DAVID MCDONALD (904) 247-6211

CoJB PUBLIC WORKS (STREETS/STORMWATER)

DENNIS DUPRIES (904) 509-0268

CoJB PUBLIC WORKS (CONSTRUCTION MANAGER)

(352) 622-8298

FERRELL GAS CO. J.D. BAIN

BEN MOBLEY TECO / PEOPLES GAS

JAMES FARRISS

(904) 545-8958 (PRIMARY CONTACT) (904) 669-6519 (SECONDARY CONTACT)

(5)

P O T S T A . 2 0 + 0 0 .0 0

20

21

22

602.46 E = 532920.61 N = 2154783.13

NAIL & DISK "CLARY ELEV" ELEV. = 10.86 (NAVD 88) BENCHMARK: ISABELLA BLVD. 20 Feet 0 5 S-1

N

INLET PROTECTION

REMOVE EXIST. HEADWALL

BURIED ELEC. (LOCATE & PROTECT) GAS MAIN (LOCATE & PROTECT)

BURIED TELEPHONE (LOCATE & PROTECT)

SEDIMENT BARRIER E=532937.20 N=2154743.98 STA. 22+18.38,48.51' RT B-2 CONST. 253 LF 36" PVC (SDR 26)

BELOW EXIST. PIPE)

SUMP EL. = 1.98 (FIELD VERIFY 1' FL. = 2.98 (S) (EXIST. FIELD VERIFY) FL. = 3.00 (N)

GRATE EL. = 7.80

CONST. FDOT TYPE "H" 3-GRATE INLET STA. 20+41.71, 42.23' RT

PROPOSED SWALE BOTTOM

1 5 ' DISTANCE: 42.52' BEARING: S22°58'08"E BLVD. EOP £ CONST. ISABELLA [ 4 0 " ] 1 0 . 8 4 9 . 6 2 " P V C 1 0 . 9 4 1 0 . 7 5 3 . 9 [ 3 4 " ] 4 " P V C 9 . 5 [ 2 7 " ] G R O U N D E L E V = 1 1 . 1 C S IG E O B 2 1 1 . 1 [ 4 1 " ] [ 7 9 " ] [ 8 2 " ] [ 8 6 " ] 8 . 5 [ 3 9 " ] 1 0 . 8 8 . 4 B U R IE D F O C 6 'W O O D B O A R D 1 0 . 8 1 1 . 1 8 . 4 [ 3 8 " ] 8 'W O O D B O A R D 6'WOODBOARD 8 . 5 9 . 5 42"RCP 6"WOODBOARD 1 1 . 1 9 . 7 [ 3 5 " ] 1 0 . 8 1 2 . 0 4 . 1 3 . 9 3 . 5 [ 2 5 " ] 1 0 . 5 1 0 . 2 3 . 7 3 . 4 1 0 . 3 4 P O W E R 1 0 . 1 9 . 4 9 . 8 8 . 7 W O O D 1 0 . 7 5 . 4 W IT H S T R E E T L IG H T W O O D 1 0 . 0 E L E C T R IC [4 0 " ] 1 0 . 2 8 . 9 [ 4 5 " ] [ 4 1 " ][ 5 2 " ] [ 4 8 " ] [ 9 5 " ] 1 0 . 7 5 T O P = 7 . 7 4 IN V = 3 . 2 2 T O P = 7 . 9 3 IN V = 2 . 9 8 2 "D B C A T & T 2 "P V C B E LE C TR I C 2 "D B C A T & T 6 "P O LY G A S M A IN TE C O B E N C H M A R K E L E V = 1 0 . 8 6 ( N A V D 8 8 ) N A IL & D IS K " C L A R Y E L E V " 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 10 10 10 10 10 10 10 10 I:\16jobs\16L0086D\CAD\Road\PLPRRD01.dgn Hampt01610 4/19/2021 1:01:31 PM Default

DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

DARYL R. MYERS, PE

JACKSONVILLE, FL 32216-3685 CERTIFICATE OF AUTHORIZATION 00007961 (FIELD VERIFY) EXIST. INV. = 2.98± RCP EXIST 42"

EXIST. EDGE OF PAVEMENT PROFILE S-1

0.41%

INV. = 3.00

EXIST. DITCH PROFILE 3'

EXIST. WOODEN FENCE

PROPOSED SWALE GRADE

36" PVC (SDR 26)

BELOW EXIST. PIPE) (FIELD VERIFY 1' SUMP EL. = 1.98 6:1 (TYP.)

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2

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6

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0

5

+60 +40 +20

22+00

+80 +60 +40 +20

21+00

+80 +60 +40 0 2 4 6 8 10 12 14 0 2 4 6 8 10 12 14 +20

20+00

ROADWAY PLAN-PROFILE

1" = 4' VERTICAL SCALE: 1" = 20' HORIZONTAL

(6)

23

24

25

602.46 EXIST. 24" RCP ISABELLA BLVD. 20 Feet 0 5 S-2 S-3

N

INLET PROTECTION (TYP.)

REMOVE EXIST. HEADWALL BURIED ELEC. (LOCATE & PROTECT)

GAS MAIN (LOCATE & PROTECT) BURIED TELEPHONE (LOCATE & PROTECT)

SEDIMENT BARRIER & CONST. 93 LF 18" PVC (SDR 26) REMOVE 95 LF OF EXIST. 15" RCP CONST. 185 LF 18" PVC (SDR 26) STA. 24+08.65,36.41' RT B-1

BELOW EXIST. PIPE)

SUMP EL. = 1.04 (FIELD VERIFY 1' FL. = 2.04 (E) (EXIST. FIELD VERIFY) FL. = 3.22 (S)

FL. = 4.72 (N) GRATE EL. = 8.85 WITH CAST IRON GRATE CONST. FDOT TYPE "E" INLET STA. 22+98.65, 39.55' RT

FL. = 6.10 (N&S) GRATE EL. = 9.65 WITH CAST IRON GRATE CONST. FDOT TYPE "C" INLET STA. 24+86.78, 35.56' RT

PROPOSED SWALE BOTTOM 15

'

VERIFY AND ADJUST AS NECESSARY 2" PVC WATER MAIN, CONTRACTOR TO

£ CONST. ISABELLA BLVD. EOP

BOTTOM PROPOSED SWALE 1 0 . 6 [ 5 0 " ] 1 0 . 7 [ 4 6 " ] [ 4 8 " ] G R O U N D E L E V = 9 . 5 C S IG E O B 1 9 . 5 1 1 / 4 " P O L Y [ 4 6 " ] 1 0 . 2 1 0 . 4 1 1 . 0 1 0 . 7 [ 3 0 " ] [ 3 0 " ] 6'WOODBOARD 6 'W O O D B O A R D 7 . 3 1 0 . 6 1 2 . 7 [ 4 2 " ] 7 . 0 9 . 7 6 . 8 1 1 . 2 [ 2 6 " ] B U R IE D G A S 6 'W O O D B O A R D [ 4 3 " ] [ 4 1 " ] 6 . 8 6 . 2 5 . 0 1 1 . 2 [ 4 2 " ] 1 5" R C P [ 4 0 " ] [ 6 5 " ] 1 2 . 4 1 1 1 . 2 6 . 0 5 . 2 4 . 4 [ 3 9 " ] 1 2 . 2 4 1 1 . 4 9 . 9 1 0 . 3 1 0 . 8 9 . 8 4 . 2 3 . 9 [ 1 8 " ] 6 'W O O D B O A R D 6 'W O O D B O A R D 1 1 . 6 1 0 . 5 9 . 6 4 . 2 4 . 5 [ 4 4 " ] [ 4 0 " ] 1 0 . 4 1 0 . 6 1 0 . 4 5POWER 9 . 7 1 0 . 7 1 0 . 0 W O O D 1 0 . 9 W IT H S T R E E T L IG H T W O O D 1 1 . 3 [ 3 4 " ] [ 3 9 " ] 1 1 . 1 9 1 1 . 0 6 4 "P V C [ 4 2 " ] 1 1 . 5 5 [ 5 0 " ] 2 "_P V C 1 1 . 3 6 [ 1 8 " ] 1 1 / 4 " P O L Y G G 2 " P V C B E L E C T R I C T O P = 5 . 0 1 IN V = 2 . 0 4 2 "D B C A T & T 2 "P V C B EL E C T RI C 6 "P O LY G A S M A IN TE C O T O P = 8 . 3 8 IN V = 6 . 3 7 4 5 5 6 6 6 6 7 7 7 7 ₇ 7 7 7 8 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 10 1 0 1 0 1 0 10 10 10 10 10 1 1 11 11 11 11 11 11 11 12 I:\16jobs\16L0086D\CAD\Road\PLPRRD02.dgn Hampt01610 4/19/2021 1:01:31 PM Default

DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

DARYL R. MYERS, PE

JACKSONVILLE, FL 32216-3685 CERTIFICATE OF AUTHORIZATION 00007961 INV. = 3.22 INV. = 6.10 (FIELD VERIFY) EXIST. INV. = 2.04±

EXIST. EDGE OF PAVEMENT PROFILE

S-2

S-3

0.43% 0.41%

INV. = 4.72 EXIST. DITCH PROFILE

12. 4%

PROPOSED SWALE GRADE

18" PVC (SDR 26)

(SDR 26) 36" PVC

BELOW EXIST. PIPE) (FIELD VERIFY 1' SUMP EL. = 1.04

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0 .0

0

6 M

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2

5 +

4

0 .0

0

+60 +80

23+00

+20 +40 +60 +80

24+00

+20 +40 +60 +80

25+00

+20 +40 0 2 4 6 8 10 12 14 2 4 6 8 10 12 14 0 2 4 6 8 10 12 14 2 4 6 8 10 12 14

ROADWAY PLAN-PROFILE

(7)

26

P O T S T A . 2 6 + 0 2 .4 6 602.46 E = 532925.34 N = 2155288.67

NAIL & DISK "CLARY ELEV" ELEV. = 12.86 (NAVD 88) BENCHMARK: ISABELLA BLVD. 3 5 T H A V E . S . EXIST. 15" RCP EXIST. 15" RCP 20 Feet 0 5

N

INLET PROTECTION S-4

(LOCATE & PROTECT) BURIED ELEC. (LOCATE & PROTECT)

BURIED TELEPHONE (LOCATE & PROTECT) GAS MAIN

REMOVE EXIST. INLET

BARRIER SEDIMENT E=532924.81 N=2155346.32 PVC (SDR 26) RCP & CONST. 18" REMOVE EXIST. 15" FL. = 6.94 (S)

FL. = 6.99 (E) (EXIST. FIELD VERIFY) FL. = 7.25 (N) (EXIST. FIELD VERIFY) GRATE EL. = 11.13

WITH CAST IRON GRATE CONST. FDOT TYPE "C" INLET STA. 25+81.77, 36.42' RT DISTANCE: 57.66'

BEARING: N00°31'24"W

£ CONST. ISABELLA BLVD. EOP

1 1 . 2 [ 8 8 " ] 1 1 . 5 6 'W O O D B O A R D 12 . 0 8 1 2 . 3 0 6'WOODBOARD 1 2 . 3 5 1 1 . 8 1 2 . 4 1 1 1 . 7 1 2 . 0 [ 6 4 " ] 1 2 . 2 8 1 2 . 3 9 1 2 . 1 [ 3 6 " ] 15_" R_C P 6 'W O O D B O A R D [ 4 1 " ] W IT H S T R E E T L IG H T W O O D 4POWER [ 4 4 " ] W O O D 1 1 . 3 1 1 . 7 E L E C T R IC 6 "P O LY G A S M A IN TE C O 6 " P V C B E L E C T R IC T O P = 1 2 . 5 8 IN V = 7 . 8 1 T O P = 1 1 . 1 3 IN V S = 6 . 9 4 IN V N = 7 . 2 5 IN V E = 6 . 9 9 B E N C H M A R K E L E V = 1 2 . 4 3 ( N A V D 8 8 ) N A IL & D IS K " C L A R Y E L E V " 1 1 1 2 1 2 I:\16jobs\16L0086D\CAD\Road\PLPRRD03.dgn Hampt01610 4/19/2021 1:01:32 PM Default

DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

DARYL R. MYERS, PE

JACKSONVILLE, FL 32216-3685 CERTIFICATE OF AUTHORIZATION 00007961 EXIST. INV. = 6.99 EXIST. INV. = 7.25 15" PIPE EXIST. EXIST. EDGE OF PAVEMENT PROFILE

S-4 INV. = 6.94 18" PVC (SDR 26)

7 M

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2

5 +

4

0 .0

0

+40 +60 +80

26+00

0 2 4 6 8 10 12 14 2 4 6 8 10 12 14 0 2 4 6 8 10 12 14 2 4 6 8 10 12 14

ROADWAY PLAN-PROFILE

(8)

EXIST 42" RCP PROPOSED 36" PIPE S-1 10.76 6:1 8:1

EXIST. WOODEN FENCE APPROX. DRAINAGE R/W LINE

7.80 10.93 PROPOSED 36" PIPE PROPOSED 36" PIPE 6:1 8:1

APPROX. DRAINAGE R/W LINE

8.03 PROPOSED 36" PIPE

PROPOSED 36" PIPE

6:1 12:1

APPROX. DRAINAGE R/W LINE EXIST. WOODEN FENCE

8.44 I:\16jobs\16L0086D\CAD\Hyd\DRXSRD01.dgn Hampt01610 4/19/2021 1:01:33 PM Rdxsrd_shg

DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

DARYL R. MYERS, PE

JACKSONVILLE, FL 32216-3685 CERTIFICATE OF AUTHORIZATION 00007961 0 0 20 20 40 40 60 60 80 80 100 100 120 120 140 160 2 4 6 8 10 12 14 16

20+41.95

2 4 6 8 10 12 14

21+00.00

2 4 6 8 10 12 14 16

22+00.00

1" = 10' Vertical 1" = 20' Horizontal

CROSS SECTIONS

8

BLVD. EOP £ CONST. ISABELLA BLVD. EOP £ CONST. ISABELLA

(9)

PROPOSED 36" PIPE PROPOSED 18" PIPE EXIST 24" RCP S-2 11.39 6:1 10:1

APPROX. DRAINAGE R/W LINE

8.85 11.05

PROPOSED 18" PIPE

10:1

7:1 9.27 PROPOSED 18" PIPE PROPOSED 18" PIPE _S-3 12.07 8:1 10:1

9.65 PROPOSED 18" PIPE EXIST 15" RCP EXIST 15" RCP S-4 I:\16jobs\16L0086D\CAD\Hyd\DRXSRD01.dgn Hampt01610 4/19/2021 1:01:33 PM Rdxsrd_shg

DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

DARYL R. MYERS, PE

JACKSONVILLE, FL 32216-3685 CERTIFICATE OF AUTHORIZATION 00007961 0 0 20 20 40 40 60 60 80 80 100 100 120 120 140 160 0 2 4 6 8 10 12 14

22+98.65

4 6 8 10 12 14 16

24+00.00

4 6 8 10 12 14 16

24+86.78

6 8 10 12

25+81.77

1" = 10' Vertical 1" = 20' Horizontal

CROSS SECTIONS

9

BLVD. EOP £ CONST. ISABELLA BLVD. EOP £ CONST. ISABELLA

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DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

DARYL R. MYERS, PE

JACKSONVILLE, FL 32216-3685

CERTIFICATE OF AUTHORIZATION 00007961 THIS COMPLIANCE SHALL BE PART OF THE CONTRACT.

SJRWMD FOR EROSION AND SEDIMENTATION CONTROL. THE COST OF MANAGEMENT DISTRICT INQUIRIES, RELATIVE TO COMPLIANCE OF WATER MANAGEMENT DISTRICT.

REQUIRES A CONSUMPTIVE USE PERMIT FROM THE ST. JOHNS RIVER TRANSPORTATION OF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL. CONVEYED TO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND MAINTAINED.

EROSION PROTECTION TO ENSURE WATER QUALITY STANDARDS ARE MAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED. CONSTRUCTION.

WATER QUALITY DEGRADATION. SEE DETAIL SHEET FOR TYPICAL TO ALL WETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM SPECIFICATIONS AND CRITERIA.

SPECIFICATIONS AND ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND SEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS, NOT ERODE.

DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/3 MADE AS NEEDED.

CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO THIRD THE HEIGHT OF THE BARRIER.

THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY REPLACED PROMPTLY.

LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED TRENCH SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 8 INCHES. PULLED AWAY FROM THE INLET, CLEANED AND REPLACED.

NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONES MUST BE 7. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT ALL SIDES.

SHALL EXTEND BEYOND THE INLET OPENING AT LEAST 18 INCHES ON LEAST 12 INCHES OVER THE ENTIRE INLET OPENING. THE STONE AS INDICATED IN D-903. THE DEPTH OF STONE SHALL BE AT 6. FDOT NO. 1 COARSE AGGREGATE SHALL BE PLACED OVER THE WIRE MESH IS NECESSARY, THE STRIPS SHALL BE OVERLAPPED.

INCH OPENINGS SHALL BE USED. IF MORE THAN ONE STRIP OF MESH STRUCTURE. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH EXTENDS A MINIMUM OF 1 FOOT BEYOND EACH SIDE OF THE INLET 5. WIRE MESH SHALL BE LAID OVER THE DROP INLET SO THAT THE WIRE ACCEPTANCE.

ETC. ARE CLEANED OUT AND WORKING PROPERLY AT TIME OF 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, PROJECT CONFINES DUE TO UNSEEN CONDITIONS OR ACCIDENTS. ABOVE MUST BE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE 3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE CONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED. EROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OF 2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY ALL DITCHES AND SWALES AT COMPLETION OF CONSTRUCTION. NOT REUSABLE ON-SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN 1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FROM SITE IF

PLACE AFTER COMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN AREAS HAVE STABILIZED.

MEASURES REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES AND MAY NEED TO INSTALL ADDITIONAL CONTROLS.

THE EXCAVATED SOIL SHALL BE BACKFILLED AND COMPACTED AGAINST THE FILTER BARRIER.

9. NECESSARY REPAIRS TO BARRIERS SHALL BE ACCOMPLISHED PROMPTLY.

SCREENS, AND GRASSING. ALL FILL SLOPES 3:1 OR STEEPER TO RECEIVE STAKED SOLID SOD.

8. THE FILTER BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A

10. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY

11. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE

12. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT.

13. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE

14. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS

15. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS

16. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION

17. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL

18. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT

19. ALL DISTURBED AREAS SHALL BE GRASSED, FERTILIZED, MULCHED AND

20. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE

21. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND

22. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WHICH

23. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT

24. ALL DEWATERING, EROSION, AND SEDIMENT CONTROL TO REMAIN IN

25. THIS PLAN INDICATES THE MINIMUM EROSION AND SEDIMENT

26. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER

SPECIFIC APPLICATION

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS.

N.T.S. (D-905)

DROP INLET SEDIMENT FILTER

N.T.S. (D-903)

GRAVEL INLET SEDIMENT TRAP

THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.

MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES TRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY

CONCEN-SPECIFIC APPLICATION

GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER GRAVEL CURB INLET SEDIMENT FILTER

AND UNPROTECTED AREAS. SPECIFIC APPLICATION

THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.

INLET SEDIMENT FILTER

BLOCK & GRAVEL CURB

N.T.S. (D-902)

INLET SEDIMENT FILTER

BLOCK & GRAVEL DROP

N.T.S. (D-904)

EXCESSIVE PONDING AROUND THE STRUCTURE. ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS

DRAINAGE STRUCTURES

DITCH INSTALLATIONS AT

N.T.S. (D-906)

SILT FENCES

SPACING RECOMMENDATION FOR

CHART I

RECOMMENDED SPACING FOR TYPE III AND TYPE IV SILT FENCES. 50 100 150 200 250 300 350 400 Ver y L igh t -L igh t Hea vy

-NOTE: Spacings shown in this chart are based on generalized conditions and should be adjusted based on actual site performance or hydraulic computations. Cohesive LEGEND SOILS 1 2 3 4 5 6 7 Flow Soils Firm Loam Clay Sands Clays Hardpans Fine Sand Course Sand Gravels Sandy Loam Silt Loam Very Light Light Non - Cohesive Moderate Heavy Very Heavy Consider Use Of Temporary Sod N on Cohe sive And Very Heavy -Cohesive Non Coh esi ve And Non Coh es ive An d M oder ate -Cohe sive Light - Coh esive

Spacing (In Feet)

S l o p e ( I n % ) FLOW RATES (CFS) 5 10 15 25 40 5 10 15 25 Type IV Typ e II Type I - Cohesive Heavy N onCoh esive And Mod er ate -Typ e III P aved D itch REFER TO "EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER

MANUAL" BY THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP).

CONCRETE BLOCK WIRE SCREEN GRAVEL FILTER SEDIMENT WATER WITH RUNOFF OVERFLOW SEDIMENT DROP INLET WITH GRATE FILTERED WATER WIRE SCREEN CURB INLET WIRE SCREEN GRAVEL FILTER FILTERED WATER CURB INLET 2"x4" WOOD STUD WIRE SCREEN SEDIMENT RUNOFF WATER WITH SEDIMENT OVERFLOW CURB INLET 12" RUNOFF WATER GRAVEL FILTER SEDIMENT CONCRET GUTTER FILTER WATER WIRE MESH WITH

FILTER FABRIC

18" MIN.

GRAVEL (12" MIN. DEPTH)

WIRE MESH WITH FILTERED WATER SEDIMENT WITH SEDIMENT RUNOFF WATER FILTER FABRIC FILTERED WATER STAKES BURLAP FABRIC RUNOFF WATER WITH SEDIMENT BURIED BURLAP FABRIC

INLET SEDIMENT FILTER 50' Max. Sod Limits Of Construction Silt Barrier C Endwall 10' (Typ. ) 50' Max. 50' Max. 50' Max. 50' Max. 50' Max. Limits Of Construction Silt Barrier Silt Barrier Sod

Ditch Bottom Inlet

L Median Ditch

Cross Drain Sod

Ditch

10 EROSION CONTROL DETAILS

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DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

DARYL R. MYERS, PE

JACKSONVILLE, FL 32216-3685 CERTIFICATE OF AUTHORIZATION 00007961 N.T.S. (D-907)

TURBIDITY BARRIERS

LEGEND 2 Shore Line Limits Of Const. S tr e_a m O r Limits Of Const. Turbidity Barriers 1 8 " M i n . 5 ' O r M o r e 3 ' T id a l C r_e e_k 6' Max. 8 " (600 lb. Breaking Strength) 18 Oz. Nylon Reinforced

PVC Fabric (300 psi Test)

quality requirements. The barrier type(s) will

be under the pay item(s) established in the Shore Line

2. Number and spacing of anchors dependent on current velocities.

TYPE I 18 Oz. Nylon Reinforced PVC Fabric (300 psi Test)

Flotation (6" Dia. Equiv.) (12 Lbs. Per Ft. Buoyancy)

TYPE II

Curtain To Reach Bottom Up To Depths of 10'. Two (2) Panels To Be Used For Depths Greater Than 10' Unless Special Depths Specifically Called For In The Plans or As Determined By The Engineer.

With Lacing Grommets

D =5' Std. (Single Panel For Depths 5' or Less). D =5' Std. (Additional Panel For Depths Greater Than 5').

18 Oz. Nylon Reinforced PVC Fabric (300 psi Test) 1.33 Lbs/Ft. Min.)

STAKED TURBIDITY BARRIER

Post (Options: 2" x 4" Or Per Ft. Buoyancy)

Flotation (8" Dia. Equiv.) (17 lbs.

Closed Cell Solid Plastic Foam (9800 Lbs. Breaking Strength) With

Closed Cell Solid Plastic Foam

Existing Causeway

Proposed Toe Of Slope

Structure Alignment 100' Typical 1 0 0 ' 10 0' T y p i c a l Typic al 100' Shore Line

conditions and meet erosion control and water be at the Contractors option unless otherwise specified in the plans, however payment will Note:

creeks may be either floating, or staked types or any combinations of types that will suit site

position unless otherwise directed by the Engineer.

Current

plans for Floating Turbidity Barrier and/or Staked Turbidity Barrier. Posts in staked turbidity barriers to be installed in vertical D2

D

Mooring Buoy w/Anchor

Turbidity barriers for flowing streams and tidal

FLOATING TURBIDITY BARRIERS

Slotted PVC Connector Pipe (Metal Collar Reinforced)

Galvanized Connectors (Tool Free Disconnect)

1

D

Stress Plate

NOTES:

TURBIDITY BARRIER APPLICATIONS

Ty pic al " Galvanized Chain 4 1 Anchor

Barrier Movement Due To Current Action Pile Locations Dredge Or Fill Area

water regardless of water depth.

1. Turbidity barriers are to be used in all permanent bodies of

accommodate construction operations.

3. Deployment of barrier around pile locations may vary to

operations.

4. Navigation may require segmenting barrier during construction

" Polypro Rope 8 5 " Galvanized Chain 16 5

" Min. Dia. Wood; Steel 2

1 2 " Vinyl Sheathed EAW Steel Cable

16 5

Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).

TYPE IV SILT FENCE TYPE III SILT FENCE

Filter Fabric (In Post (Options: 4"x 4" Wood

1.33 Lbs/Ft. Min.)

Conformance With 10' Max.

ELEVATION

Sec. 985 FDOT Spec.)

3 ' O r M o r e

(Index No. 452 & Sec. 985 FDOT Spec.)

8

"

or 3" Min. Dia. Steel

1 8 " M i n . 3 '

Poultry Mesh (20. Ga. Min.)

Or Type A Fence Fabric

SECTION

Principle Post Position

Type A Fence Fabric Poultry Mesh Or V e r t i c a l Silt Flow Filter Fabric Positions Optional Post SECTION

Principle Post Position

Filter Fabric Silt Flow Optional Post Positions

V e r t i c a l 20± ELEVATION 6' Max. Wood; Steel Conformance With 1.33 Lbs/Ft. Min.) Post (Options: 2" x 4" Or

Filter Fabric (In

1 5 " -1 8 " 1 2 " M i n . 8 "

Sec. 985 FDOT Spec.)

3 ' O r M o r e " Min. Dia. 2 1 2

watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water.

Do not deploy in a manner that silt fences will act as a dam across permanent flowing

SILT FENCE APPLICATIONS

Silt Fence

Silt Flow

Type III or Type IV

Type III Or Type IV Silt Fence Protection Around Ditch Bottom Inlets.

N.T.S. (D-908)

SILT FENCE TYPE III & IV

structures above.

Note: Spacing for Type III Fence to be in and ditch installations at drainage accordance with Chart I, Plate D-906 Silt Flow

Type IV Silt Fence Type III Silt Fence Silt Flow

TEMPORARY SEDIMENT BASIN

N.T.S. OUTLET INLET 4:1 4:1 PERMANENT STORM WATER BASIN

TEMPORARY SEDIMENT BASIN 3600 CF/ACRE OF DISTURBED AREA.

NOTE: THIS REPRESENT THE OPTIMUM LOCATION OF THE TEMPORARY SEDIMENT BASIN. OTHER ON-SITE LOCATIONS MAY ALSO BE APPROPRIATE.

N.T.S. (D-914)

DIVERSION DIKE

L

Maximum Grade of 1% for a Transition of 15' Minimum Diversion or Dike 0% Channel Grade 2:1 or Flatter Undisturbed Soil 6" Min. Section A-A LEVEL SPREADER 6 ' M i n . A A 6'Min. 3:1 Slope or Flatter 2' Min. Compacted Soil 1 8 " M in . 4.5' Min. Flow

cut or fill slope

TEMPORARY DIVERSION DIKE 50 FT. MINIMUM EXISTING GROUND A A 50 FT. MINIMUM 6 FT. MINIMUM 15 FT. MINIMUM 6 FT. MINIMUM 10 FT. MINIMUM SIDE VIEW N.T.S. PLAN VIEW N.T.S. SECTION A-A N.T.S. EXISTING ROADWAY EXISTING ROADWAY N.T.S.

(WITH CURB)

SOIL TRACKING PREVENTION DEVICE

CONSTRUCTION ENTRANCE

6 IN. MINIMUM 15 FT. MINIMUM MINIMUM 3 IN. AGGREGATE FDOT #1 COARSE AGGREGATE FDOT #1 COARSE (1.5" - 3.5" STONE) FDOT #1 COARSE AGGREGATE

10' 5'

EDGES (TYP.) 4" MIN. AT

CURB AND GUTTER

FDOT TYPE D-1 FILTER FABRIC,

CURB AND GUTTER 6 IN. MINIMUM (TYP.)

FILTER FABRIC 50 FT. MINIMUM EXISTING GROUND A A 50 FT. MINIMUM 6 FT. MINIMUM 15 FT. MINIMUM 6 FT. MINIMUM 6 IN. MINIMUM 15 FT. MINIMUM 10 FT. MINIMUM FILTER FABRIC MINIMUM 3 IN. SIDE VIEW N.T.S. PLAN VIEW N.T.S. SECTION A-A N.T.S. EXISTING ROADWAY EXISTING ROADWAY N.T.S. EXISTING DITCH

(WITH DITCH)

SOIL TRACKING PREVENTION DEVICE

CONSTRUCTION ENTRANCE

AGGREGATE FDOT #1 COARSE AGGREGATE FDOT #1 COARSE (1.5" - 3.5" STONE) FDOT #1 COARSE AGGREGATE

CENTERLINE EXISTING DITCH COMPACTED BACKFILL 5' EDGES (TYP.) 4" MIN. AT 10' MIN. (TYP.) 6 IN.

FILTER FABRIC FDOT TYPE D-1

DURING CONSTRUCTION

TO ALLOW STORMWATER FLOW THROUGH EXISTISTING DITCH CONSTRUCT TEMPORARY OR PERMANENT CULVERT PIPE

CULVERT

11 EROSION CONTROL DETAILS

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DEPARTMENT OF PUBLIC WORKS

CITY OF JACKSONVILLE BEACH

INLET DETAILS

FDOT DITCH BOTTOM

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