NW

55T

H S

T

NW 8TH AVE

NW 23RD AVE

NW

43R

D S

T

S

R

2

6

17+00

10+00

25+86

20+00

DESCRIPTION

INDEX OF SHEETS

SHEET

UTILITIES ENCOUNTERED

LOCATION MAP

SHEET

DATE:

DATE:

DATE:

DATE:

1

CERTIFICATION TO PLANS

SPECIFICATIONS AS CONTAINED HEREIN WERE DESIGNED TO APPLICABLE

STANDARDS AS SET FORTH IN THE "MANUAL OF UNIFORM MINIMUM STANDARDS

FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS",

STATE OF FLORIDA, AS PREPARED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION

TALLAHASSEE, FLORIDA. DATED 2016, UNLESS OTHERWISE STATED.

ENGINEER:DATE: REG. NO. 72414

DESIGNED BY:LGM

DRAWN BY : LGM

CHECKED BY: MWE

LOCATION MAP

ENGINEER

OF

APPROVED BY:

1KEY SHEET

27

THIS IS TO CERTIFY THAT THE CONSTRUCTION PLANS AND

PROJECT

LOCATION

SECTION 34 TOWNSHIP 09S. RANGE 19E

05-31-2016

PROJECT NO: FW2656

05-31-2016

05-31-2016

05-31-2016

1" = 1,500'

LEE GRAY MULLON

ENGINEER, PE

FL PE #72414

CERTIFICATE 4321

1511 EAST STATE ROAD 434 SUITE 1005

WINTER SPRINGS, FL 32708

POWER: GRU PHONE: 352-393-6484

PHONE: AT&T PHONE: 954-249-0558

SEWER: GRU PHONE: 352-393-6484

CATV: COX PHONE: 850-857-4559

WATER: GRU PHONE: 352-393-6484

GAS: GRU PHONE: 352-393-6484

THESE UTILITY PROVIDERS WERE IDENTIFIED VIA A

'SUNSHINE ONE' DESIGN TICKET REQUEST DATED 4/29/15

CONSTRUCTION PLANS FOR

SUBURBAN HEIGHTS BEVILLE CREEK RESTORATION

CITY OF GAINESVILLE, FLORIDA

90% PLANS

MAY 31, 2016

2SUMMARY OF PAY ITEMS AND QUANTITIES

3GENERAL NOTES

4PROJECT LAYOUT

6-9PLAN AND PROFILE

DRAINAGE AND EROSION PROTECTION DETAILS

10-16

26

25

CROSS SECTIONS

SWPPP MAPS

SWPPP DETAILS

17-23

BEVILLE CREEK

BEVILLE CREEK

BEVILLE CREEK

WATERSHED

DATE BYREVISIONS

PROJECT NOTES:

1. GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA

DEPARTMENT OF TRANSPORTATION, STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,

2016 EDITION, AS AMENDED BY CONTRACT DOCUMENTS.

2. PLANS WERE PREPARED ACCORDING TO AVAILABLE

INFORMATION TO ADEQUATELY ADDRESS CONDITIONS AS

THEY EXISTED AT THE TIME OF PLANS PREPARATION.

NEEDS, CONDITIONS AND OWNERSHIP OF PROPERTIES

MAY HAVE CHANGED SINCE PROJECT DESIGN. THE CITY'S

REPRESENTATIVE WILL ADDRESS CHANGES AND NEEDS

WITH THE PROPERTY OWNER OR THEIR

REPRESENTATIVES. CONTRACTOR SHALL WORK WITH THE

COUNTY'S REPRESENTATIVE IN ADDRESSING AND MEETING

NEEDS AND CONDITIONS THAT MAY HAVE CHANGED SINCE

PLANS PREPARATION.

3. THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO

REPRODUCTION.

4. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND

ARE BASED ON NGS BENCHMARKS "I75 73 B16" (PID#

AR0384/ELEVATION = 95.52' NAVD 88) AND "I75 73 B16 RM2"

(PID# AR0386/ELEVATION = 94.19' NAVD 88).

5. ONLY VISIBLE, ABOVE GROUND INDICATORS OF UTILITIES

ARE SHOWN IN THESE PLANS. UNDERGROUND UTILITIES,

FOUNDATIONS, OR OTHER IMPROVEMENTS, IF ANY, WERE

NOT LOCATED EXCEPT AS SHOWN.

6. ONLY TREES 6" AND LARGER (DBH) WERE LOCATED

(UNLESS OTHERWISE SHOWN).

7. THE BEARINGS SHOWN HEREON ARE BASED THE WEST

LINE OF LOTS 46-49, SUBURBAN HEIGHTS, PLAT BOOK H,

PAGE 24 AS BEING N00°53'12"W AND ARE REFERENCED TO

THE FLORIDA STATE PLANE COORDINATE SYSTEM (FSPCS),

FLORIDA NORTH ZONE, NORTH AMERICAN DATUM (NAD

83/2011). BEARING VALUES ARE BASED ON GPS/RTK

OBSERVATIONS AND RTK CORRECTIONS FROM THE

FLORIDA DEPARTMENT OF TRANSPORTATION'S - FLORIDA

PERMANENT REFERENCE NETWORK. GPS/RTK

CORRECTIONS WERE VERIFIED TO NGS HORIZONTAL

CONTROL STATIONS "I75 73 B16" (PID# AR0384), "A097" (PID#

AR1759) AND "N 733" (PID# DL6491).

8. THE PROJECT SURVEY WAS PERFORMED WITHOUT THE

BENEFIT OF AN ABSTRACT OF TITLE. THERE MAY BE

INSTRUMENTS OF RECORD AND NOT OF RECORD,

AFFECTING THE SUBJECT PARCEL THAT ARE NOT SHOWN

ON THIS SURVEY.

SUNSHINE STATE ONE CALL OF FLORIDA

CALL BEFORE YOU DIG!

1-800-432-4770

1. CALL 800-432-4770 TWO FULL BUSINESS

DAYS (BUT NOT MORE THAN FIVE)

BEFORE DIGGING TO FIND OUT WHERE

BURIED FACILITIES (ELECTRIC, GAS,

TELECOMMUNICATION, CABLE, WATER)

ARE LOCATED.

2. WAIT THE REQUIRED TIME FOR THE SITE

TO BE LOCATED AND MARKED WITH

COLOR-CODED PAINT, FLAGS OR

STAKES, AND CONFIRM THAT THE SITE

HAS BEEN LOCATED.

3. RESPECT AND PROTECT THE MARKS

DURING THE PROJECT. IF MARKS ARE

DESTROYED, REQUEST A NEW LOCATE

TICKET.

4. DIG SAFELY, USING EXTREME CAUTION

WHEN DIGGING WITHIN 24 INCHES ON

EITHER SIDE OF THE MARKS TO AVOID

HITTING THE BURIED UTILITY LINES.

GEOTECHNICAL DATA SHEETS

5DEMOLITION PLAN

24

27SWPPP NOTES

1-2TOPOGRAPHIC SURVEY (BY DEGROVE)

BY DESCRIPTIONDATEREVISIONS SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434SUITE 1005

WINTER SPRINGS, FL 32708

P:\PRO

JECT

S\GAIN

ESVIL

LE_S

W_1

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56_S

UBUR

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HEIG

HTS_

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IGN\F

W26

56P0

20.DW

G (3

1 May

2016

- 3:12

PM) L

Mullon

SUBURBAN HEIGHTSBEVILLE CREEKRESTORATION Lee G. Mullon

FL PE# 72414

SUMMARY OF QUANTITIES2

SUMMARY OF PAY ITEMS

REFERENCE

NUMBER

PAY ITEM

NUMBER

DESCRIPTION UNIT

QUANTITY TOTAL

PLANS FINAL

1 101- 1 MOBILIZATION LS 1

2 102- 1 MAINTENANCE OF TRAFFIC LS 1

3 104- 1 PREVENTION, CONTROL AND ABATEMENT OF EROSION AND WATERPOLLUTION LS 1

4 110-1-1 CLEARING AND GRUBBING LS 1

5 120- 1 REGULAR EXCAVATION CY 550

6 120-6 EMBANKMENT CY 370

7 530-3-4A RIP-RAP TYPE 'A' TN 260

8 530-3-4B BOULDER TYPE 'A' AND 'B' TN 1240

9 530-76-3 GABION BASKET, 36" CY 55

10 550-102-2 FENCING, TYPE B, 6.0' STANDARD LF 1400

11 570-2 BAHIA SEEDING SY 3275

12 900-1 GEOWEB 4" DEPTH SIZE 20V WITH ATRA SOIL ANCHORS AND TENDONS SF 2205

13 900-2 C125 EROSION CONTROL BLANKET SY 3025

14 900-3 AS-BUILT PLANS LS 1

15 900-4 GROUNDWATER DEWATERING DAY 30

SUMMARY OF EARTHWORK

STATION TO STATION

CY

P F

EXCAVATION 550

EMBANKMENT 370

PAY ITEM FOOTNOTES: - 104-1 - INCLUDES THE COST TO REMOVE ANY INTERNAL DEBRIS AND SAND/SILT THEREFROM. ALSO INCLUDES THE COST OF SILT FENCE, STAKEDTURBIDITY BARRIER CHECK DAM, SYNTHETIC HAY BALES, 6ML VISQUEEN LINER, BASEFLOW BYPASS PUMPING, AND SOIL TRACKING PREVENTIONDEVICE AS SHOWN IN THE PLANS OR AS DIRECTED BY THE CITY.- 110-1-1 - INCLUDES CLEARING AND GRUBBING OF ALL VEGETATION NEEDED TO BE REMOVED FOR CONSTRUCTION. INCLUDES THE DEMOLITION OF ALL

STRUCTURES INDICATED ON THE DEMOLITION PLAN. INCLUDES REMOVAL, AND PERMITTING OF OFF-SITE DISPOSAL OR ON-SITE UTILIZATION OF ALLMATERIALS, ABANDONED UTILITIES, AND OBSTRUCTIONS. INCLUDES TEMPORARY REMOVAL OF RESIDENTIAL FENCING AND ANCILLARY MATERIAL.

- 120-6 - INCLUDES GRADING OF SLOPES, COMPACTION, FINAL DRESSING, AND ALL WORK REQUIRED FOR COMPLETING THE PROJECT THAT IS NOT PAIDFOR UNDER THE OTHER PAY ITEMS.

- 530-4A - 530-4B - INCLUDES INSTALLATION OF NONWOVEN GEOFABRIC.- 550-102-2 - INCLUDES THE FULL REPLACEMENT OF ALL REMOVED RESIDENTIAL FENCING AS INDICATED ON THE PLAN. TEMPORARY CONSTRUCTIONFENCING SHALL BE PROVIDED FOR ALL REMOVED RESIDENTIAL FENCING DURING CONSTRUCTION OPERATIONS- 570-2 - INCLUDES GROUND PREPARATION, AMENDING TOP 4 INCHES OF SOIL WITH COMPOST MATERIAL, FERTILIZING, SEEDING, WATERING, MOWING

AND COMPLETE MAINTENANCE OF THE GRASSED AREA UNTIL FINAL COMPLETION AND ACCEPTANCE BY THE CITY.- 900-4 - INCLUDES DEWATERING OF GROUNDWATER NECESSARY FOR THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. INCLUDES ANY

NECESSARY PERMITTING AND TESTING REQUIREMENTS OF THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND FLORIDA DEPARTMENT OFENVIRONMENTAL PROTECTION NPDES GENERIC PERMIT FOR DISCHARGE OF GROUNDWATER FROM DEWATERING OPERATIONS.

TYPICAL SECTION BEVILLE CREEKNOT TO SCALE

4'(2' MIN AT

STEP POOLS)

EXISTINGGRADE

PROPOSED GRADESLOPE VARIES

DRAINAGE EASEMENT

xx

xx

xx

xx

xx

xx

xx

xx

PROPOSED GRADESLOPE VARIES

GAS SERVICE(LOCATIONVARIES)

LIMITS OF SEEDING ANDSTABILIZATION WITH

C125 EROSION CONTROL BLANKET(KEY IN BLANKET AT CREST OF

SLOPE PER DETAIL SHEET).

REMOVE AND REPLACERESIDENTIAL FENCING ASNECESSARY TO CONSTRUCTIMPROVEMENTS.

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P030.DW

G (

31 May 2016

-

2:48 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

GENERAL NOTES

3

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH AND CONFORM TO THE MOST STRINGENT REQUIREMENT OF THE PROJECT

SPECIFICATION, THE 2016 EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD

AND BRIDGE CONSTRUCTION (FDOT), AND SUPPLEMENTS THERETO.

2. SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FOR USE IN ESTABLISHING DESIGN CRITERIA FOR THE

PROJECT. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED AND IS NOT TO BE CONSTRUED AS PART OF THE PLANS

GOVERNING CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INQUIRE OF THE ENGINEER IF

ADDITIONAL INFORMATION IS AVAILABLE, TO MAKE ARRANGEMENTS TO REVIEW SAME PRIOR TO BIDDING, AND TO MAKE HIS OWN

DETERMINATION AS TO ALL SUBSURFACE CONDITIONS.

3. ALL PERSONAL PROPERTY, EXCEPT MAIL BOXES, WITHIN THE RIGHT-OF-WAY NOT RELOCATED BY THE PROPERTY OWNER SHALL

BE REMOVED AND REPLACED BY THE CONTRACTOR AS NECESSARY TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE

PLANS.

4. THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. APPROVALS OF

DISPOSAL SITES SHALL BE OBTAINED FROM THE CITY OF GAINESVILLE PRIOR TO DISPOSAL. ALL EXCESS MATERIAL IS THE

PROPERTY OF THE CONTRACTOR.

5. THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS. PRIOR TO SEEDING, THE CONTRACTOR SHALL AMEND THE TOP 4 INCHES

OF SOIL WITH COMPOST. AN EROSION CONTROL BLANKET SHALL BE INSTALLED OVER THE SEEDED AREAS. THE CONTRACTOR

SHALL WATER THE SEEDED AREA UNTIL THE GRASS IS EVIDENT BENEATH THE EROSION CONTROL BLANKET.

6. ALL OFFSETS SHOWN ARE TO PROPOSED BASELINES OF CONSTRUCTION.

7. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH REQUIREMENTS OF THE ST. JOHNS RIVER WATER MANAGEMENT

DISTRICT AND U.S. ARMY CORPS. PAYMENT IS INCLUDED IN THE UNIT PRICES STATED ON THE SUMMARY OF PAY ITEMS; EXCLUDING

ITEMS SPECIFIED ELSEWHERE. ENVIRONMENTAL CONTROLS SHALL BE USED AT LOCATIONS DESIGNATED IN THE PLANS AND/OR

DESIGNATED BY THE ENGINEER.

8. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND AND OTHER UTILITIES IS

BASED ON AVAILABLE RECORDS AND SURVEYS BUT IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR

SHALL MAKE HIS/HER OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID

DAMAGE THERETO AND IS RESPONSIBLE FOR COORDINATING UTILITY RELOCATION WITH PROJECT CONSTRUCTION. PRIOR TO

EXCAVATING THE CREEK OR INSTALLING EROSION CONTROL INFRASTRUCTURE, THE CONTRACTOR SHALL DETERMINE IF

DRAINAGE/UTILITY CONFLICTS EXIST. INFORMATION ON CONFLICTS IS TO BE SUBMITTED TO THE ENGINEER AS SOON AS POSSIBLE

AFTER DISCOVERY FOR RESOLUTION.

9. PRIOR TO COMMENCEMENT OF WORK CONTRACTOR SHALL CALL SUNSHINE ONE 48 HOURS IN ADVANCE OF PERFORMING ANY

UTILITY ADJUSTMENTS OR RELOCATIONS. SUNSHINE ONE PHONE NUMBER IS 1-800-432-4770.

10. UTILITIES ARE TO BE ADJUSTED BY OTHERS OR AS DIRECTED BY THE ENGINEER.

11. THE CONTRACTOR SHALL NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION AS

REQUIRED BY CHAPTER 77-153 OF THE FLORIDA STATUTES. IMPROVEMENTS AROUND GAS UTILITIES ARE REQUIRED TO HAVE A

REPRESENTATIVE FROM THE GAS UTILITY PRESENT TO ENSURE SAFE CONSTRUCTION PRACTICES ARE ADHERED TO.

12. INSTALLATION OR RELOCATION OF ANY UTILITY, SHALL MAINTAIN PROPER UTILITY SEPARATIONS PER FDEP 62-555.314, LOCATION

OF PUBLIC WATER SYSTEM MAINS.

13. ALL EXISTING DRAINAGE STRUCTURES AND PIPES IF ABANDONED WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REMOVED,

UNLESS OTHERWISE SHOWN IN THE PLANS OR DIRECTED BY THE ENGINEER.

14. DESIGN CHANGES OF PIPE INVERTS NOT EXCEEDING PLUS OR MINUS ONE FOOT WILL NOT BE CONSIDERED AS A BASIS FOR

ADDITIONAL COMPENSATION FOR THE PERTINENT PIPE BID ITEM OR FOR MODIFICATION OF PRECAST STRUCTURES.

15. ALL (P.R.M.'s) IRONS AND MONUMENTS SHOWN ON PLANS, OR FOUND, SHALL BE PRESERVED. THOSE SHOWN IN PROPOSED

PAVEMENT SHALL BE PROTECTED WITH A CAST IRON VALVE BOX.

16. ANY U.S.C. AND G.S. MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF IN DANGER OF DAMAGE, THE

CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND CITY, AND SHALL NOTIFY:

STATE GEODETIC ADVISOR, 3900 COMMONWEALTH BOULEVARD, SUITE 309, TALLAHASSEE, FL, 850-245-2606

17. PUBLIC LAND CORNERS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF

BEING DESTROYED OR DISTURBED, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE CITY SURVEYOR,

WITHOUT DELAY. THE CONTRACTOR SHALL PROVIDE WRITTEN FOLLOW UP CONFIRMATION WITHIN 48 HOURS OF TELEPHONE

NOTIFICATION.

18. PRIOR TO BEGINNING ANY CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITY OF GAINESVILLE A SET OF FIELD NOTES

VERIFYING THE BENCHMARK ELEVATIONS AND THE REFERENCE POINT TIES SHOWN ON THE TITLE SHEET AND PROJECT LAYOUT

SHEET, AND/OR A SET OF FIELD NOTES FOR ALL ADDITIONAL BENCHMARK AND REFERENCE POINT TIES PROPOSED TO BE USED IN

CONSTRUCTING THE PROJECT WITH THEIR LOCATION, DESCRIPTION AND ELEVATION, BASED ON THE PROJECT DATUM. ALL

SUBMITTALS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA.

19. THE CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNS AS REQUIRED DURING CONSTRUCTION. SIGNS, WHICH ARE

DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY. THE CONTRACTOR

SHALL REMOVE AND STORE EXISTING TRAFFIC SIGNS THAT ARE NOT USED DURING CONSTRUCTION. THE CONTRACTOR SHALL

RE-INSTALL THE STORED SIGNS AS DIRECTED BY THE ENGINEER. DAMAGED SIGNS SHALL BE REPLACED BY THE CONTRACTOR AT

NO COST TO THE CITY OF GAINESVEILLE. COST OF RELOCATION, MAINTENANCE, REMOVAL AND LEFTOVER SHALL BE INCLUDED IN

THE UNIT PRICES STATED ON THE SUMMARY OF PAY ITEMS.

20. ALL EXCAVATIONS SHALL BE REQUIRED TO CONFORM TO THE PROVISION OS PART IV OF CHAPTER 553.60, F.S., AKA THE "TRENCH

SAFETY ACT". TO PROTECT EXISTING PAVEMENT, STRUCTURES, FOUNDATIONS, AND CONSTRUCTION PERSONNEL DURING

CONSTRUCTION OF THE PROJECT.

21. CONTRACTOR IS TO MAINTAIN UNINTERRUPTED ACCESS TO ALL DRIVEWAYS AND SIDE STREETS AT ALL TIMES AND IS TO NOTIFY

PROPERTY OWNERS FIVE DAYS PRIOR TO STARTED CONSTRUCTION.

22. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK (INCLUDING FENCING) SHALL BE RESTORED TO A CONDITION

EQUAL TO OR BETTER THAN THE EXISTING CONDITION. COST TO BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA

COMPENSATION WILL BE ALLOWED.

23. ALL EXISTING TREES WITHIN THE RIGHT-OF-WAY THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHALL BE REMOVED. ALL

OTHER TREES SHALL REMAIN AND BE PROTECTED DURING CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS OR

DIRECTED BY THE ENGINEER.

24. CREEK SIDE SLOPES FLATTER THAN 1.5H:1V SHALL BE PROTECTED WITH A C125 EROSION CONTROL BLANKET

25. CREEK SIDE SLOPES STEEPER 1.5H:1V AND STEEPER SHALL BE PROTECTED WITH TYPE 'A' OR 'B' BOULDERS OR WITH GEOWEB, AS

DETAILED IN THESE PLANS.

26. A WRITTEN DEWATERING PLAN WITH SCHEMATIC DRAWINGS SHALL BE PROVIDED TO THE CITY OF GAINESVILLE 2 WEEKS PRIOR TO

MOBILIZATION FOR REVIEW AND APPROVAL. ALL CITY COMMENTS SHALL BE INCORPORATED INTO THE PLAN. COST TO THIS PLAN

SHALL BE INCLUDED IN THE PRICE BID FOR PAY ITEM NO. 101- 1 MOBILIZATION.

27. A MAINTENANCE OF TRAFFIC PLAN SHALL BE PROVIDED TO THE CITY OF GAINESVILLE 2 WEEKS PRIOR TO MOBILIZATION FOR

REVIEW AND APPROVAL. THE MAINTENANCE OF TRAFFIC PLAN SHALL INCLUDE A SCHEDULE FOR ANY FULL OR PARTIAL

RESIDENTIAL LANE CLOSURES. ALL CITY COMMENTS SHALL BE INCORPORATED INTO THE PLAN. COST TO THIS PLAN SHALL BE

INCLUDED IN THE PRICE BID FOR PAY ITEM NO. 102-1 MAINTENANCE OF TRAFFIC.

28. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING TEMPORARY DRAINAGE AND MAINTENANCE OF ALL EXISTING RUNOFF

DISCHARGES DURING CONSTRUCTION TO AVOID THE TRANSPORT OF SEDIMENT AND ERODIBLE SOILS UNTIL THE WORK HAS BEEN

ACCEPTED BY THE CITY OF GAINESVILLE.

29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A STAGING AREA TO STORE EQUIPMENT, SUPPLIES, & MATERIALS, PROVIDE

EMPLOYEE PARKING, AND ETC. FOR THE DURATION OF CONSTRUCTION OR AS APPROVED BY THE ENGINEER. THE USE OF

EXISTING CITY EASEMENTS AND RIGHT OF WAY SHOULD BE USED UNLESS OTHERWISE DIRECTED BY THE CITY. THE CONTRACTOR

SHALL DELINEATE THE LOCATION OF THE STAGING AREA ON THE SWPPP MAPS.

30. ALL CONSTRUCTION ACTIVITIES ARE TO OCCUR WITHIN THE CITY OF GAINESVILLE RIGHT-OF-WAY OR WITHIN CITY EASEMENTS.

CONTRACTOR SHALL NOT ENCROACH OUTSIDE OF CITY EASEMENTS AND RIGHTS-OF-WAY. CONTRACTOR SHALL USE APPROVED

TEMPORARY SHORING OR SHEETING MEASURES AS APPROPRIATE TO MAINTAIN CONSTRUCTION WITHIN LIMITS OF DISTURBANCE.

31. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION AND RESTORE ANY GRADES INSIDE OR OUTSIDE THE

LIMITS OF CONSTRUCTION DISTURBED DURING CONSTRUCTION.

32. CONTRACTOR TO REVIEW GEOTECHNICAL REPORT PREPARED BY GEOHAZARDS DATED SEPTEMBER 10, 2015. THE CONTRACTOR

SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS FOR EARTHWORKS AND SLOPE STABILIZATION.

33. NO MUCK OR OTHER HIGHLY ORGANIC MATERIAL WAS IDENTIFIED DURING THE SITE INVESTIGATION. HOWEVER, SHOULD THE

CONTRACTOR ENCOUNTER MUCK DEPOSITS DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE CITY

AND ENGINEER OF RECORD.

34. APPROVED SHORING OR SHEETING MEASURES SHALL NOT USE VIBRATORY INSTALLATION IF WITHIN 100 FEET OF ADJACENT

STRUCTURES.

35. CONTRACTOR SHALL REFERENCE THE TOPOGRAPHIC SURVEYED PREPARED BY DEGROVE SURVEYORS, DATED DECEMBER 12,

2015. THIS SURVEY IS MADE PART OF THESE CONTRACT DOCUMENTS.

© 2016 Microsoft Corporation

(50' RIGHT OF WAY )

(5

0' R

IG

HT

O

F W

AY

)

NW

4

9T

H R

OA

D

NW 12TH ROAD

25+86

20+00

21+00

22+00

23+00

24+00

25+00

17+

00

10+

00

11+

00

12+00

13+00

14+

00

15+

00

16+

00

17+

00

BENCHMARK 2

ELEV. 155.68

NORTHING: 248155.70

EASTING: 2636265.50

BENCHMARK 1

ELEV. 144.75

NORTHING: 247629.23

EASTING: 2636615.89

BENCHMARK 3

ELEV. 148.96

NORTHING: 247680.00

EASTING: 2636289.00

BASELINE NS

BASELINE EW

BASELINE NS

STA 10+00.00

N 248279.22

E 2636283.67

S0° 53' 12.00"E

700.26'

BASELINE EW

STA 20+00.00

N 247641.12

E 2636270.36

N89° 00' 23.00"E

586.36'

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P040.DW

G (

31 May 2016

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2:48 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

PROJECT LAYOUT

4

N

Feet

0 80 160

LOT LINE (TYP)

50'

EASEMENT

50'

NOTES:

1. THIS PLAN IS TO BE USED FOR PROJECT LAYOUT.

2. THIS PROJECT LAYOUT IS BASED UPON THE PROJECT

SURVEY CONDUCTED BY DEGROVE SURVEYORS. THE

CONTRACTOR SHALL REFER TO THE PROJECT SURVEY

FOR ALL TOPOGRAPHICAL, BOUNDARY,

MONUMENTATION, AND KNOWN UTILITIES (REFER TO

SURVEY NOTES FOR INFORMATION ON IDENTIFIED

UTILITIES).

4. ELEVATIONS SHOWN HEREON ARE REFERENCED TO

THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD

88) AND ARE BASED ON NGS BENCHMARKS "I75 73 B16"

(PID# AR0384/ELEVATION = 95.52' NAVD 88) AND "I75 73

B16 RM2" (PID# AR0386/ELEVATION = 94.19' NAVD 88).

5. ONLY VISIBLE, ABOVE GROUND INDICATORS OF

UTILITIES ARE SHOWN IN THESE PLANS. UNDERGROUND

UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS, IF

ANY, WERE NOT LOCATED EXCEPT AS SHOWN.

6. ONLY TREES 6" AND LARGER (DBH) WERE LOCATED

(UNLESS OTHERWISE SHOWN).

7. THE BEARINGS SHOWN HEREON ARE BASED THE WEST

LINE OF LOTS 46-49, SUBURBAN HEIGHTS, PLAT BOOK H,

PAGE 24 AS BEING N00°53'12"W AND ARE REFERENCED

TO THE FLORIDA STATE PLANE COORDINATE SYSTEM

(FSPCS), FLORIDA NORTH ZONE, NORTH AMERICAN

DATUM (NAD 83/2011). BEARING VALUES ARE BASED ON

GPS/RTK OBSERVATIONS AND RTK CORRECTIONS FROM

THE FLORIDA DEPARTMENT OF TRANSPORTATION'S -

FLORIDA PERMANENT REFERENCE NETWORK. GPS/RTK

CORRECTIONS WERE VERIFIED TO NGS HORIZONTAL

CONTROL STATIONS "I75 73 B16" (PID# AR0384), "A097"

(PID# AR1759) AND "N 733" (PID# DL6491).

8. THE PROJECT SURVEY WAS PERFORMED WITHOUT THE

BENEFIT OF AN ABSTRACT OF TITLE. THERE MAY BE

INSTRUMENTS OF RECORD AND NOT OF RECORD,

AFFECTING THE SUBJECT PARCEL THAT ARE NOT

SHOWN ON THIS SURVEY.

NW 50TH TERRACE

NW 14TH AVENUE

NW

49T

H T

ER

RA

CE

COFRIN NATURE PARK

NW 14TH AVENUE

(50' RIGHT OF WAY )

NW

50T

H T

ER

RA

CE

(5

0' R

IG

HT

O

F W

AY

)

NW

4

9T

H R

OA

D

NW 12TH ROAD

SUBURBAN HEIGHTSPLAT BOOK H, PAGE 34

SUB

UR

BA

N H

EIG

HTS

PLA

T B

OO

K H

, PA

GE

34

KIN

GSW

OO

D T

HIR

D A

DD

ITIO

NPL

AT

BO

OK

G, P

AG

E 96

KIN

GSW

OO

D T

HIR

D A

DD

ITIO

NPL

AT

BO

OK

G, P

AG

E 96

10+

00

11+

00

12+

00

13+

00

14+

00

15+

00

16+

00

17+

00

17+

00

25+86

20+00

21+00

22+00

23+00

24+00

25+00

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P045.DW

G (

31 May 2016

-

2:48 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

DEMOLITION PLAN

5

CONCRETE

DITCH LINING

TO BE REMOVED

REMOVE EXISTING

TREES AT CONSTRUCTION

ENTRANCE

EXISTING TREES WITHIN

LIMITS OF HARD ARMORING

TO BE REMOVED

CONTRACTOR TO COORDINATE WITH

CITY ARBORIST TO DETERMINE IF TREES

WITHIN THE PROPOSED DITCH SHALL

BE REMOVED

PROPERTY

LINE (TYP)

LOT LINE (TYP)

EASEMENT LINE

(TYP)

GAS LINE (TYP)

CONTRACTOR SHALL REFER TO

PLAN/PROFILE AND CROSS

SECTION SHEETS FOR AREAS

OF APPROXIMATE CONFLICT

WITH PROPOSED IMPROVEMENTS.

CONTRACTOR SHALL COORDINATE

WITH THE GAS UTILITY TO PROTECT

AND/OR RELOCATE EXISTING GAS

UTILITIES.

N

Feet

0 80 160

PVC PIPE

TO BE REMOVED

COFRIN NATURE PARK

135

140

145

150

155

135

140

145

150

155

10+83 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+73

-0.3%

EL = 149.66

NW

14T

H A

VE

NU

E

(50' R

IG

HT

O

F W

AY

)

11+00

12+00

13+00

154

150

150

152

154

1

5

4

1

5

6

1

5

5

156

1

5

5

154

152

1

5

5

155

154

153

152

150

151

152

153

154

156

149

BASELINE NS

151

GEOWEB LOCATION

BASELINE NS

STA 11+99.96

OFFSET 9.77' (L)

GEOWEB LOCATION

BASELINE NS

STA 12+31.66

OFFSET 10.06' (L)

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:49 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

PLAN AND PROFILE

5

EXISTING GRADE (TYP)

PROPOSED

GRADE

EXISTING 36" ROUND

CONCRETE PIPE

EXISTING HEADWALL

TO REMAIN

HEADWALL

TO REMAIN

Feet

0 20 40

100 YEAR

96 HOUR FLOOD

PROFILE

CLEAN FILL

GEOWEB

N

EXISTING FENCING IN CONFLICT

WITH THE PROPOSED IMPROVEMENTS

SHALL BE TEMPORARY REMOVED AND

REPLACED IN KIND (TYP).

GEOWEB WITH 20V CELL SIZE

AND 4" DEPTH WITH SOIL

ATRA ANCHORS

NOTES:

1. CREEK SIDE SLOPES FLATTER THAN 1.5H:1V

SHALL BE SEEDED AND OVERLAIN WITH C125

EROSION CONTROL BLANKET. REFER TO

DETAIL SHEET FOR INSTALLATION.

2. CREEK SIDE SLOPES 1.5H:1V AND STEEPER

SHALL BE PROTECTED WITH BOULDERS OR 4"

DEPTH GEOWEB CELL SIZE 20V AND ATRA SOIL

ANCHORS.

TYPE 'A' RIP-RAP

135

140

145

150

155

135

140

145

150

155

13+73 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+6016+63

-0.3%

-5

.0

%

3

.

1

:

1

-

1

.

5

:

1

3

.

0

:

1

-0.3%

-0.5%

-5

.0

%

-

1

.

5

:

1

STA 14+32.45

EL 148.78

STA 14+56.03

EL 147.38

STA 15+55.07

EL 146.67

STA 15+70.65

EL 145.67

EL = 145.38

EL = 143.67

STA 15+47.07

EL 147.07

20+

00

14+00

15+00

16+00

1

5

3

1

5

1

1

5

2

148

150

148

1

5

1

153

1

5

2

152

144

144

1

4

6

1

4

6

153

151

152

150

146

154

152

1

5

3

1

5

4

1

5

2

153

1

5

1

152

1

5

2

151

1

5

2

149

BASELINE NS

BA

SE

LIN

E E

W

GEOWEB LOCATION

BASELINE NS

STA 14+35.10

OFFSET 11.35' (R)

GEOWEB LOCATION

BASELINE NS

STA 14+78.25

OFFSET 11.34' (R)

GEOWEB LOCATION

BASELINE NS

STA 15+47.07

OFFSET 11.88' (R)

GEOWEB LOCATION

BASELINE NS

STA 15+82.27

OFFSET 12.86' (R)

GABION

BASELINE EW

STA 20+41.92

OFFSET 12.04' (R)

GABION

BASELINE NS

STA 16+22.60

OFFSET 11.50' (R)

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:49 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

PLAN AND PROFILE

6

PROPOSED GRADE (TYP)

EXISTING GRADE (TYP)

EXISTING HEADWALL

TOREMAIN. PLACE RIP-RAP

AROUND HEADWALLTO THE

TOP OF STRUCTURE

24'

STEP POOL

24'

STEP POOL

RIPRAP TYPE A

TO EXTEND 10'

BEYOND HEADWALL

BOULDER

TYPE A

DRAINAGE EASEMENT

DRAINAGE EASEMENT

APPROXIMATE EXISTING

GRADE OF EAST-WEST

CREEK SECTION

(LOOKING DOWNSTREAM)

N

Feet

0 20 40

CLEAN FILL

RIP RAP (RIFFLE,

BOULDERS)

GABBION BASKET

GEOWEB

RIP-RAP TYPE A

NON-WOVEN

FILTER FABRIC

RIP-RAP

TYPE A

BOULDER

TYPE A

RIP-RAP TYPE A

NON-WOVEN

FILTER FABRIC

RIP-RAP

TYPE A

EXISTING GAS

100 YEAR

96 HOUR

FLOOD PROFILE

GABBION BASKET

(3'WX1.5'L)

GEOWEB WITH 20V CELL SIZE

AND 4" DEPTH WITH SOIL

ATRA ANCHORS

NOTES:

1. CREEK SIDE SLOPES FLATTER THAN 1.5H:1V

SHALL BE SEEDED AND OVERLAIN WITH C125

EROSION CONTROL BLANKET. REFER TO

DETAIL SHEET FOR INSTALLATION.

2. CREEK SIDE SLOPES 1.5H:1V AND STEEPER

SHALL BE PROTECTED WITH BOULDERS OR 4"

DEPTH GEOWEB CELL SIZE 20V AND ATRA SOIL

ANCHORS.

135

140

145

150

155

135

140

145

150

155

20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 22+90

-0.3%

-0.5%

-5

.0

%

-

1

.

5

:

1

-5

.0

%

-

1

.

5

:

1

3

.

0

:

1

STA 20+97.95

EL 144.73

STA 21+13.53

EL 143.73

STA 22+79.60

EL 142.48

STA 22+85.57

EL 138.48

EL = 141.73

EL = 142.88

20+00

21+00

22+00

23+00

16+

00

1

5

1

1

5

2

150

1

5

1

1

5

2

1

4

6

1

4

6

150

150

148

144

144

149

1

4

3

139

146

145

152

150

146

144

144

153

1

5

1

152

1

5

2

151

1

5

2

1

5

1

1

5

0

149

1

4

9

148

1

4

7

144

145

1

4

6

1

4

7

1

4

8

1

4

9

151

BASELINE EW

BASELINE NS

STA 15+82.27

OFFSET 12.86' (R)

GEOWEB LOCATION

BASELINE EW

STA 20+89.04

OFFSET 15.07' (R)

GEOWEB LOCATION

BASELINE EW

STA 21+67.63

OFFSET 15.28' (R)

GABION

BASELINE EW

STA 20+41.92

OFFSET 12.04' (R)

BASELINE NS

STA 16+22.60

OFFSET 11.50' (R)

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:49 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

PLAN AND PROFILE

7

PROPOSED GRADE (TYP)

EXISTING GRADE (TYP)

STEP POOL

APPROXIMATE EXISTING

GRADE OF NORTH-SOUTH

CREEK SECTION

(LOOKING UPSTREAM)

N

Feet

0 20 40

23'

STEP POOL

100 YEAR

96 HOUR

FLOOD PROFILE

GEOWEB

CLEAN FILL

RIP RAP (RIFFLE,

BOULDERS)

GABBION BASKET

EXISTING GAS

TYPE A

RIP-RAP

NON-WOVEN

GEOFABRIC

TYPE A

BOULDERS

TYPE A

RIP-RAP

TYPE A

RIP-RAP

NON-WOVEN

GEOFABRIC

TYPE A

BOULDERS

GABBION BASKET

GEOWEB WITH 20V CELL SIZE

AND 4" DEPTH WITH SOIL

ATRA ANCHORS (TYP)

NOTES:

1. CREEK SIDE SLOPES FLATTER THAN 1.5H:1V

SHALL BE SEEDED AND OVERLAIN WITH C125

EROSION CONTROL BLANKET. REFER TO

DETAIL SHEET FOR INSTALLATION.

2. CREEK SIDE SLOPES 1.5H:1V AND STEEPER

SHALL BE PROTECTED WITH BOULDERS OR 4"

DEPTH GEOWEB CELL SIZE 20V AND ATRA SOIL

ANCHORS.

RELOCATE FENCE

TO TOP OF PROPOSED

BANK

120

125

130

135

140

120

125

130

135

140

22+90 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80

-

1

.

5

:

1

3

.

0

:

1

-

1

.

5

:

1

3

.

0

:

1

-

4

.

0

:

1

3

.

0

:

1

-

1

.

5

:

1

3

.

0

:

1

-

1

.

5

:

1

3

.

0

:

1

-

3

.

0

:

1

2

.

0

:

1

-0.5%

-5

.0

%

-0.5%

-5

.0

%

-0.5%

-5

.0

%

STA 23+20.78

EL 140.50

EL = 136.50

STA 23+38.32

EL 138.68

STA 23+12.78

EL 140.90

EL = 134.18

EL = 126.95

EL = 126.95

EL = 126.45

EL = 122.24

STA 24+10.81

EL 135.95

STA 24+62.87

EL 128.95

STA 24+80.41

EL 128.45

STA 24+97.88

EL 127.95

STA 25+45.30

EL 131.03

STA 23+64.69

EL 138.18

STA 23+82.54

EL 136.46

STA 23+56.69

EL 138.58

STA 24+02.81

EL 136.35

STA 22+98.15

EL 140.98

STA 24+57.88

EL 128.95

STA 24+75.41

EL 128.45

STA 24+92.88

EL 127.95

23+00

24+00

25+00

25+86

139

139

141

135

1

2

9

128

139

125

1

2

3

139

1

3

5

1

3

0

1

2

5

1

3

0

1

3

1

1

3

2

1

3

3

1

3

9

144

145

1

3

8

1

3

5

1

3

2

1

2

7

1

2

9

1

3

0

1

2

4

1

3

6

1

3

0

1

2

8

1

2

6

1

2

7

1

4

6

1

4

5

1

4

41

4

3

1

4

2

1

4

1

1

4

0

1

3

9

1

3

8

1

3

7

1

3

6

1

3

5

1

3

4

1

3

3

132

131

130

129

1

2

8

1

2

5

1

2

5

1

2

4

128

1

2

9

125

1

3

0

1

3

1

1

3

2

1

3

3

1

3

4

1

3

3

1

3

2

134

1

3

9

1

3

6

1

3

5

1

4

1

1

4

1

1

4

2

1

4

3

144

145

1

3

5

BASELINE EW

GEOWEB LOCATION

BASELINE EW

STA 24+31.60

OFFSET 16.46' (L)

GEOWEB LOCATION

BASELINE EW

STA 24+89.08

OFFSET 43.33' (L)

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:49 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

PLAN AND PROFILE

8

PROPOSED

GRADE (TYP)

EXISTING

GRADE (TYP)

EXISTING HEADWALL

TO REMAIN

26'

STEP POOL

26'

STEP POOL

EXISTING

PVC DRAINS

TO BE

REMOVED

N

Feet

0 20 40

49' CASCADE

100 YEAR

96 HOUR FLOOD

PROFILE

CLEAN FILL

RIP RAP (RIFFLE,

BOULDERS)

GEOWEB

TYPE B

BOULDER

TYPE B

BOULDER

NON-WOVEN

GEOFABRIC

TYPE A

RIP-RAP

TYPE A RIP-RAP

TYPE A RIP-RAP

TYPE A RIP-RAP

TYPE A

RIP-RAP

DOUBLE ROW

OF TYPE B

BOULDER

EXISTING GAS TO

BE RELOCATED TO

NOT CONFLICT WITH

PROPOSED IMPROVEMENTS

NONWOVEN

GEOFABRIC

TYPE B

BOULDER W/

NONWOVEN

GEO FABRIC

DOUBLE ROW

OF TYPE B

BOULDER

NONWOVEN

GEOFABRIC

GAS

SINGLE ROW

TYPE B BOULDER

GEOWEB WITH 20V CELL SIZE

AND 4" DEPTH WITH SOIL

ATRA ANCHORS (TYP)

NOTES:

1. CREEK SIDE SLOPES FLATTER THAN 1.5H:1V

SHALL BE SEEDED AND OVERLAIN WITH C125

EROSION CONTROL BLANKET. REFER TO

DETAIL SHEET FOR INSTALLATION.

2. CREEK SIDE SLOPES 1.5H:1V AND STEEPER

SHALL BE PROTECTED WITH BOULDERS OR 4"

DEPTH GEOWEB CELL SIZE 20V AND ATRA SOIL

ANCHORS.

10'

TEMPORARY

CONSTRUCTION

EASEMENT

30'

TEMPORARY

CONSTRUCTION

EASEMENT

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

12+32

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 40 500-10-20-30-40-50

EA

SE

ME

NT

EA

SE

ME

NT

1

:

1

.

4

1

:

2

.

3

EL 149.43

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

11+63

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

1

.

7

1

:

2

.

4

EL 149.65

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

12+00

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

1

.

7

1

:

2

.

4

EL 149.53

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

12+50

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

1

.

8

1

:

2

.

2

EL 149.37

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:49 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

CROSS SECTIONS

9

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

4' BOTTOM

WIDTH

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GAS

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

EXISTING

GAS

4' BOTTOM

WIDTH

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

EXISTING

GASGEOWEB

WITH SOIL

ANCHORS

EXISTING

SHED

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

EXISTING

GAS

4' BOTTOM

WIDTH

4' BOTTOM

WIDTH

NOTE:

1. ALL PROPOSED NON-ARMORED SIDE

SLOPESSHALL HAVE STAKED NATURAL

FIBER EROSION CONTROL FABRIC.

2. EXTEND STEP-POOL RIP-RAP AND

BOULDERS AT LEAST 2 FEET ABOVE THE

100 YEAR 96 HOUR PROFILE GRADE.

3. NON-ARMORED SIDE SLOPES STEEPER

THAN 1.5H:1.0V SHALL BE REINFORCED

WITH GEOWEB STABILIZATION AND SOIL

ANCHORS, EXCEPT WITHIN POOLS.

4. GAS UTILITY LINES SHALL BE VERIFIED BY

CONTRACTOR. LOCATIONS SHOWN ARE

NOT GUARANTEED TO BE ACCURATE.

5. GAS RELOCATIONS SHALL BE

COORDINATED BY CONTRACTOR AND

RELOCATED BY THE UTILITY PROVIDER TO

A LOCATION WHICH DOES NOT CONFLICT

WITH THE PROPOSED IMPROVEMENTS.

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

14+00

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

2

.

5

1

:

1

.

9

EL 148.88

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

13+00

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

2

.

2

1

:

2

.

2

EL 149.21

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

13+50

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

2

.

7

1

:

1

.

9

EL 149.05

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

14+45

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

1

.

5

1

:

1

.

3

EL 145.38

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:49 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

CROSS SECTIONS

10

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

4' BOTTOM

WIDTH

EXISTING

GAS

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

4' BOTTOM

WIDTH

EXISTING

GAS

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

4' BOTTOM

WIDTH

EXISTING

GAS

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

EXISTING GAS

EXISTING

GRADE

2' BOTTOM

WIDTH

TYPE A

BOULDER

NONWOVEN

GEOFABRIC

ANCHORED INTO

TRENCH

NOTE:

1. ALL PROPOSED NON-ARMORED SIDE

SLOPESSHALL HAVE STAKED NATURAL

FIBER EROSION CONTROL FABRIC.

2. EXTEND STEP-POOL RIP-RAP AND

BOULDERS AT LEAST 2 FEET ABOVE THE

100 YEAR 96 HOUR PROFILE GRADE.

3. NON-ARMORED SIDE SLOPES STEEPER

THAN 1.5H:1.0V SHALL BE REINFORCED

WITH GEOWEB STABILIZATION AND SOIL

ANCHORS, EXCEPT WITHIN POOLS.

4. GAS UTILITY LINES SHALL BE VERIFIED BY

CONTRACTOR. LOCATIONS SHOWN ARE

NOT GUARANTEED TO BE ACCURATE.

5. GAS RELOCATIONS SHALL BE

COORDINATED BY CONTRACTOR AND

RELOCATED BY THE UTILITY PROVIDER TO

A LOCATION WHICH DOES NOT CONFLICT

WITH THE PROPOSED IMPROVEMENTS.

GEOWEB WITH ANCHOR

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

15+64

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

1

.

7 1

:

1

.

2

EL 143.67

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

15+00

(BASELINE NS)

SCALE: 1"=20'

135

140

150

160

135

140

150

160

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

2

.

0

1

:

1

.

5

EL 147.23

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

15+50

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

2

.

8

1

:

1

.

7

EL 146.92

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

15+95

(BASELINE NS)

SCALE: 1"=20'

140

150

160

170

140

150

160

170

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EA

SE

ME

NT

1

:

2

.

3

1

:

2

.

5

EL 145.50

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:49 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

CROSS SECTIONS

11

EXISTING

HEADWALL TO

REMAIN

TYPE B BOULDER

WITH NONWOVEN

GEOFABRIC ANCHORED

INTO TRENCH

TYPE A

RIP-RAP

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

EXISTING

GAS

4' BOTTOM

WIDTH

GEOWEB WITH

SOIL ANCHORS

4' BOTTOM

WIDTH

EXISTING

GAS

TYPE A

RIP-RAP

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

3' BOTTOM

WIDTH

EXISTING

GAS

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

GEOWEB

EXISTING

GAS

NOTE:

1. ALL PROPOSED NON-ARMORED SIDE

SLOPESSHALL HAVE STAKED NATURAL

FIBER EROSION CONTROL FABRIC.

2. EXTEND STEP-POOL RIP-RAP AND

BOULDERS AT LEAST 2 FEET ABOVE THE

100 YEAR 96 HOUR PROFILE GRADE.

3. NON-ARMORED SIDE SLOPES STEEPER

THAN 1.5H:1.0V SHALL BE REINFORCED

WITH GEOWEB STABILIZATION AND SOIL

ANCHORS, EXCEPT WITHIN POOLS.

4. GAS UTILITY LINES SHALL BE VERIFIED BY

CONTRACTOR. LOCATIONS SHOWN ARE

NOT GUARANTEED TO BE ACCURATE.

5. GAS RELOCATIONS SHALL BE

COORDINATED BY CONTRACTOR AND

RELOCATED BY THE UTILITY PROVIDER TO

A LOCATION WHICH DOES NOT CONFLICT

WITH THE PROPOSED IMPROVEMENTS.

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

21+50

(BASELINE EW)

SCALE: 1"=20'

135

140

150

160

135

140

150

160

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

1

:

1

.

6

1

:

1

.

6

EL 143.53

PL

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

20+50

(BASELINE EW)

SCALE: 1"=20'

135

140

150

160

135

140

150

160

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

1

:

1

.

6

1

:

2

.

3

EL 145.27

PL

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

21+06

(BASELINE EW)

SCALE: 1"=20'

135

140

150

160

135

140

150

160

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

1

:

1

.

2

1

:

1

.

2

EL 141.73

PL

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

20+25

(BASELINE EW)

SCALE: 1"=20'

135

140

150

160

135

140

150

160

0 10 20 30 400-10-20-30-40

PL

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:50 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

CROSS SECTIONS

12

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING GAS

EXISTING FENCE

TO BE TEMPORARILY

REMOVED FOR PROPOSED

CONSTRUCTION IMPROVEMENTS

CONTRACTOR SHALL

RECONSTRUCT EXISTING

FENCING IN-KIND.

4' BOTTOM

WIDTH

EXISTING

GAS

TYPE B

BOULDERS WITH

NONWOVEN GEOFABRIC

EXISTING

GAS

RELOCATE FENCE

TO THE TOP OF

PROPOSED BANK

2' BOTTOM

WIDTH

EXISTING

GAS

NOTE:

1. ALL PROPOSED NON-ARMORED SIDE

SLOPESSHALL HAVE STAKED NATURAL

FIBER EROSION CONTROL FABRIC.

2. EXTEND STEP-POOL RIP-RAP AND

BOULDERS AT LEAST 2 FEET ABOVE THE

100 YEAR 96 HOUR PROFILE GRADE.

3. NON-ARMORED SIDE SLOPES STEEPER

THAN 1.5H:1.0V SHALL BE REINFORCED

WITH GEOWEB STABILIZATION AND SOIL

ANCHORS, EXCEPT WITHIN POOLS.

4. GAS UTILITY LINES SHALL BE VERIFIED BY

CONTRACTOR. LOCATIONS SHOWN ARE

NOT GUARANTEED TO BE ACCURATE.

5. GAS RELOCATIONS SHALL BE

COORDINATED BY CONTRACTOR AND

RELOCATED BY THE UTILITY PROVIDER TO

A LOCATION WHICH DOES NOT CONFLICT

WITH THE PROPOSED IMPROVEMENTS.

GABION

BASKET

ROCK BEDDING

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

23+00

(BASELINE EW)

SCALE: 1"=20'

130

140

150

160

130

140

150

160

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

1

:

4

.

2

1

:

2

.

0

EL 140.97

PL

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

22+50

(BASELINE EW)

SCALE: 1"=20'

130

140

150

160

130

140

150

160

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

1

:

2

.

9 1

:

2

.

2

EL 143.00

PL

1

:

1

.

8

1

:

1

.

4

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

22+86

(BASELINE EW)

SCALE: 1"=20'

130

140

150

160

130

140

150

160

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

EL 138.48

PL

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

22+00

(BASELINE EW)

SCALE: 1"=20'

135

140

150

160

135

140

150

160

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

1

:

2

.

0

1

:

1

.

7

EL 143.26

PL

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:50 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

CROSS SECTIONS

13

EXISTING FENCE

TO BE RELOCATED

TO THE PROPOSED

TOP OF BANK

EXISTING FENCE

TO BE RELOCATED

TO THE PROPOSED

TOP OF BANK

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

4' BOTTOM

WIDTH

EXISTING

GAS

EXISTING

GAS

EXISTING

GAS

EXISTING

GAS

TYPE A

RIP-RAP

EXISTING FENCE

TO BE RELOCATED

TO THE PROPOSED

TOP OF BANK

TYPE B

BOULDER

WITH NONWOVEN

GEOFABRIC

ANCHOR GEOFABRIC

INTO TRENCH

EXISTING GAS

NOTE:

1. ALL PROPOSED NON-ARMORED SIDE

SLOPESSHALL HAVE STAKED NATURAL

FIBER EROSION CONTROL FABRIC.

2. EXTEND STEP-POOL RIP-RAP AND

BOULDERS AT LEAST 2 FEET ABOVE THE

100 YEAR 96 HOUR PROFILE GRADE.

3. NON-ARMORED SIDE SLOPES STEEPER

THAN 1.5H:1.0V SHALL BE REINFORCED

WITH GEOWEB STABILIZATION AND SOIL

ANCHORS, EXCEPT WITHIN POOLS.

4. GAS UTILITY LINES SHALL BE VERIFIED BY

CONTRACTOR. LOCATIONS SHOWN ARE

NOT GUARANTEED TO BE ACCURATE.

5. GAS RELOCATIONS SHALL BE

COORDINATED BY CONTRACTOR AND

RELOCATED BY THE UTILITY PROVIDER TO

A LOCATION WHICH DOES NOT CONFLICT

WITH THE PROPOSED IMPROVEMENTS.

1

:

1

.

5

EL 126.95

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

24+48

(BASELINE EW)

SCALE: 1"=20'

120

130

140

150

120

130

140

150

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

1

:

1

.

3

PL

EL 139.52

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

23+76

(BASELINE EW)

SCALE: 1"=20'

125

130

140

150

125

130

140

150

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

1

:

2

.

2

1

:

1

.

7

EL 134.32

PL

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

24+00

(BASELINE EW)

SCALE: 1"=20'

125

130

140

150

125

130

140

150

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

1

:

3

.

8

1

:

3

.

3

EL 136.37

PL

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

23+50

(BASELINE EW)

SCALE: 1"=20'

125

130

140

150

125

130

140

150

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

1

:

4

.

5

1

:

2

.

5

EL 138.62

PL

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:50 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

CROSS SECTIONS

14

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

NOTE:

1. ALL PROPOSED NON-ARMORED SIDE

SLOPESSHALL HAVE STAKED NATURAL

FIBER EROSION CONTROL FABRIC.

2. EXTEND STEP-POOL RIP-RAP AND

BOULDERS AT LEAST 2 FEET ABOVE THE

100 YEAR 96 HOUR PROFILE GRADE.

3. NON-ARMORED SIDE SLOPES STEEPER

THAN 1.5H:1.0V SHALL BE REINFORCED

WITH GEOWEB STABILIZATION AND SOIL

ANCHORS, EXCEPT WITHIN POOLS.

4. GAS UTILITY LINES SHALL BE VERIFIED BY

CONTRACTOR. LOCATIONS SHOWN ARE

NOT GUARANTEED TO BE ACCURATE.

5. GAS RELOCATIONS SHALL BE

COORDINATED BY CONTRACTOR AND

RELOCATED BY THE UTILITY PROVIDER TO

A LOCATION WHICH DOES NOT CONFLICT

WITH THE PROPOSED IMPROVEMENTS.

4' BOTTOM

WIDTH

EXISTING

GAS

TYPE B BOULDER

WITH NONWOVEN

GEOFABRIC

EXISTING GAS

ANCHOR GEOFABRIC

INTO TRENCH

4' BOTTOM

WIDTH

EXISTING GAS

TEMPORARY

CONSTRUCTION

EASEMENT

TYPE B BOULDER

WITH NONWOVEN

GEOFABRIC

ANCHOR GEOFABRIC

INTO TRENCH

GEOWEB

STABILIZATION

EXISTING GAS

TO BE RELOCATED

EXISTING GAS

RELOCATE FENCE TO

PROPOSED EDGE OF

PROPOSED IMPROVEMENTS

RELOCATED

FENCE

LOCATION

2' BOTTOM

WIDTH

TEMPORARY

CONSTRUCTION

EASEMENT

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

25+50

(BASELINE EW)

SCALE: 1"=20'

120

130

140

150

120

130

140

150

0 10 20 30 400-10-20-30-40

EA

SE

ME

NT

PL

1

:

2

.

3

EA

SE

ME

NT

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

25+09

(BASELINE EW)

SCALE: 1"=20'

115

120

130

140

115

120

130

140

0 10 20 30 400-10-20-30-40-50-60-70-80

1

:6

.3

EL 124.28

PL

EA

SE

ME

NT

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

25+26

(BASELINE EW)

SCALE: 1"=20'

110

120

130

140

110

120

130

140

0 10 20 30 40 500-10-20-30-40-50-60-70

1

:

1

.

7

1

:

4

.

7

EL 122.25

PL

EL 123.88

1

:

4

.

9

EL

EV

AT

IO

N (F

EE

T)

CL

EL

EV

AT

IO

N (F

EE

T)

25+00

(BASELINE EW)

SCALE: 1"=20'

115

120

130

140

115

120

130

140

0 10 20 30 400-10-20-30-40-50-60-70-80

EA

SE

ME

NT1

:

3

.

8

EL 127.28

PL

BY DESCRIPTIONDATE

REVISIONS

EXHIBIT

NO.

AUTHORIZATION NUMBER 4321

1511 East State Road 434

Suite 1005

Winter Springs, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P050.DW

G (

31 May 2016

-

2:50 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

CROSS SECTIONS

15

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

EXISTING

GRADE

PROPOSED

GRADE

NOTE:

1. ALL PROPOSED NON-ARMORED SIDE

SLOPESSHALL HAVE STAKED NATURAL FIBER

EROSION CONTROL FABRIC.

2. EXTEND STEP-POOL RIP-RAP AND BOULDERS AT

LEAST 2 FEET ABOVE THE 100 YEAR 96 HOUR

PROFILE GRADE.

3. NON-ARMORED SIDE SLOPES STEEPER THAN

1.5H:1.0V SHALL BE REINFORCED WITH GEOWEB

STABILIZATION AND SOIL ANCHORS, EXCEPT

WITHIN POOLS.

4. GAS UTILITY LINES SHALL BE VERIFIED BY

CONTRACTOR. LOCATIONS SHOWN ARE NOT

GUARANTEED TO BE ACCURATE.

5. GAS RELOCATIONS SHALL BE COORDINATED BY

CONTRACTOR AND RELOCATED BY THE UTILITY

PROVIDER TO A LOCATION WHICH DOES NOT

CONFLICT WITH THE PROPOSED IMPROVEMENTS.

4' BOTTOM

WIDTH

EXISTING GAS

EXISTING HEADWALL

DOUBLE ROW

TYPE B BOULDER

WITH NONWOVEN

GEOFABRIC

TYPE A RIP-RAP

EXISTING GAS

TEMPORARY

CONSTRUCTION

EASEMENT

ABOVE-GROUND

EXISTING GAS LOCATION

CONTRACTOR SHALL COORD.

WITH GAS UTILITY TO

RELOCATE AND BURY UTILITY

4' BOTTOM

WIDTH

DOUBLE ROW

TYPE B BOULDER

WITH NONWOVEN

GEOFABRIC

TYPE A RIP-RAP

EXISTING

GRADE

PROPOSED

GRADE

TEMPORARY

CONSTRUCTION

EASEMENT

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P060.DW

G (

31 May 2016

-

2:50 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

DRAINAGE & EROSION

PROTECTION DETAILS

17

4'

2'

1.5' MIN

POOL

L

2 X L

RIP-RAP TYPE A

BOULDER TYPE

A OR B

RIP-RAP TYPE A

BOULDER TYPE B ONLY

RIP-RAP TYPE A

NON-WOVEN

GEOFABRIC

100 YEAR FLOOD ELEV.

2' MIN

CASCADE WITH TRIPLE POOL

NTS

TYPICAL STEP POOL

NTS

C125 EROSION CONTROL

BLANKET ON ALL EXPOSED

SLOPES FLATTER THAN

1.5H:1V. GEOWEB WITH

4"CELL SIZE AND 6" DEPTH

WITH SOIL ANCHORS 1.5H:1V

AND STEEPER(TYP)

A-A

B-B

RIP-RAP & BOULDER SIZES

TYPE

D50 (IN)

S.G.

RIP-RAP 'A' 10 2.3

BOULDER 'A' 18 2.65

BOULDER 'B' 24 2.65

C125 EROSION CONTROL

BLANKET ON ALL EXPOSED

SLOPES FLATTER THAN

1.5H:1V. BOULDERS OR

GEOWEB WITH 4"CELL

SIZE AND 6" DEPTH

WITH SOIL ANCHORS 1.5H:1V

AND STEEPER(TYP)

BOULDERS AND RIP-RAP

TO EXTEND UP ALONG

CREEK SIDE SLOPES

2-FT ABOVE 100 YEAR

FLOOD PROFILE AS

DEPICTED ON PLAN,

PROFILE, AND CROSS

SECTION SHEETS (TYP)

BOULDERS AND RIP-RAP

TO EXTEND UP ALONG

CREEK SIDE SLOPES

2-FT ABOVE 100 YEAR

FLOOD PROFILE AS

DEPICTED ON PLAN,

PROFILE, AND CROSS

SECTION SHEETS (TYP)

SLOPEINSTALLATION

DETAIL

Drawing Not To Scale

1. Prepare soil before installing rolled

erosion control products (RECPs),

including any necessary

application of lime, fertilizer, and

seed.

2. Begin at the top of the slope by

anchoring the RECPs in a

6"(15cm) deep X 6"(15cm) wide

trench with approximately 12"

(30cm) of RECPs extended beyond

the up-slope portion of the trench.

Anchor the RECPs with a row of

staples/stakes approximately 12"

(30cm) apart in the bottom of the

trench. Backfill and compact the

trench after stapling. Apply seed to

the compacted soil and fold the

remaining 12"(30cm) portion of

RECPs back over the seed and

compacted soil. Secure RECPs

over compacted soil with a row

of staples/stakes spaced

approximately 12"(30cm) apart

across the width of the RECPs.

3. Roll the RECPs down the slope.

RECPs will unroll with appropriate

side against the soil surface. All

RECPs must be securely fastened

to soil surface by placing

staples/stakes in appropriate

locations as shown in the staple

pattern guide.

4. The edges of parallel RECPs must

be stapled with approximately 2" -

5" (5-12.5cm) overlap depending

on the RECPs type.

5. Consecutive RECPs spliced down

the slope must be end over end

(Shingle style) with an approximate

3"(7.5cm) overlap. Staple through

overlapped area, approximately

12"(30cm) apart across entire

RECPs width.

Drawn on: 3-16-11

Disclaimer:The information presented herein is general design information only. For specific applications,

consult an independent professional for further design guidance.

2"-5"(5-12.5cm)

4

2

5

1

3

12"(30cm)

6"(15cm)

6"(15cm)

*NOTE:

In loose soil conditions, the use of

staple or stake lengths greater than

6"(15cm) may be necessary to

properly secure the RECP's.

3"(7.5cm)

5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633

PH: 800-772-2040www.tensarnagreen.com

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P060.DW

G (

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LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

DRAINAGE & EROSION

PROTECTION DETAILS

18

DIRECTION

OF FLOW

Gabion Placement

Fig. 15

Stiffeners

Stiffeners Min Ø=

0.134" (3.4mm)

Fig. 12a

Fig. 12b

Fig. 13a Fig. 13b

1/3

1/3

1/3

Cross-Tie Wires

REINFORCING DETAIL

Cross Tie Wires

Depth View

Top View

Front View

Isometric View

End Unit

Middle Units

End Unit

End Unit

Middle Units

End Unit

End Unit

Middle Units

End Unit

Middle Units

End Unit

1/3

1/3

1/3

FILLING PROCESS

Phase 1

Phase 3

Phase 2Fig. 14a

Fig. 14b

Fig. 14c

1. Open And Unfold The Gabions One By

One On A Flat, Hard Surface. Eliminate All

Folds Due To The Packaging.

Maccaferri Gabions Are Delivered To The Job Site In

Bundles. They Are Compressed And Strapped In The Factory

For Easier Shipping And Handeling.

2. Pull Up The Sides And The Diaphragms To

Form An Open Box. Be Sure The Top Of The

Face And The Side Are At The Same Level.

Strapping wire

Handeling wire

Fig. 1

Edge

Lid

Diaphragm

Front Face

End

Back

3 ft (0.91m)

Diaphragm Spacing

Fig. 2

Fig. 3

2

1

4

32

1

1

2

3

4

FOLDING PROCESS

CLOSING PROCESS

4. Edges Are Joined Together, Using The Appropriate Lacing Techniques.

Manual: Continuous Wire Looped Tightly Around Every Other Mesh Opening,

Alternating Single And Double Loops (Fig. 5a).

Mechanical: Using A Pneumatic Or Hand Power Tool, Employing Stainless

Steel "c" Shaped Fasteners. For Continuity And Strength, The Recommended

Spacing Is 6 Inches, Max 150mm (Fig 5b).

The Tolerance Of The Mesh Opening "D", (The

Distance Between The Axis's Of Two Parallel

Twists) Is According To ASTM A975-11

D=3.25" (83mm)

D=2.50" (64mm)

Mesh Type 6x8Mesh Type 8x10

Fig. 11a

Fig. 11b

FRONT

DIAPHRAGM

BACK

END

LID

Assembled

Gabion Basket

H

W

L

Fig. 4

Fig. 6a

Max 6 in

(150m

m)

Fig. 5aFig. 5b

2 inches

(50mm)

3/4"

(20mm)

1.) Spenax Fastener Ø= 2in (50mm) open and

3/4in (20 mm) closed.

2.) Spenax Fastener has 170 Kg/mm² Breaking

Load

3.) Spenax Fastener Wire Ø= 0.120in (3.00mm)

Fig. 7Fig. 8

Fig. 6b

Lid Closer

Fig. 9

Fig. 10a

Fig. 10b

3. Fold By Hand The End Of The

Reinforcing Wire Of The Main Unit

And The Diaphragms Allowing The

Gabion To Stand By Itself.

UNPACKING & ASSEMBLY PROCESS

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

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_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P060.DW

G (

31 May 2016

-

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LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

DRAINAGE AND EROSION

PROTECTION DETAILS

19

20V

9.2 2.8 2.37.6

ft ftm m ft m ft m

C 2010 PRESTO GEOSYSTEMS

THIS DRAWING IS COPYRIGHTED AND BASED UPON THE USE OF GENUINE GEOWEB MANUFACTURED

BY PRESTO GEOSYSTEMS. ANY USE OF THIS DRAWING FOR ANY PRODUCT OTHER THAN THAT

MANUFACTURED BY PRESTO GEOSYSTEMS IS STRICTLY PROHIBITED.

G:\GeoSystems\Images and Reports\Logos-Geosystems\Copy of Geosystems Logo (4c).jpg

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P060.DW

G (

31 May 2016

-

2:50 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

DRAINAGE AND EROSION

PROTECTION DETAILS

20

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P060.DW

G (

31 May 2016

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2:51 PM

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LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

DRAINAGE AND EROSION

PROTECTION DETAILS

21

C 2010 PRESTO GEOSYSTEMS

G:\GeoSystems\Images and Reports\Logos-Geosystems\Copy of Geosystems Logo (4c).jpg

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P060.DW

G (

31 May 2016

-

2:51 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

DRAINAGE AND EROSION

PROTECTION DETAILS

22

3 IN

(75)

14.0 IN (356)

0.75 IN (19)

14.0 IN (356)

0.75 IN (19")

14.0 IN (356)

0.75" (19)

14.0 IN (356)

0.75 IN (19)

4 IN

(100)

6 IN

(150)

8 IN

(200)

1.0 IN

(25.4)

0.5 IN

(12.7)

1.25 IN (31.7)

1.25 IN (31.7)

1.0 IN

(25.4)

0.5 IN

(12.7)

1.25 IN (31.7)

1.0 IN

(25.4)

0.5 IN

(12.7)

1.25 IN (31.7)

1.25 IN (31.7)

1.0 IN

(25.4)

0.5 IN

(12.7)

1.25 IN (31.7)

1.25 IN (31.7)

1.39 IN (35.4)

0.3

9 IN

(1

0)

THIS DRAWING IS COPYRIGHTED AND

BASED UPON THE USE OF GENUINE

GEOWEB MANUFACTURED BY PRESTO

GEOSYSTEMS. ANY USE OF THIS

DRAWING FOR ANY PRODUCT OTHER

THAN THAT MANUFACTURED BY PRESTO

GEOSYSTEMS IS STRICTLY PROHIBITED.

C 2011 PRESTO GEOSYSTEMS

PRIMARY CELL WELD SECONDARY CELL WELD

PRIMARY CELL WELD SECONDARY CELL WELD

PRIMARY CELL WELD SECONDARY CELL WELD

PRIMARY CELL WELD SECONDARY CELL WELD

G:\GeoSystems\Images and Reports\Logos-Geosystems\Copy of Geosystems Logo (4c).jpg

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P060.DW

G (

31 May 2016

-

2:51 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

DRAINAGE AND EROSION

PROTECTION DETAILS

23

NW

14T

H A

VE

NU

E

(50' R

IG

HT

O

F W

AY

)

11+00

12+00

13+00

14+00

15+00

16+00

20+

00

21+

00

BASELINE NS

EASTING: 2636436.0

HA-9

NORTHING: 247643.2

EASTING: 2636333.2

HA-11

NORTHING: 247625.7

EASTING: 2636292.8

HA-13

NORTHING: 247717.8

EASTING: 2636302.7

HA-14

NORTHING: 247769.2

EASTING: 2636301.4

HA-21

NORTHING: 247821.9

EASTING: 2636282.8

HA-20

NORTHING: 247864.4

EASTING: 2636280.9

HA-15

NORTHING: 247911.4

EASTING: 2636298.8

HA-19

NORTHING: 247960.5

EASTING: 2636276.9

HA-16

NORTHING: 248011.5

EASTING: 2636297.7

HA-18

NORTHING: 248061.0

EASTING: 2636274.4

HA-17

NORTHING: 248114.0

EASTING: 2636270.3

NW

50T

H T

ER

RA

CE

(50' R

IG

HT

O

F W

AY

)

NW 12TH ROAD

16+

00

17+

00

17+

00

20+00

21+00

22+00

23+00

24+00

25+00

25+86

BASELINE EW

HA-12

NORTHING: 247633.4

EASTING: 2636824.7

HA-1

NORTHING: 247642.3

EASTING: 2636778.3

HA-2

NORTHING: 247639.3

EASTING: 2636729.3

HA-3

NORTHING: 247643.8

EASTING: 2636676.3

HA-4

NORTHING: 247641.9

EASTING: 2636629.9

HA-6

NORTHING: 247639.8

EASTING: 2636530.9

HA-7

NORTHING: 247631.6

EASTING: 2636483.3

HA-8

NORTHING: 247637.6

EASTING: 2636436.0

HA-9

NORTHING: 247643.2

EASTING: 2636333.2

HA-11

NORTHING: 247625.7

EASTING: 2636292.8

HA-13

NORTHING: 247717.8

EASTING: 2636302.7

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

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_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P065.DW

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LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

GEOTECHNICAL DATA

24

N

N

Feet

0 40 80

NOTES:

1. CONTRACTOR SHALL REVIEW AND REFER TO

THE GEOTECHNICAL REPORTS CONDUCTED

BY GEOHAZARDS, INC., DATED JANUARY 21,

2015 & SEPTEMBER 10, 2015 FOR SPECIFIC

SOILS INFORMATION COLLECTED AS PART

OF THIS PROJECT.

NW

14T

H A

VE

NU

E

(50' R

IG

HT

O

F W

AY

)

11+00

12+00

13+00

14+00

15+00

16+00

20+

00

21+

00

ST

LOD LOD

LOD

LOD

LOD

LODLOD

LODLOD

LODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

ST

LO

D

LO

D

ST

ST

ST

ST

BASELINE NS

NW

50T

H T

ER

RA

CE

(50' R

IG

HT

O

F W

AY

)

NW 12TH ROAD

16+

00

17+

00

17+

00

20+00

21+00

22+00

23+00

24+00

25+00

25+86

LO

DLO

DLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

ST

ST

ST

ST

ST

BASELINE EW

ST

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P070.DW

G (

31 May 2016

-

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LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

SWPPP MAP

25

100'

WORK ZONE 1

100'

WORK ZONE 2

100'

WORK ZONE 3

100'

WORK ZONE 4

100'

WORK

ZONE 5

10

0'

WO

RK

ZO

NE

5

100'

WORK ZONE 6

100'

WORK ZONE 7

100'

WORK ZONE 8

158'

WORK ZONE 9

STAKED TURBIDITY

BARRIER CHECK

DAM FOR WORK

ZONE 1. PUMP

BYPASS WATER

TO WORK ZONE 2

STAKED TURBIDITY BARRIER

CHECK DAM FOR WORK

ZONE 2. PUMP BYPASS

WATER TO WORK ZONE 3.

STAKED TURBIDITY BARRIER

CHECK DAM FOR WORK

ZONE 3. PUMP BYPASS

WATER TO WORK ZONE 4.

STAKED TURBIDITY BARRIER

CHECK DAM FOR WORK

ZONE 4. PUMP BYPASS

WATER TO WORK ZONE 5.

STAKED TURBIDITY BARRIER

CHECK DAM FOR WORK

ZONE 5. PUMP BYPASS

WATER TO WORK ZONE 6.

STAKED TURBIDITY BARRIER

CHECK DAM

FOR WORK ZONE 6.

PUMP BYPASS WATER

TO WORK ZONE 7.

STAKED TURBIDITY BARRIER

CHECK DAM

FOR WORK ZONE 7.

PUMP BYPASS WATER

TO WORK ZONE 8.

STAKED TURBIDITY BARRIER

CHECK DAM

FOR WORK ZONE 8.

PUMP BYPASS WATER

TO WORK ZONE 9.

STAKED TURBIDITY BARRIER

CHECK DAM

FOR WORK ZONE 9.

PUMP BYPASS WATER

TO DOWNSTREAM

CREEK.

N

N

Feet

0 40 80

LIMITS OF

DISTURBANCE (TYP)

LIMITS OF

DISTURBANCE (TYP)

6ML VISQUEEN

LINER (TYP)

6 ML VISQUEEN

LINER (TYP)

PRIMARY CREEK

INFLOW

SECONDARY

INFLOW POINT

SECONDARY

INFLOW POINT

NOTES:

1. CONTRACTOR SHALL PUMP INFLOW WATER FROM SECONDARY INFLOW POINTS TO

DOWNSTREAM WORK ZONE IF FLOW IS OBSERVED.

2. 6ML VISQUEEN LINER TO BE TRENCHED AND SECURED INTO TOP OF BANK AND AT

HEADWATERS AND OVERLAPPED WITH LAYERS IN THE DIRECTION OF FLOW TO PREVENT

WATER FROM UNDERMINING UNDERLYING EXPOSED SOILS. RIP-RAP STONE SHALL BE

PLACED ON THE OVERLAPPING RIP RAP LAYERS TO HOLD THE LINER IN PLACE. WHEN

VISQUEEN TEARING IS EVIDENT, THE VISQUEEN SHALL BE REPLACED.

3. SILT FENCING PER FDOT INDEX 102 SHALL BE INSTALLED AROUND ANY LOCATIONS OF

STOCKPILED SOIL OR IN OTHER AREAS SO AS TO PREVENT AGAINST THE RELEASE OF SOILS

FROM THE LIMITS OF DISTURBANCE.

4. CONTRACTOR IS PERMITTED TO ADJUST THE LIMITS OF INDIVIDUAL WORK ZONES SO AS TO

PERMIT CONSTRUCTION ACTIVITY, SO LONG AS THE CONTRACTOR IS ABLE TO

DEMONSTRATE THE ABILITY TO CONTAIN SOILS WITHIN THE LIMITS OF DISTURBANCE,

SUBJECT TO THE CITY'S AND THE ENGINEER OF RECORD'S APPROVAL.

SECONDARY

INFLOW POINT

STAKED TURBIDITY BARRIER

CHECK DAM DURING WORK ZONE 9

ONLY. REMOVE AT THE END OF

EACH WORK DAY AND DURING

STORM EVENTS.

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P070.DW

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31 May 2016

-

2:51 PM

)

LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

SWPPP DETAILS

26

F

l

o

w

4"

F

l

o

w

B

A

4"

F

l

o

w

F

l

o

wPoints A shall be

higher than Point B

STEP 2.

Excavate a 4" x 4"

trench upscale along

the line of stakes

STEP 1.

Set steel T-posts

STEP 3.

Attach fabric to posts

with wire straps or zip

ties at max. 6 inch

intervals and extend it

into the trench

SECTION VIEW

STEP 4.

Backfill and compact

the excavated soil

A

PLAN VIEW

F

l

o

w

N.T.S.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

N.T.S.

Approximately 8 inches of

fabric material must extend

into a trench and be

anchored with compacted

backfill material

Fabric material securely

fastened to the posts

Approximate

4"x4" trench

wrap STAKED

TURBIDITY

BARRIER

underneath

trench

steel

T-postsRunoff

10" (Min.)

N.T.S.

nylon reinforced

PVC fabric

STAKED TURBIDITY BARRIER CHECK DAM

NTS

Ponded water to be pumped

to Work Zone downstream of

active Work Zone

Attach wire straps or

zip ties to secure

fabric to steel T-post

BY DESCRIPTIONDATE

REVISIONS

SHEET

NO.

AUTHORIZATION NUMBER 4321

1511 EAST STATE ROAD 434

SUITE 1005

WINTER SPRINGS, FL 32708

P:\PROJECTS\GAINESVILLE_SW

_1239\FW

2656_SUBURBAN_HEIGHTS_DESIGN\CADD\DESIGN\FW

2656P070.DW

G (

31 May 2016

-

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LMullon

SUBURBAN HEIGHTS

BEVILLE CREEK

RESTORATION

Lee G. Mullon

FL PE# 72414

SWPPP NOTES

27

The following narrative is the Stormwater Prevention Plan and contains references to the FDOT Standards Specifications for Roadand Bridge Construction, the FDOT Design Standards (latest edition), and other sheets of these construction plans. The completeStormwater Pollution Prevention plan includes several items:

· this narrative description,

· the documents referenced in this narrative,

· the Contractor's approved Erosion Control Plan required by Section 104 of the FDOT Standard Specifications for Road andBridge Construction (latest edition) herein after referred to as the Section 104 Erosion Control Plan', and

· reports of inspection made during construction.

The contractor shall review and adhere to the provision of the Florida Generic Permit for Stormwater Discharge from Large andSmall Construction Activities F.A.C. rule 62-621.300(4)(a), including all contractor certifications requirements. The contractor shallact as the construction site operator.1.0 SITE DESCRIPTION

1.a Nature of Construction Activity:

The Suburban Heights Stormwater Improvements project area is within the Suburban Heights subdivision within the City ofGainesville within Section 34 of Township 09 South, Range 19 East. The study area is located within the jurisdiction of the St. John'sRiver Water Management District (SJRWMD), and within the Beville Creek Watershed of Alachua County. The proposed BevilleCreek restoration is associated with an open channel ditch located along the southwestern corner of the Suburban Heights Unit 8subdivision. The ditch segment is specifically defined as the segment south and east of NW 14th Avenue to the end of the ditch,approximately 1,000 linear feet away. The ditch discharges into Cofrin Nature Park. The proposed regenerative stormwaterconveyance (RCS) Open System concept uses a step pool system design. These step pools are a series of constructed shallowaquatic pools, riffle grade controls, native vegetation, and an underlying sand bed medium. In addition to step pools, two creekcascade features are proposed in the steep reaches of the downstream Beville Creek area to provide the necessary grade relief asthe creek enters Cofrin Nature Park.

1.b Sequence of Major Soil Disturbing Activities:

In the Section 104 Erosion Control Plan, the Contractor shall provide a detailed sequence of construction activities. The Contractorshall follow the sequence provided below, unless an alternative sequence proposed by the Contractor is approved by the City andthe Engineer of Record. The sequence of construction below outlines an iterative construction process where Beville Creek isimproved from upstream to downstream, in eight sequential Work Zones. Each Work Zone shall be completely improved beforecommencing earth-disturbing activities in subsequent downstream Work Zones. This process is intended to limit the amount ofdisturbed soil in any one area to protect downstream areas from sediment discharges. During construction activity within any WorkZone, stormwater baseflow of Beville Creek shall bypass the active Work Zone by damming upstream areas and pumping to theunimproved downstream Work Zone. During rainfall events, the Contractor is required to remove any upstream dam devices toallow Beville Creek to discharge naturally to avoid upstream flooding conditions. When upstream dam devices and bypass pumpingare not in place, the contractor shall protect the active Work Zone by installing a 6ml Visqueen layer as detailed in these SWPPPdocuments to allow stormwater to flow safely through the active Work Zones without sediment releases occurring. Similarly at theend of each work day, the contractor shall remove any upstream dam devices and bypass pumping and shall protect the activeWork Zone with a 6ml Visqueen layer. The contractor shall also monitor storm event forecast and shall proactively ceaseconstruction activities, remove upstream dam devices and bypass pumping, and protect the active Work Zone with a 6ml Visqueenlayer if heavy precipitation is anticipated to occur during construction activities.

Construction Sequencing:

1. Create two construction entrances and install a staked turbidity barrier check dam for work in Zone 1, consistent with the SWPPPMap.

2. Install staked turbidity barrier check dam upstream of Work Zone 1, as depicted in the SWPPP Map, and install bypass pumps todischarge Beville Creek baseflow to Work Zone 2. If standing water is observed in Work Zone 1, contractor shall dewater WorkZone 1 and discharge to the inactive Work Zone 2.

3. Once a dry work space is achieved in Work Zone 1, contractor shall excavate the unwanted existing soils, clear and grub, anddemolish any existing structures to be removed Work Zone 1 to be hauled overland for proper disposal. Prepare Work Zone 1 forproposed improvements.

4. At the end of each work day, or during rainfall events, contractor shall cover any unprotected soils in Work Zone 1 with a 6mllayer of visqueen. The visqueen shall be installed in the same manner as the proposed erosion control blankets (refer to the RECProlling detail sheet), however use rip rap stones to hold visqueen in place in lieu of soil anchors. If the visqueen rips or tears, thecontractor shall replace the visqueen layer.

5. Once the visqueen is installed and all exposed soils are protected, cease pumping and remove the staked turbidity barrier checkdam to permit Beville Creek to flow naturally. At the beginning of the following work day, reassemble the staked turbidity barriercheck dam and begin any bypass pumping and dewatering and then remove the visqueen layer.

6. Upon the completion and full stabilization of Work Zone 1, remove the staked turbidity barrier check dam and reposition it at thebeginning of Zone 2 as depicted on the SWPPP Maps. Install bypass pumping from upstream of Work Zone 2 to Work Zone 3

7. Repeat this construction process for each subsequent Zone until all proposed improvements have been completed for the entirecreek improvements.

8. Throughtout construction, the contractor shall observe local weather forecasts for any predicted large rainstorm events. To theextent practical, the contractor shall proactively demobilize the construction site with the proposed temporary erosion controlmeasures outlined herein.

1.c Area Estimates:

Total project contributing drainage area: 148.71 acres.

Total area to be disturbed: 0.90 acres.

1.d Runoff Data:

Runoff (10 year 24 hour event) = 57.6 cfs (lower reach of Beville Creek)

1.e Soils Data:

Refer to the Geotechnical Report prepared by Geohazards dated September 10, 2015. This report is incorporated into thesecontract documents.

1.f Improvements Description:

This Beville Creek segment is defined as the segment south and east of NW 14th Avenue to the terminus of the ditch within thesubdivision, approximately 1,000 linear feet away. The ditch discharges into the Cofrin Nature Park. At the end of the ditch segment,the linear ditch transitions into a “T” intersection, where discharge from a 30” culvert headwall intercepts the ditch and flows southinto Cofrin Nature Park. The proposed system uses a step pool, regenerative stormwater conveyance design. These step pools are a

series of constructed shallow aquatic pools, riffle grade controls, native vegetation, and an underlying sand bed medium. In additionto step pools, two creek cascade features are proposed in the steep reaches of the downstream Beville Creek area to provide thenecessary grade relief as the creek enters Cofrin Nature Park. At the end of the cascades, a series of small step pools and a largeenergy dissipating pool is proposed to reduce erosive properties of the system. Additional permanent erosion control measures arealso incorporated into the Beville Creek system, including erosion control blankets, gabion baskets, and soil stabilizing geoweb.

1.g Site Map:

The site maps consist of the construction plans. The location of the required information is described below. The sheet numbers forthe plan sheets referenced are identified on the Key Sheet.

· Drainage Patterns - The proposed flow directions are shown on the plan and profile sheets.

· Approximate Slopes - The slopes of the site can be seen in the Cross Section Sheets and Plan and Profile Sheets.

· Areas of Soil Disturbance - The areas to be disturbed are indicated on the Plan Sheets and the Cross Section Sheets.

· Locations of Temporary Controls - The temporary erosion control measures are depicted in the Stormwater PollutionPrevention Plan (SWPPP) Maps. The SWPPP Maps depicts the erosion control protection devices required when the contractor firstmobilizes, including staked turbidity barrier check dam, soil tracking prevention devices, planting vegetation, and visqueen lining.Additional temporary controls shall be implemented as necessary during interim construction periods, or where the proposedcontrols do not adequately protect off-site regions from experiencing sediment releases from on-site areas.

· Locations of Permanent Controls - The permanent erosion control measures include; amending the soil and seeding the creekto promote permanent vegetated cover, the installation of erosion control blankets, gabion baskets, geowebbing of steep slopedareas, as well as the hard armored step pool and cascade features. The location of these permanent controls are depicted in theseplans.

· Areas To Be Stabilized - Temporary stabilization practices are shown in the SWPPP Maps. Permanent stabilization are shownin the plan and profile and cross section sheets.

· Surface Waters - The project drainage system discharges stormwater directly downstream to Cofrin Nature Park.2.0 CONTROLS:

2.a Erosion And Sediment Controls:

In the Section 104 Erosion Control Plan, the Contractor shall describe the proposed stabilization and structural practices based onthe Contractor's proposed Traffic Control Plan. The following recommended guidelines are based on the Traffic Control Plan (TCP)outlined in the construction plans. The Contractor may elect to accept the following guidelines or modify them in the Section 104Erosion Control Plan, subject to approval of the County Engineer. As work progresses, the Contractor may need to modify the planto adapt to seasonal variation, and changes in construction activities.

2.a.1 Stabilization Practices:

In the Section 104 Erosion Control Plan, the Contractor shall describe the stabilization practices proposed to control erosion. TheContractor shall initiate all stabilization measures as soon as practical, but in no case more than 7 days, in portions of the site whereconstruction activities have temporarily or permanently ceased. The stabilization practices shall include at least the following, unlessotherwise approved by the County Engineer.Temporary:

· Staked turbidity barrier check dam at beginning of construction

· 6ml Visqueen layer to protect exposed soils

· Bypass pumping and dewateringPermanent:

· Hard armored rip-rap step pools and cascades.

· Gabbion basekts

· Geoweb

· Eroson Control Blankets overlying seeded and amended soil to promote permanent vegetation

2.a.2 Structural Practices:

In Section 104 Erosion Control Plan, the Contractor shall describe the proposed structural practices to prevent the discharge ofsediments from exposed areas of the site. Sediment controls shall be in place before disturbing soil upstream of the control. Thestructural practices shall include the erosion control measures discussed within this SWPPP narrative unless otherwise approved bythe City Engineer and the Engineer of Record.

2.b Stormwater Management:

A regenerative stormwater conveyance system will be constructed to convey runoff downstream. This system complies with St.John's River Water Management District (SJRWMD) Permit Number: [To be Determined upon Permit Issuance].

2.c Other Controls:

2.c.1 Waste Disposal:

In the Section 104 Erosion Control Plan, the Contractor shall describe the proposed methods to prevent the discharge of solidmaterials, including building materials, to waters of the United States. The proposed methods shall include at least the following.

· Providing litter control and collection within the project during construction activities. Disposing of all fertilizer or otherchemical containers according to EPA's standard practices as detailed by the manufacturer.

· Disposing of solid materials including building and construction materials off the project site.

2.c.2 Off-Site Vehicle Tracking & Dust Control:

In the Section 104 Erosion Control Plan, the Contractor shall describe the proposed methods for minimizing offsite tracking ofsediments and dust. The methods shall include at least the following.

· Covering loaded haul trucks with tarpaulins.

· Removing excess dirt from adjacent roads daily.

· Using roadway sweepers and conducting soil watering during dust generating activities such as excavation and hauling .

2.c.3 State and Local Regulations For Waste Disposal, Sanitary

Sewer, Or Septic Tank Regulations - In the Section 104 Erosion Control Plan, the Contractor shall describe the proposed proceduresto comply with applicable state and local regulations for waste disposal, and sanitary sewer or septic systems.

2.c.4 Fertilizers and Pesticides - In the Section 104 Erosion Control Plan, the Contractor shall describe the procedures for applyingfertilizers and pesticides. The proposed procedures shall comply with applicable subsections of either Section 570 or 577 of the

Specifications.

2.c.5 Toxic Substances - In the Section 104 Erosion Control Plan, the Contractor shall provide a list of toxic substances that are likelyto be used on the job and provide a plan addressing the generation, application, migration, storage, and disposal of thesesubstances.

2.d Approved State and Local Plans and Permits- SJRWMD ERP#: [To Be Determined].

3.0 MAINTENANCE:

In the Section 104 Erosion Control Plan, the Contractor shall provide a plan for maintaining all erosion and sediment controlsthroughout construction.

4.0 INSPECTIONS:

Qualified personnel shall inspect the following items at least once every seven calendar days and within 24 hours of the end of astorm that is 0.25 inches or greater. The Contractor shall install and maintain rain gages and record daily rainfall.

· Disturbed areas of the site that have not been finally stabilized.

· Areas used for storage of materials that are exposed to precipitation.

· Structural controls.· Stormwater management systems.

· Locations where vehicles enter or exit the site.

The Contractor shall initiate repairs within 24 hours of inspections that indicate items require repairs. If inspections indicate that theinstalled stabilization and structural practices are not sufficient to minimize erosion, retain sediment, and prevent dischargingpollutants, the Contractor shall provide additional measures, as approved by the City and engineer of record.5.0 NON-STORMWATER DISCHARGES:

In the Section 104 Erosion Control Plan, the Contractor shall identify all anticipated non-stormwater discharges (except flows fromfirefighting activities). The Contractor shall describe the proposed measures to prevent pollution of these non-stormwaterdischarges such as:

· Dewatering - The Contractor shall develop, as needed, any dewatering system that provides pretreatment of effluent prior todischarge along with meeting any Federal, State, and local dewatering permit laws, rules, and regulations.

· Dust Control - The Contractor shall develop in Section 104 Erosion Control Plan dust control plan and remedial action tocorrect any malfunctioning measures.

· Equipment Washout - The Contractor shall develop in Section 104 Erosion Control Plan an effective plan to control equipmentwashout and other erosive conditions from equipment cleaning processes, and remedial action to correct any malfunctioningmeasures.

· Hazardous Material Spill - The Contractor shall develop in Section 104 Erosion Control Plan an effective plan to control in theevent any hazardous materials should spill and remedial action to correct any malfunctioning measures. If the Contractorencounters contaminated soil or groundwater, the Contractor shall contact the City immediately.EROSION CONTROL GENERAL NOTES

1. The contractor shall execute all measures necessary to limit the transport of sediments outside the limits of the project to thevolume and amount that are existing prior to the commencement of construction. This condition will be satisfied for the totalanticipated construction period. Provisions must be made to preserve the integrity and capacity of grading patterns and BMPsrequired to meet this provision throughout the life of the construction. The contractor shall provide silt barriers, temporarygrassing, etc. as required to fully comply with the intent of this specification.

2. No excavated material shall be stockpiled in such a manner as to direct runoff directly off the project site or into any adjacentwater body or stormwater collection facility.

3. The surface area of open, raw erodible soil exposed by clearing and grubbing operations or excavation and filling operations shallbe controlled, so that this operation will not significantly affect off-site deposit of sediments.

4. Areas opened by construction operations that are not anticipated to be dressed or receive final grassing treatment within thirtydays shall be seeded with a quick growing grass species which will provide an early cover during the season in which it is planted.Temporary seeding shall be controlled so as to not alter or compete with permanent grassing. The rate of seeding shall be 30pounds per acre.

5. The seeded or seeded and mulched area(s) shall be rolled and watered as required to assure optimum growing conditions for theestablishment of a good grass cover.

6. If after 14 days, the temporary grassed areas have not attained a minimum of 75% good grass cover, the area will be reworkedand additional seed applied to establish the desired vegetation cover.

7. All features of the project shall be constructed to prevent erosion and sediment and shall be maintained during the life of theconstruction so as to function properly without the transport of sediments outside the limits of the project.

8. All disturbed areas outside the excavation and fill limits will be restored to a condition equal to or better than their conditionprior to construction.

9. The contractor will be responsible for maintenance of all newly planted grasses or vegetation and retention/detention facilitiesuntil the work has been accepted by the City.

10. The contractor shall be responsible for the stability of embankments and shall replace any portion, which in the opinion of theengineer, of the erosion control improvements that have become displaced due to erosion or due to carelessness or negligenceon the part of the contractor.

11. The contractor shall comply with all federal, state and local laws and regulations controlling pollution of the environment.Measures shall be taken by the contractor to control erosion and sediment runoff from the site during construction. Suchmethods shall be in accordance with the current FDOT standards.

12. Absolutely no work will be allowed within any conservation area, buffer area, mitigation area or designated wetland areaunless so specifically described by the plans and granted by reason of permit from the governmental entity having jurisdictionover said area.

13. All fill embankment and graded areas shall be protected against erosion by methods stated in section 104, "F.D.O.T. StandardSpecifications for Bridge and Road Construction."