1 - Harmony Reserve

HARMONY RESERVECONSTRUCTION PLANS

REVISION

1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960CERTIFICATION OF AUTHORIZATION NO.: 00008668

TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL [email protected]

REQUIRED PERMITS

OWNER/APPLICANT:

ENGINEER:

SURVEYOR:

SITE LOCATION:

TAX I.D. #:

SOUTHWEST CORNER OF

SITE DATA

ENGINEER CERTIFICATION:

JOSEPH W. SCHULKE, P.E.JODAH B. BITTLE, P.E.WILLIAM P. STODDARD, Ph.D., P.E.

REG. No 47048DATE:

REG. No 57396REG. No 57605

37TH ST. AND 58TH AVE.

LEGAL DESCRIPTION

MARK DATE

Know what's

R

I.R.C. CONCEPTURAL PD REZONINGPRELIMINARY PLATLAND DEVELOPMENTLAND CLEARING/ TREE REMOVALUTILITIES (I.R.C.D.U.S.)RIGHT OF WAY PERMITCONCURRENCYSTORMWATER

SJRWMD ENVIRONMENTAL RESOURCE STORMWATER PERMIT

FLORIDA DEP DRINKING WATERWASTEWATERNOTICE OF INTENT (SWPPP)

IRFWCD DRAINAGE CONNECTIONDEVELOPMENT PERMITNDRIVEWAY CONNECTION

SECTION 32, TOWNSHIP 32 SOUTH, RANGE 39 EASTINDIAN RIVER COUNTY, FLORIDA

LOCATION MAP

VICINITY MAP

SITE33RD STREET

SITESANCTUARY OFINDIAN RIVER

ZONING: RS-6

KINGSWAY SUB.

VARIOUS OWNERS

ZONING: RS-3LAND USE: L-2

INDIAN RIVERFARMS CO SUB

ZONING: RS-3

ZONING: RS-3

ZONING: RS-3

LAND USE: L-2

LAND USE: L-2

LAND USE: L-2

LAND USE: L-1

ZONING: MUNI

SUNFIELD HOMES

LAND USE: M-1

37TH STREET

66TH

AV

E

PARCEL 1:LOTS 1 AND 2, THE EAST 100 FEET OF LOT 3, THE NORTH ONE-HALF (N 1/2) OF LOT 4,LESS AND EXCEPT THE WEST 215 FEET OF THE NORTH 115 FEET OF SAID LOT 4, THENORTH 115 FEET OF LOT 5, THE SOUTH 210 FEET OF LOT 5, THE NORTH 115 FEET OF LOT6, THE SOUTH 210 FEET OF LOT 6, AND LOTS 7, 8, 9, 10, 11 AND 12, ALL IN ALBRECHTACRES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 74, OFTHE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.

PARCEL 2:THE EAST 5 ACRES OF THE EAST 10.27 ACRES OF TRACT 2, THE WEST 5.27 ACRES OFTHE EAST 10.27 ACRES OF TRACT 2, THE WEST 20 ACRES OF THE EAST 30.27 ACRES OFTRACT 2, AND THE WEST 10 ACRES OF TRACT 2, SECTION 32, TOWNSHIP 32 SOUTH,RANGE 39 EAST, ACCORDING TO THE LAST GENERAL PLAT OF LANDS OF THE INDIANRIVER FARMS COMPANY FILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OFST. LUCIE COUNTY, FLORIDA, IN PLAT BOOK 2, PAGE 25; SAID LAND NOW LYING ANDBEING IN INDIAN RIVER COUNTY, FLORIDA.

PARCEL 3:TRACT 7, SECTION 32, TOWNSHIP 32 SOUTH, RANGE 39 EAST, ACCORDING TO THE LASTGENERAL PLAT OF LANDS OF THE INDIAN RIVER FARMS COMPANY FILED IN THE OFFICEOF THE CLERK OF THE CIRCUIT COURT OF ST. LUCIE COUNTY, FLORIDA, IN PLAT BOOK 2,PAGE 25; SAID LAND NOW LYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA, LESSAND EXCEPT THE 30 FOOT ADDITIONAL RIGHT OF WAY CONVEYED TO INDIAN RIVERCOUNTY, FLORIDA FOR 33RD STREET AS RECORDED IN OFFICIAL RECORDS BOOK 940,PAGE 93, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA.

PARCEL 4:THE WEST 315 FEET OF THE WEST 10 ACRES OF TRACT 8, SECTION 32, TOWNSHIP 32SOUTH, RANGE 39 EAST, ACCORDING TO THE LAST GENERAL PLAT OF LANDS OF THEINDIAN RIVER FARMS COMPANY FILED IN THE OFFICE OF THE CLERK OF THE CIRCUITCOURT OF ST. LUCIE COUNTY, FLORIDA, IN PLAT BOOK 2, PAGE 25; SAID LAND NOWLYING AND BEING IN INDIAN RIVER COUNTY, FLORIDA, LESS AND EXCEPT THE 30 FOOTADDITIONAL RIGHT OF WAY CONVEYED TO INDIAN RIVER COUNTY, FLORIDA FOR 33RDSTREET AS RECORDED IN OFFICIAL RECORDS BOOK 940, PAGE 95, OF THE PUBLICRECORDS OF INDIAN RIVER COUNTY, FLORIDA.

THE PROPERTY INCLUDES ALL OR PART OF THEFOLLOWING:32393200001002000001.0, 32393200001002000002.0,32393200001002000003.0, 32393200001002000004.0,32393200001007000001.0, 32393200001008000002.0,32393200002000000001.0, 32393200002000000002.0,32393200002000000003.0, 32393200002000000004.1,32393200002000000005.0, 32393200002000000005.1,32393200002000000006.0, 32393200002000000006.1,32393200002000000007.0, 32393200002000000008.0,32393200002000000009.0, 32393200002000000010.0,32393200002000000011.0, 32393200002000000012.0.

58TH

AV

EZONING: RS-3LAND USE: L-1

SHADOWBROOK

ZONING: RS-3LAND USE: L-2 ZONING: RS-6

SQUIRE SUB.

LAND USE: L-2

ZONING: RS-3LAND USE: L-2

PALM VILLAESTATES SUB

INDIAN RIVERFARMS CO SUB

HARMONY RESERVE, LLCC/O SCHULKE, BITTLE & STODDARD, LLC1717 INDIAN RIVER BOULEVARD SUITE 201VERO BEACH, FLORIDA 32960(772) 770-9622

JODAH B. BITTLE, P.E. FL REG. #57396SCHULKE, BITTLE AND STODDARD, L.L.C.1717 INDIAN RIVER BOULEVARD SUITE 201VERO BEACH, FLORIDA 32960(772) 770-9622

MERIDIAN LAND SURVEYORS1717 INDIAN RIVER BLVD. STE 201VERO BEACH, FL 32960(772) 794-1213

FOR

FD 5/8" IRON ROD& 3909

FOUND BRASS DISK INCUTOUT NE CORNERSECTION 32-32-39


FOUND 4X4CONCRETEMONUMENTNO CAP




FOUND 4X4CONCRETEMONUMENT &3909 CAP

FOUND 4X4CONCRETEMONUMENT NOCAP


FOUND 5/8"IRON ROD &5243 CAP11.23' NORTHFOUND 4X4

CONCRETEMONUMENT& 3909 CAP

FOUND 5/8"IRON ROD &3909 CAP

FD 5/8" IRON ROD & 3909

FOUND 5/8" IRONROD & 3909

WITNESS CAP5.00' OFFSET

37TH STREET - RIGHT OF WAY VARIES (35 M.P.H. POST SPEED LIMIT)30' INDIAN RIVER FARMS WATER CONTROL DISTRICT LATERAL A5

CANAL RIGHT OF WAY (CANAL SOUTH OF SECTION LINE)

CHERRY LANE (33RD STREET)(40 M.P.H. POSTED SPEED LIMIT)60' RIGHT OF WAY (N OF TRACT LINE)

30' CANAL RIGHT OF WAY (S OF TRACT LINE)

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CONSTRUCT RIGHTTURN LANE

CONSTRUCT 8' SIDEWALK

PHASE 1

CLUBHOUSE ANDRECREATIONAL AREA

TRACT X4.58 AC

LAKE 2

TRACT S

WET DETENTIONSTORMWATER

AMENTITY)

SYSTEM(AESTHETIC

PROPOSEDLITTORAL ZONE /WETLAND AREA

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LAKE 1

TRACT R-1

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AMENTITY)

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- MAXIMUM BUILDING HEIGHT:- MAXIMUM LOT COVERAGE:

- MINIMUM YARD SETBACKS:

- BUILDINGS:

- REAR:

- FRONT: - SIDE: 15 ft

35 ft

30%

25 ft

25 ft

- MINIMUM LOT WIDTH:

DEVELOPMENT PARAMETER

- MINIMUM LOT SIZE:

RS-3

80 ft12,000 sf

5 ft

35 ft

50.0%

13 ft

20 ft

50 ft 6,200 sf

PD

- MINIMUM OPEN SPACE: 40% 20.0%- MAXIMUM DENSITY: 3 UNITS PER AC. 3.25 UNITS PER AC.

OPEN SPACE/RECREATIONALAREA REQUIRED:TOTAL DEVELOPABLE AREA: 120.10 ACRES

7.5% OPEN SPACE/RECREATION REQUIRED

120.10*0.075 = 9.00 ACRES REQUIRED

CLUBHOUSE TRACT: (X) 4.58 AC.UPLANDS/LITTORAL/ WETLANDS TRACT: (F,G) 4.57 AC.OPEN SPACE TRACT: (N,O,R2,T2,T3,U2) 0.58 AC.UPLAND PRESERVE: (PORTION OF E 1.32 AC. NOT ALONG PERIMETER)TOTAL OPEN SPACE/RECREATION 11.05 AC.

TRACT AREA CALCULATIONSTYPE TRACT PHASE ACREAGEUPLAND PRESERVE A-1 2 2.22 ACUPLAND PRESERVE A-2 3 1.58 ACUPLAND PRESERVE B 3 0.93 ACUPLAND PRESERVE C 4 1.34 ACUPLAND PRESERVE D 4 0.36 ACUPLAND PRESERVE E-1 1 2.01 ACUPLAND PRESERVE E-2 4 4.80 ACUPLAND/LITTORAL F 1 2.02 AC

UPLAND AREA: 0.92 ACLITTORAL/WETLAND: 1.10 AC

UPLAND/LITTORAL G 1 2.72 ACUPLAND AREA: 0.78 ACLITTORAL/WETLAND: 1.94 AC

TYPE 'B' BUFFER H 3 0.22 ACTYPE 'B' BUFFER I 3 0.21 ACTYPE 'B' BUFFER J-1 3 0.35 ACTYPE 'B' BUFFER J-2 4 0.64 ACTYPE 'B' BUFFER K 4 0.33 ACTYPE 'B' BUFFER L 1 0.21 ACTYPE 'B' BUFFER M 2 0.26 ACOPEN SPACE N 2 0.08 ACOPEN SPACE O 1 0.16 ACOPEN SPACE REMOVED P 2 0.10 ACOPEN SPACE REMOVED Q 1 0.12 ACSTORMWATER/LITTORAL R-1 1 2.96 AC

STORMWATER: 2.62 ACLITTORAL/WETLAND: 0.34 AC

OPEN SPACE R-2 2 0.06 ACSTORMWATER/LITTORAL S 1 2.97 AC

STORMWATER: 2.63 ACLITTORAL/WETLAND: 0.34 AC

STORMWATER T-1 2 2.61 ACOPEN SPACE T-2 3 0.10 ACOPEN SPACE T-3 3 0.07 ACSTORMWATER U-1 1 2.77 ACOPEN SPACE U-2 4 0.11 ACSTORMWATER V 3 5.48 ACSTORMWATER W 4 3.36 ACCLUBHOUSE X 1 4.58 AC

WETLAND/PRESERVATION AREASTOTAL EXISTING WETLAND AREA = 16.30 ACMINUS WETLAND IN ROW DEDICATION = 0.10 ACTOTAL EXISTING WETLAND AFTER DEDICATION = 16.20 ACTOTAL EXISTING WETLAND TO BE REMOVED = 16.20 ACTOTAL EXISTING WETLAND TO REMAIN = 0.00 ACTOTAL LITTORAL ZONE/ WETLAND PROPOSED = 3.72 ACTOTAL OFF-SITE WETLAND MITIGATION AREA = 12.48 AC

IRC LITTORAL ZONE REQUIREMENTSTOTAL LAKE AREA AT ELEVATION 17.0' = 12.40 ACLITTORAL ZONE IS REQUIRED TO BE 30% OF LAKE AREAREQUIRED: 12.40 AC X 0.3= 3.72 AC OF LITTORAL ZONEPROPOSED: 3.72 AC OF LITTORAL ZONE (TRACT F, G, R AND S)

NATIVE UPLANDS CALCULATIONSTOTAL EXISTING NATIVE UPLANDS = 93.90 ACMINUS ROW DEDICATION NATIVE AREA = 1.85 ACTOTAL NATIVE UPLANDS AFTER DEDICATION = 92.05 AC

TOTAL UPLAND PRESERVATION REQUIRED = 92.05 * 0.15 (15%) = 13.81 ACTOTAL UPLAND PRESERVATION PROVIDED = UPLAND PRESERVE A-1/A-2 3.80 ACUPLAND PRESERVE B 0.93 ACUPLAND PRESERVE C 1.34 ACUPLAND PRESERVE D 0.36 ACUPLAND PRESERVE E-1/E-2 6.81 ACUPLAND PRESERVE F 0.82 ACUPLAND PRESERVE G 0.78 ACTOTAL AREA 14.84 AC

PROPOSED LITTORALZONE/WETLAND PRESERVATION\ ENHANCEMENT (3.72 AC)

PROPOSED NATIVE UPLAND PRESERVATION\

ENHANCEMENT (14.84 AC)

PUBLIC BENEFITS STATEMENT- PERIMETER BUFFER:

REQUIRED - 25' TYPE 'B' BUFFERPROPOSED - 25' TYPE 'B' BUFFER ON NORTH & SOUTH SIDE

- 50'-60' NATIVE UPLAND BUFFER ON WEST & EAST SIDE, PORTION OF NORTH AND SOUTH PL

- PROJECT DENSITY:ALLOWED - 732 UNITSPROPOSED - 397 UNITS

- CONSERVATION AREAS:NATIVE UPLANDS:

REQUIRED: 13.81 ACRESPROPOSED: 14.75 ACRES

LITTORAL/WETLANDSENHANCED: 3.72 ACRES

- R/W DEDICATION (58TH AVE -KINGS HIGHWAY)REQUIRED: 0' R/W DEDICATIONPROPOSED: 40' R/W DEDICATION

- R/W DEDICATION (33RD ST.)REQUIRED: 0' R/W DEDICATIONPROPOSED: 20' R/W DEDICATION

- OPEN SPACE/RECREATION AREA:REQUIRED: 9.00 ACRESPROPOSED: 10.78 ACRES

SF 50' SF 65' MF

50.0%

65 ft8,060 sf

20.0%

3,168 sf

7.5 ft

35 ft

13 ft

20 ft35 ft

15 ft

70.0%0.0%

32 ft- MINIMUM LOT DEPTH: N/A 124 ft 124 ft 99 ft

2' MODIFIEDMIAMI CURB

70' ROW

5'S/W

16' TRAVEL(ONE WAY)

12'MEDIAN

5'S/W

16' TRAVEL(ONE WAY) 6' PLANTER

TYPE "D" CURB

2' MODIFIEDMIAMI CURB

6' PLANTER

2' MODIFIED MIAMI CURB

42' ROW

5'S/W

5'S/W

4'PLANTER

4'PLANTER 20' TRAVEL

5' UTILITYEASEMENT

PHASING AND CONSTRUCTIONSCHEDULEPHASE 1 (JAN 2015- JAN 2017)- 68 SINGLE FAMILY UNITS

TOTAL LOT AREA: 529,958 SFTOTAL LOT IMPERVIOUS (80%): 423,967 SF

- 26 MULTI-FAMILY UNITSTOTAL LOT AREA: 85,965 SFTOTAL LOT IMPERVIOUS (90%): 77,369 SF

PHASE 2 (JAN 2017 - JAN 2019)- 61 SINGLE FAMILY UNITS


- 24 MULTI-FAMILY UNITSTOTAL LOT AREA: 77,115 SFTOTAL LOT IMPERVIOUS (90%): 69,404 SF

5' UTILITYEASEMENT

5' UTILITYEASEMENT

5 ft5 ft

PHASE 3 (JAN 2019 - JAN 2021)- 76 SINGLE FAMILY UNITS


- 24 MULTI-FAMILY UNITSTOTAL LOT AREA: 76,645 SF

TOTAL IMPERVIOUS (90%): 68,981 SFPHASE 4 (JAN 2021 - JAN 2023)- 94 SINGLE FAMILY UNITS TOTAL LOT AREA: 739,356 SF TOTAL LOT IMPERVIOUS (80%): 591,629 SF- 24 MULTI-FAMILY UNITS


2ADDRESS SJRWMD COMMENTS

12/03/14

3REVISED PER IRC COMMENTS

1/15/15

LEFTTURN LANE

CONSTRUCT

PHASE 4

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FD 5/8" IRON ROD & 3909



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NSNOTES:

1. KNOWN UTILITIES:AT&T (772) 460-4443COMCAST CABLE (772) 567-3444FLORIDA POWER AND LIGHT (561) 489-6204INDIAN RIVER COUNTY UTILITIES (772) 770-5323

2. THE NORTH RIGHT OF WAY LINE OF 33RD STREET BEARS N 8934'07"W 1642.79' AND ALL OTHER BEARINGS ARE RELATIVE THERETO.

3. PROPERTY LIES IN FLOOD ZONE "X", ACCORDING TO MAP 12061C0237 H & 12061C0239 H, DATED DECEMBER 4, 2012. COMMUNITY PANEL 120119.

4. THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTHAMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK ISINDIAN RIVER COUNTY CONTROL MONUMENTS GPS 119-R,ELEVATION 20.60' AND GPS 120, ELEVATION 21.31'. ONSITEBENCHMARKS ARE AS SHOWN HEREON.

EXISTING ZONINGTHE PROPERTY HAS A ZONING DESIGNATION OF RS-3 & L-2.

VEGETATIVE COMMUNITIES

3210 PALMETTO PRAIRIE 7.32 A.C.

3290 OTHER SHRUBS AND BRUSH 7.03 A.C.

4110 PINE FLATWOODS 86.06 A.C.

4220 BRAZILIAN PEPPER W/HARDWOODS 2.95 A.C.

4370 AUSTRALIAN PINE 1.33 A.C.

6190 EXOTIC WETLAND HARDWOODS 12.47 A.C.

6250 HYDRIC PINE FLATWOODS 0.74 A.C.

6310 WETLAND SHRUB 0.66 A.C.

6410 FRESHWATER MARSH 2.20 A.C.

6430 WET PRAIRIE 0.23 A.C.

8410 TRAILS 1.07 A.C.

NATIVE UPLANDS

NON-NATIVE UPLANDS

NATIVE UPLANDS

NON-NATIVE UPLANDS

NON-NATIVE UPLANDS

WETLAND AREAS

WETLAND AREAS

WETLAND AREAS

WETLAND AREAS

WETLAND AREAS

NON-NATIVE UPLANDS

NOHATCH

NOHATCH

NOHATCH

NOHATCH

SOIL BORING LOCATIONSEE SHEETS C-203 & C-204


1/15/15

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FD 5/8" IRON ROD & 3909



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37TH STREET - RIGHT OF WAY VARIES (35 M.P.H. POST SPEED LIMIT)30' INDIAN RIVER FARMS WATER CONTROL DISTRICT LATERAL A5

CANAL RIGHT OF WAY (CANAL SOUTH OF SECTION LINE)

CHERRY LANE (33RD STREET)(40 M.P.H. POSTED SPEED LIMIT)60' RIGHT OF WAY (N OF TRACT LINE)

30' CANAL RIGHT OF WAY (S OF TRACT LINE)

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EROSION CONTROL NOTES1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO

TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BEMADE FUNCTIONAL BEFORE UP-SLOPE LAND DISTURBANCE TAKES PLACE.

2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OFCONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACEMATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENTSEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES.

3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7)DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATIONSHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILLREMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREASTHAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.

4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED, COVERED OR CONTAINEDWITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARYPROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOILINTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.

5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISEPERMANENTLY STABILIZED.

6. AFTER ANY SIGNIFICANT RAINFALL, (12" OR GREATER) SEDIMENT CONTROL STRUCTURES WILL BE INSPECTEDFOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY.

7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, SLOPE DRAIN STRUCTURE OR APPROVED CONTROL.8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM, DITCH OR CHANNEL. ALL

STORM WATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THATSEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OROTHERWISE TREATED TO REMOVE SEDIMENT.

9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZEENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATESTEXTENT POSSIBLE DURING CONSTRUCTION.

10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TOENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BECONTINUALLY RESPONSIBLE FOR ALL SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE INWORKING CONDITION AT THE END OF EACH WORKING DAY.

11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS,PROVISIONS SHALL BEMADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERESEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY ATTHE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING ANDTRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLYAFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISIONLOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.

12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTERFINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED.

13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROMSEDIMENT DEPOSITION AND EROSION.

14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NUMBERS 101,102 AND 103 OF F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, IN ADDITION TO THESE PLANS.

15. CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES, RAINFALL RUN-OFF OR DEWATERINGACTIVITIES.

16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITYREQUIREMENTS.

17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAYBE NECESSARY ATCONTRACTOR'S EXPENSE. NOI TO BE POSTED ON SITE.

18. NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TOTHE PROJECT ENGINEER.

19. DEWATERING ACTIVITIES:A. DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS.B. CONTRACTOR MUST HAVE OR OBTAIN A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS

A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE-WATERING". UNLESS DEWATERINGACTIVITIES WILL RESULT

IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS.C. NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED BY THE WATER

MANAGEMENT DISTRICT FOR THAT AREA. DEWATERING EXISTING STORMWATER RETENTION AREAS(PONDS/LAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD.

D. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TOTHE PROJECT ENGINEER AND TO INDIAN RIVER COUNTY.

20. SEE ADDITIONAL DETAILS, SPECIFICATIONS AND REQUIREMENTS ON SHEET 6, 10, & 11.

ARCHAEOLOGICAL:IF PREHISTORIC OR HISTORIC ARTIFACTS, SUCH AS POTTERY OR CERAMICS, STONETOOLS, OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BEASSOCIATED WITH THE NATIVE AMERICAN CULTURES, OR EARLY COLONIAL ORAMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITEAREA, THE PERMITTED PROJECT SHOULD CEASE ALL ACTIVITIES INVOLVINGSUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THEPERMITEE, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OFSTATE, DIVISION OF HISTORICAL RESOURCES, REVIEW AND COMPLIANCE SECTION AT(850) 245-6333 OR (800) 847-7278, AS WELL AS THE APPROPRIATE PERMITTING AGENCYOFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTENAUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES. IN THE EVENT THATUNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALLWORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED INACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES.

STORMWATER POLLUTION PREVENTION PLANA SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE FOLLOWINGINFORMATION:1. DRAINAGE PATTERNS,- SEE SURVEY AND DRAINAGE PLAN SHEET 200 & 400-403.2. APPROXIMATE SLOPES AFTER MAJOR GRADING ACTIVITIES - SEE SHEET 400-403.3. AREAS OF SOIL DISTURBANCE, - SEE SHEETS 400-403, AND THIS SHEET.4. OUTLINE ALL AREAS THAT ARE NOT TO BE DISTURBED - N/A.5. LOCATION OF ALL MAJOR STRUCTURAL AND NON-STRUCTURAL

CONTROLS,-THIS SHEET.6. THE LOCATION OF EXPECTED STABILIZATION PRACTICES, -THIS SHEET.7. NO WETLANDS AND SURFACE WATERS .8. LOCATIONS WHERE STORMWATER MAY DISCHARGE TO A SURFACE WATER OR MS4.

SEE SHEET 400-403.

DESCRIBE THE NATURE OF THE CONSTRUCTION ACTIVITY:DEMOLITION, LAND CLEARING, EARTHWORK, PAVING AND UTILITY WORK FOR BUILDING,PARKING AND SITE IMPROVEMENTS.

DESCRIBE THE INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:1. SITE PREPARATION AND STABILIZE CONSTRUCTION ENTRANCE.2. INSTALL SILT FENCE AROUND PERIMETER OF SITE. INSTALL TURBIDITY BARRIERS AT ALL

OUTFALL LOCATIONS. CLEAR LAND. CONSTRUCT BERM ON PERIMETER AND TEMPORARYSWALES AS SHOWN ON PLANS. BERM SHALL BE CONSTRUCTED USING INITIALIMPORTED FILL MATERIAL. THE BERM AND SWALE SHALL BE SEEDED.

TOTAL AREA OF THE SITE: 120.10 ACRESTOTAL AREA OF THE SITE TO BE DISTURBED: 120.10 ACRES

EXISTING DATA DESCRIBING THE SOIL OR QUALITY OF ANY STORMWATER DISCHARGE:SEE SOIL BORINGS BY SHEETS 2. NO DISCHARGE FROM DISTURBED AREAS IS ANTICIPATED.

DRAINAGE AREA SIZE FOR EACH DISCHARGE POINT:ENTIRE SITE = 120.10 ACRES

LATITUDE AND LONGITUDE OF THE SITE:LATITUDE = 2739'22.96"NLONGITUDE = 8027'04.88"W

NOTES:1.THIS PLAN (SHEETS 4 AND 5), COPY OF FDEP NOI (STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES) AND ALL REQUIRED INSPECTION REPORTS, TESTS, AND ALL OTHER DOCUMENTATION SHALL BE KEPT AT THE PROJECT SITE.2.THE FOLLOWING CERTIFICATION SHALL BE COMPLETED BY AL CONTRACTORS/ SUB-CONTRACTORS RESPONSIBLE FOR ANY PORTION OF THE IMPLEMENTATION OF THE S.W.P.P.P.:

CERTIFICATION:" I CERTIFY UNDER THE PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH,THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FORSTORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THISSTORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER,"

SWPPPDESCRIPTION OF WORK/RESPONSIBILITY

NAMETITLE

CONTRACTOR ORSUB CONTRACTOR(NAME, ADDRESS, PHONE)

NAME/SIGNATURETO CERTIFICATION

DATE

BY:

SIGNATURE

BY:

SIGNATURE

BY:

SIGNATURE

PLAN PREPARATION:1. THIS PLAN ORIGINALLY PREPARED BY THE OWNER'S ENGINEER. THIS PLAN

WILL BE MADE AVAILABLE TO CONTRACTOR TO EDIT, CHANGE, MODIFY, AS ITDEEMS NECESSARY FOR COMPLIANCE WITH FDEP REGULATIONS, PERMITCONDITIONS, AND AS REQUIRED FOR CONTRACTOR TO SIGN THECERTIFICATION BELOW.

2. THE FOLLOWING CERTIFICATION SHALL BE SIGNED BY THE ENTITY(CONTRACTOR) RESPONSIBLE FOR SWPP PLAN IMPLEMENTATION:

" I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALLATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION INACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNELPROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ONMY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSEPERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THEINFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF TRUE,ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIESFOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE ANDIMPRISONMENT FOR KNOWING VIOLATIONS."

BY: DATE: .

SIGNATURE .

BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE IMPLEMENTED AT THE CONSTRUCTIONSITE AND TIME FRAMES IN WHICH THE CONTROLS WILL BE IMPLEMENTED:THE CONTRACTOR WILL USE HAY BALES, SILT FENCE, FILTER BARRIERS, AND OTHER BMPS. THE TIME FRAMESFOR CLEARING, EARTHWORK, AND ANTICIPATED BMP'S ARE:

1. INSTALL SILT FENCE AT PERIMETER OF SITE AND SILT BARRIERS AT DOWNSTREAM DITCHES/SWALES.2. CLEAR/GRUB AREA NECESSARY FOR TEMPORARY GRAVEL DRIVEWAY AND ADJACENT SWALE.3. CONSTRUCT TEMPORARY GRAVEL DRIVEWAY WITH SWALE, AND GRADE/SOD SWALE AT

ENTRANCE.4. CLEAR BALANCE OF SITE.5. CONSTRUCT 12" RCP AND MITERED END SECTIONS.6. IMPORT FILL MATERIAL:

-CONSTRUCT CONTAINMENT BERMS . SEED/MULCH BERMS.-FILL BALANCE OF SITE.

7. MAINTAIN DOWNSTREAM SILT BARRIERS AND PERIMETER SILT FENCE, DURING CONSTRUCTION.8. INCORPORATE ADDITIONAL BMP'S WHEN NEEDED DURING THE COURSE OF CONSTRUCTION.

-POLLYWADDLE/ SILT FENCE/ FILTER SACKS AS INLETS AND PIPES ARE INSTALLED.-PROVIDE STOCKPILE PROTECTION, CONCRETE/ STUCCO WASH AREAS, AND OTHER BMP'S WHEN NECESSARY TOCONTAIN PROPOSED WORK.

TEMPORARY AND PERMANENT STABILIZATION PRACTICES:-TEMP. HAY BALES/SLIT FENCES/FLOATING TURBIDITY BARRIERS PER PLAN. FILTER FABRIC SHALL BE PLACED UNDER THE ROCK GRAVEL DRIVEWAY, AT ALL SWALE OUTFALLS, AND RETENTION POND OUTFALLS.-PERM. SEEDED/MULCHED,SOD. CONTROLLED GRADING AND DRAINAGE TO DETENTION BASINS.-STABILIZE ALL DE-NUDED AREAS IF LEFT UNDISTURBED FOR MORE THAN 7 DAYS - USE RYE GRASS PER MANUFACTURER'S APPLICATION RATES, AND MULCHED WITH STRAW AT 4000 LB PER ACRE.

STRUCTURAL CONTROLS TO BE IMPLEMENTED TO DIVERT STORMWATER FLOW FROM RECEIVING WATERS:-TEMP. GRAVEL ENTRANCE ROAD, GRADED TO DRAIN TO A TEMPORARY SEDIMENT SWALE OR RETENTION AREA.-TEMP. DRAINS TO RETENTION PONDS-TEMP. BERMS AT PROJECT PERIMETER - PER PLAN.-INLETS/OUTLETS WILL BE PROTECTED WITH FILTER FABRIC AND PROPERLY INSTALLED HAY BALES.-SILT FENCE SHALL BE PLACED AROUND THE ENTIRE PERIMETER OF DISTURBED AREAS.-A DOUBLE ROW OF SILT FENCE WILL BE PROVIDED AROUND ALL STOCK PILE AREAS.

PERMANENT STORMWATER MANAGEMENT CONTROLS SUCH AS, DETENTION OR RETENTION SYSTEMS OR VEGETATEDSWALES.-WET DETENTION SYSTEMS INCORPORATED AS PERMANENT BMP FOR WATER QUALITY CONTROL.

DESCRIBE IN DETAIL CONTROLS FOR THE FOLLOWING POTENTIAL POLLUTANTS:WASTE DISPOSAL:-ON SITE WASTE WILL BE CONTAINERIZED, CONTRACTOR IS RESPONSIBLE FOR RECYCLING ALL WASTE MATERIALS, WITH A MINIMUM REQUIREMENT OF 75%.-CONCTERE/ STUCCO WASH AREA SHALL BE PROVIDED.-STOCKPILE AREAS SHALL BE PROTECTED WITH SILT FENCE AND STABILIZED/ SEEDED IF LEFT UNATTENDED FOR MORE THAN 7 DAYS.

OFFSITE VEHICLE TRACKING:-PROVIDE HARD SURFACE AT TEMP. DRIVEWAY (ROCK/GRAVEL DRIVEWAY).-REGULAR MAINTENANCE OF ADJACENT ROAD RIGHT OF WAY, INCLUDING STREET SWEEPING, & RUT REPAIR IN NON-PAVED AREAS.

APPLICATION RATES OF ALL FERTILIZERS, HERBICIDES AND PESTICIDES:-NONE PROPOSED.

STORAGE, APPLICATION, GENERATION AND MIGRATION OF ALL TOXIC SUBSTANCES:-NONE PROPOSED.

DESCRIPTION OF THE MAINTENANCE PLAN FOR ALL STRUCTURAL ANDNON-STRUCTURAL CONTROLS.-CONTRACTOR SHALL HAVE SWPPP COMPONENTS INSPECTED BY A FDEP CERTIFIEDINSPECTOR AND MAINTAIN ALL CONTROLS DAILY, AND HAVE WEEKLY SWPPPINSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS OF THE END OF ANYRAINFALL EVENT THAT IS 12" OR GREATER.-ENGINEER SHALL INSPECT PERIODICALLY.

EROSION AND SEDIMENTATION CONTROLA. THE LAND DISTURBING ACTIVITY SHALL CONFORM TO EXISTING TOPOGRAPHY AND

SOIL TYPE SO AS TO CREATE THE LOWEST PRACTICAL EROSION POTENTIAL.B. LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN A MANNER MINIMIZING

EROSION.C. THE DISTURBED AREA AND THE DURATION OF EXPOSURE TO EROSIVE ELEMENTS SHALL BE KEPT TO A PRACTICABLE MINIMUM.D. EROSION CONTROL MUST BE STRICTLY MAINTAINED DURING CUT AND FILL OPERATIONSE. DISTURBED SOIL SHALL BE STABILIZED AS QUICKLY AS PRACTICABLE.F. WHENEVER FEASIBLE, NATURAL VEGETATION OR MULCHING SHALL BE EMPLOYED

TO PROTECT EXPOSED CRITICAL AREAS DURING DEVELOPMENT.G. TEMPORARY VEGETATION OR MULCHING SHALL BE EMPLOYED TO PROTECT EXPOSED CRITICAL AREAS DURING DEVELOPMENT.H. PERMANENT VEGETATION AND STRUCTURAL EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS PRACTICABLE.I. ADEQUATE PROVISIONS MUST BE PROVIDED TO MINIMIZE DAMAGE FROM SURFACE

WATER TO THE CUT FACE OF EXCAVATIONS OR THE SLOPING SURFACE OF FILLS.J. TO THE EXTENT NECESSARY, SEDIMENT IN RUNOFF WATER MUST BE TRAPPED BY

THE USE OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS OR SIMILARMEASURES UNTIL HE DISTURBED AREA IS STABILIZED.

K. CUTS AND FILLS MUST BE CONSTRUCTED IN SUCH A MANNER THAT EROSION ANDRUNOFF FROM THE SITE DOES NOT ENDANGER ADJOINING PROPERTY.

L. FILLS MAY NOT ENCROACH UPON NATURAL WATERCOURSES OR CONSTRUCTEDCHANNELS IN A MANNER SO AS TO ADVERSELY AFFECT OTHER PROPERTY OWNERSWITHOUT ADEQUATE PROVISIONS FOR AN EQUIVALENT ALTERNATE SYSTEM WITH APOSITIVE OUTFALL.

M. ALL R.O.W.'S, WATERWAYS, STREETS AND SIDEWALKS SHALL BE BUFFERED BY ATWENTY (20) FOOT WIDE STRIP OF GRASS OR OTHER SUITABLE MEANS.

N. GRADING EQUIPMENT MUST CROSS FLOWING STREAMS BY MEANS OF BRIDGES ORCULVERTS EXCEPT WHEN SUCH METHODS NOT FEASIBLE AND PROVIDED IN ANYCASE, THAT SUCH CROSSINGS ARE KEPT TO A MINIMUM AND SEDIMENTATIONCONTROL DEVICES ARE PROVIDED.




1/15/15

2"-3" COURSE AGGREGATEMIN. 6" THICK

NOTES:1. THE ENTRANCE SHALL BE MAINTAINED IN A

CONDITION THAT WILL PREVENT TRACKING ORFLOWING OF SEDIMENT ONTO PUBLICRIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING,REPAIR AND/OR CLEAN OUT OF ANY MEASURESUSED TO TRAP SEDIMENT.

2. WHEN NECESSARY, WHEELS SHALL BE CLEANEDPRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.

3. WHEN WASHING IS REQUIRED, IT SHALL BE DONEON AN AREA STABILIZED WITH CRUSHED STONETHAT DRAINS INTO AN APPROVED SEDIMENT TRAPOR SEDIMENT BASIN.

20' M

IN.

50' MIN.

ROADWAY

FILTER FABRIC

DIVERSION RIDGE REQUIREDWHERE GRADE EXCEEDS 2%

2% OR GREATER

NOTE:USE SANDBAGS, STRAW BALES OROTHER APPROVED METHODS TOCHANNELIZE RUNOFF TO BASIN ASREQUIRED.

STRAW BALES, SANDBAGS ORCONTINUOUS BERM OF EQUIVALENTHEIGHT.

SUPPLY WATER TOWASH WHEELS IFNECESSARY. SPILLWAY

FLO

W

FLO

W

FLOW FLOW

DIVERSION RIDGE

RO

AD

WA

Y

SECTION A-A

A A

PLAN

TEMPORARY GRAVEL CONSTRUCTIONENTRANCE/EXIT-N.T.S.

R35'

R35

'

STOCKPILE OFERODIBLE MATERIAL

AA

NOTE:FOR STOCKPILING ERODIBLEMATERIAL FOR EXTENDEDPERIODS, THE AREA SHALL BESEEDED AND MULCHED.

SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLEMATERIAL-N.T.S.

NOTE:ALL STOCKPILES SHALL BE A MAXIMUMOF 25' HIGH.

SECTION A-A

25' M

AX

.

SILT FENCE AND/ORHAY BALES (TYP.)

FLOTATION

TYPE I

TYPE II

TYPE III

14" CHAIN

FOLDS FORCOMPACT STORAGE

NYLONREINFORCED VINYL

ALL SEAMS HEAT SEALED

ECONOMY FABRICS AVAILABLE18 OZ. 300 LB./IN. STANDARD

14" TIE ROPE

TYPE I. DOT FOR WATERS WITH LOWCURRENTS (NO MORE THAN ONE FOOTPER SECOND) AND LIGHT WINDS: LAKES,PONDS, SMALL STREAMS, MARSHES.FLEXIBLE TOP FLOTATION SECTION WITHENCAPSULATED EPS FOAM FLOTATIONLOGS (6"X6"X4')

FLOTATION

TOP LOAD LINE 516" VINYL COATEDCABLE

FOLDS EVERY 6'

STRESS PLATE5

16" CHAIN BALLASTAND LOAD LINE

STRESS PLATE (TO REMOVEPRESSURE FROM FLOATS)

STRESS BANDPVC SLOT-CONNECTOR

GALVANIZED #24SAFETY HOOK

100' STANDARD LENGTH

CANAL/DITCHBED

WATER SURFACE

ANCHOR (ASRECOMMENDEDBY THEMANUFACTURER)

STANDARDCONTAINMENTSYSTEMSLIGHT BUOY

AUTOMATIC FLASHING LIGHT(ON AT DUSK-OFF AT DAWN) 100' ONCENTER SHALL BE USED IN NAVIGABLECHANNELS ONLY

CURTAIN

5'5'

1' MIN

.

NOTE: ANCHORING TO BUOYS ASSHOWN REMOVES ALL VERTICALFORCES FROM THE CURTAIN,HENCE, THE CURTAIN WILL NOT SINKFROM WIND OR CURRENT LOADS.

2'M

IN.

ORIENTATION WHEN INSTALLED(TIDAL SITUATION-TYPE III)-N.T.S.

ATTACH LINESTO SHACKLE

BUOY

516" CHAIN

LAP LINK

FLOATATION

PVC SLOT-CONNECTOR

STRESS PLATE

516" VINYL COATING CABLE

(ON BOTH SIDES OF CURTAIN TOREDUCE STRAIN)

GALVANIZED #24SAFETY HOOK

22 OZ. NYLONREINFORCED VINYL

STRESS BAND

TYPE 2. DOT FOR HIGHER CURRENTWATERS (UP TO FIVE FEET PER SECOND):DEEPER LAKES, STREAMS, INTERCOASTALAND TIDAL AREAS. INCLUDES ANENCAPSULATED STEEL LOAD CABLEALONG TOP OF BARRIER AND 8"X8"X4'FLOTATION LOGS. WEAR STRESS POINTSARE REINFORCED WITH SHIELDS.

TYPE 3. DOT IS SIMILAR TO TYPE 2. DOTEXCEPT THAT POLYPROPYLENE FILTERFABRIC IS PERMANENTLY INSERTED INTOTHE BARRIER SKIRT TO MEET SOMESTATE'S SPECIFICATIONS.

BLOW-UP OFSHACKLE

CONNECTION

WATER SEAL

18 (OR 22) OZ. VINYLCOATED NYLON

METAL T-POSTS OR APPROVEDALTERNATIVE

EXISTING TREE TRUNK-DIAMETER VARIES

PROTECTIVE FENCING FORTREES-N.T.S.

ELEVATION

ORANGE VINYLCONSTRUCTION FENCING,CHAIN LINK OR SNOWFENCING OR APPROVEDEQUIVALENT

10' MAX.

3'

4'1.

5'

6'

ORANGE VINYL CONSTRUCTIONFENCING, CHAIN LINK FENCING,SNOW FENCING OR OTHER SIMILARFENCING AT LEAST (4') HIGH ANDSUPPORTED AT A MAXIMUM OFTEN-FOOT (10') INTERVALS BYMETAL T-POSTS OR APPROVEDMETHODS SUFFICIENT TO KEEPTHE FENCE UPRIGHT AND IN PLACE.WOODEN STAKES AND REBARPOSTS ARE NOT CONSIDERED ASAN APPROVED METHODSUFFICIENT ENOUGH TO KEEP THEFENCE UP RIGHT AND IN PLACE.

NOTES:1. ALL TREES RETAINED ON A SITE

SHALL BE PROTECTIVELYBARRICADED BEFORE ANDDURING CONSTRUCTIONACTIVITIES.

2. UNDERGROUND UTILITY LINESSHALL BE ROUTED AROUNDEXISTING TREES TO THE OUTSIDEOF THE DRIPLINE WHERE ABLE.

3. INSTALLATION OF FENCES ANDWALLS SHALL TAKE INTOCONSIDERATION THE ROOTSYSTEMS OF EXISTING TREES.

4. FENCE/BARRICADE SHALL BEINSTALLED AT PERIMETER OF ALLTRESS OR GROUP OF TREES TOBE PRESERVED. FENCE SHALLBE MAINTAINED DURINGCONSTRUCTION.

5. DO NOT PARK HEAVY EQUIPMENTON TREE ROOTS. DO NOT ADDFILL 4" TO 6" AROUND TREE. ALLWORK WITHIN THE CRZ MUST BEDONE BY HAND.

PLAN

EXISTING TREE TRUNK-DIAMETER VARIES

INLET GRATE

LOOPS SIZED FOR 1" REBAR. LIFTFILTER BAG FROM INLET USINGREBAR FOR HANDLES.

OVERFLOW HOLES (OPTIONAL)

GEOTEXTILE BAG

14" BRIGHTLY COLORED NYLON

ROPE, EXPANSION RESISTANT

LOOPS SIZED FOR 1" REBAR. USEREBAR FOR A HANDLE TO EMPTYFILTER SACK AT A SEDIMENTCOLLECTION LOCATION.

2"X2"X3 4" RUBBER BLOCK (TYP.)

FILTER SACKS FORGRATED INLETS AND

STABILIZEDROADWAYS-N.T.S.

LENGTH=L WIDT

H=W

DEPTH=D

SILT FENCE INLET PROTECTION-N.T.S.

2"X2" STAKE

FABRIC

FAB

RIC

EX

TEN

DS

1' MIN

.

GATHEREXCESSAT CORNERS

DROP INLETWITH GRATE

FRAME

CROSS BRACE

2"X4" WOOD FRAME

2"X4" WOOD FRAME

3'

15"

MIN

.18

"M

AX.

5' MIN.

(TYP.)

VIEW OF FRAME WITHOUTSILT FENCE

VIEW OF FRAME WITHSILT FENCE

10' MAXIMUM SPACING WITH WIRESUPPORT FENCE, 6' MAXIMUMSPACING WITHOUT WIRE SUPPORTFENCE

EXTRA STRENGTH FILTERFABRIC NEEDED WITHOUT WIREMESH SUPPORT

NOTES:1. SILT FENCE SHALL BE PLACED

ON SLOPE CONTOURS TOMAXIMIZE PONDINGEFFICIENCY.

2. INSPECT AND REPAIR FENCEAFTER EACH STORM EVENTAND REMOVE SEDIMENT WHENNECESSARY. 9" MAXIMUMRECOMMENDED STORAGEHEIGHT.

3. REMOVED SEDIMENT SHALL BEDEPOSITED TO AN AREA THATWILL NOT CONTRIBUTESEDIMENT OFF-SITE AND CANBE PERMANENTLY STABILIZED.

ATTACH FILTER FABRICSECURELY TO UPSTREAM SIDEOF POST

FLOW

STEEL OR WOOD POST-36" HIGH MAX.

1' MIN

.

FLOW

4"X6" TRENCH WITHCOMPACTED BACKFILL

PONDING HEIGHT

1' MIN

.

FLOW

34" MIN. DRAIN ROCK

9" M

AX

.S

TOR

AG

EH

EIG

HT

8"

PONDING HEIGHT

STEEL ORWOOD POST

TRENCH DETAIL INSTALLATION WITHOUT TRENCHING

TYPE IV SILT FENCE-N.T.S.

SOCK-PIPE OR ROCK BAG INLETFILTER-N.T.S.

POLY WHATTLES OR GEOHAY CURBINLET FILTER-N.T.S.

LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE

PROPERTIES TEST METHOD UNITS

GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITY

ASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491

300 LBS.20%120 LBS.800 P.S.I.120 LBS.80%40 US SIEVE40 GAL./MIN./SQ. FT.0.55 SEC. -1

MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE

PROPERTIES TEST METHOD UNITS

GRAB TENSILE STRENGTHGRAB TENSILE ELONGATIONPUNCTUREMULLEN BURSTTRAPEZOID TEARUV RESISTANCEAPPARENT OPENING SIZEFLOW RATEPERMITTIVITY

ASTM D-4632ASTM D-4632ASTM D-4833ASTM D-3786ASTM D-4533ASTM D-4355ASTM D-4751ASTM D-4491ASTM D-4491

265 LBS.20%135 LBS.420 P.S.I.45 LBS.90%20 US SIEVE200 GAL./MIN./SQ. FT.1.5 SEC. -1

ROCK BAG

ROCK BAG

POLY WHATTLEOR GEOHAY

ROCK BAGS

PRINCIPLE POSTPOSITION (CANTED 20TOWARD FLOW)

FILTER FABRIC

NOTE: SPACING FOR TYPE III FENCETO BE IN ACCORDANCE WITH CHART I,SHEET 1 OF 3 AND DITCHINSTALLATIONS AT DRAINAGESTRUCTURES SHEET 2 OF 3

SECTIONELEVATION

6'MAX.

SILT FLOW

20+-

OPTIONAL POSTPOSITIONS

VE

RTI

CA

L

FILTER FABRIC (INCONFORMANCE WITHSEC. 985 F.D.O.T.SPEC.)

8"15

"-18

"1'

MIN

.

3' M

IN.

POST OPTIONS:WOOD 2-1/2" MIN. DIA.WOOD 2"X4"OAK 1-1/2"X1-1/2"STEEL 1.33 LBS./FT. MIN.

NOTES: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (L.F.)

TYPE III SILT FENCE

SILT FENCE APPLICATIONS-N.T.S.

TYPE III SILT FENCEPROTECTION AROUND DITCHBOTTOM INLETS

DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARETO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.

SILT

FLOW

BINDING WIREWOOD OR METALSTAKES (2 PER BALE)

STRAW BALE

STAPLES(2 PER BALE)

10 mil PLASTIC LINING

NATIVE MATERIAL(OPTIONAL)

SECTION B-B

9' MIN.

VA

RIE

S

STAKE (TYP.)

STRAW BALE (TYP.)

10 mil PLASTIC LINING

AA

NOTES:1. ACTUAL LAYOUT

DETERMINED IN THEFIELD.

2. THE CONCRETEWASHOUT SIGNSHALL BE INSTALLEDWITHIN 30' OF THETEMPORARYCONCRETEWASHOUT FACILITY.

CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S.

PLANTYPE "ABOVE GRADE" WITH STRAW BALES

WIRE REINFORCED STAKED ANDTRENCHED SILT FENCE

STAKED AND TRENCHEDSILT FENCE

3' MIN.

DOUBLE ROW STAKED SILT FENCE FOR USE AROUNDWETLANDS-N.T.S.

4"TYP.

4" TYP.

SURFACERUNOFF

PLYWOOD, 4'X2'PAINTED WHITEBLACK LETTERS6" HEIGHTLAG SCREWS(12" DIA.)WOOD POSTS(4"X4"X9')

CONCRETE WASHOUT SIGNDETAIL (OR EQUIVALENT)

3'3'

.12" DIA.STEEL WIRE

2"

8"

STAPLE DETAIL

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EROSION CONTROL DETAILS

- All turbidity, erosion, and sedimentation controls shall be in accordance with `BestManagement Practices' as described in the Florida Land Development Manual: A

N.T.S.

Guide to Sound Land and Water Management.- Reference F.D.O.T. Index #102.

DITCH BOTTOM INLETCOMPLETED INLET

PROTECTION AROUND INLETS OR SIMILAR STRUCTURES

SidewalkAnchor Bales With 2 - 2" x 2" x 4'

Curb & GutterDitch

Stakes Per Bale.

Ditch

NOTES: *WETLAND PROTECTION PLAN*a. SILT FENCE MUST BE INSTALLED BY HAND ALONG SURVEYED CONSERVATION

EASEMENT BOUNDARIES (AT TOE OF SLOPE-SEE SECTIONS EE,N,O) PRIORTO CONSTRUCTION.

b. NO TURBID DISCHARGE TO WETLANDS IS PERMITTED.c. ALL STOCKPILE AND/OR CONSTRUCTION STAGING AREAS MUST BE LOCATED

100 FT. FROM WETLANDS.

TO BE USED AT SELECTED SITES WHERE THE

Compacted Along The Upstream Edge Of Bales.Loose Soil Placed By Shovel And Lightly

BARRIERS FOR FILL SLOPESNATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE

Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale.

conditions outlined in Chart I, Sheet 1 of 3, Index No. 102Application and Spacing: The use of Types I & II bale barriers should be limited to the

BARRIER FOR UNPAVED DITCHESTYPE II

ELEVATION

TYPE I

ELEVATION

Secure Edges By Entrenching And

Included In The Contract Unit Price

Shall Meet The Requirements Of

Specifications. Cost Of Fabric To Be

Extend Under Bags and Bales. Fabric

Section 985 Of The Standard

For Baled Hay Or Straw, TN.

Woven Filter Fabric In Absence OfEstablished Grass (Approx. 12' x 12').

Loose Soil Placed By Shovel And LightlyCompacted Along The Upstream Edge

5' Min.

Flow

PLAN

5' Typ.

Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale.

Rail

1' Min. Recommended

Post

Of Bales.

Sand Bags

Flow

PLAN

Anchor Bales With 2 - 2" x 2" x 4' Stakes Per Bale

5' Typ. 1' Min. Recommended

ELEVATION

ELEVATIONTO BE USED AT SELECTED SITES WHERE THENATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE

DITCH INSTALLATIONS

CL Median Ditch

Silt Barrier

Silt Barrier

Silt Barrier

Limits Of Construction

Sod

10' (Typ. )

50' Max.

Sod

Cross Drain

50' Max.

50' Max.Endwall

50' Max. Ditch

50' Max.

Limits Of Construction

Ditch Bottom Inlet

50' Max.

Sod

Bales To Butt

Flow

PLAN6' Min.

Stakes Per Bale.Anchor Bales With 2 - 2" x 2" x 4'

PLAN

As Required Sw

ale

Flow

Anchor Bales With 2 - 2" x 2" x 4'Stakes Per Bale.

Fill Slope

50' On Centers ( Typ. )

Fill Slope

Overlap Ends

AT DRAINAGE STRUCTURES

TEMPORARY ADS OUTFALLN.T.S.

TEMPORARY ADS OUTFALL

90 FITTING (SKIMMING MECHANISM)

TEMPORARY SEDIMENT SWALEFULLY STABILIZED AND GRASSED

PROVIDE ADDITIONAL SILT BARRIER/FILTERADJACENT TO OUTFALL PIPE.

12" MIN.

RECEIVING OUTFALL SWALE ORDITCH. STABILIZE/GRASS ORREVEGETATE. PROVIDE SILTBARRIER AT DOWNSTREAMPROPERTY LIMITS. CONTRACTORTO TEST TURBIDITY LEVELSWEEKLY.

EROSION CONTROL AND DEWATERING NOTES1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE

CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY

GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENTSEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES.

3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTIONOF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAINUNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONEYEAR.

4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT ISRESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLYTRANSPORTED FROM THE PROJECT SITE.

5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED

IMMEDIATELY.7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME

OR SLOPE DRAIN STRUCTURE.8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING

CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OROTHERWISE TREATED TO REMOVE SEDIMENT.

9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT ANDSTABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION.

10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THECONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKINGCONDITION AT THE END OF EACH WORKING DAY.

11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BYTRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BECLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO ASEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.

12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARYMEASURES ARE NO LONGER NEEDED.

13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION.14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN

STANDARDS, AND THE DETAILS AND NOTES ON THE PLANS.15. CONTRACTOR RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES - RAINFALL RUN-OFF OR DEWATERING ACTIVITIES.16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY REQUIREMENTS.17. THIS POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT CONTRACTORS EXPENSE.18. NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK (BY THE CONTRACTOR) AND MUST BE REPORTED TO THE PROJECT ENGINEER. LOCATION SHALL BE DETERMINED BY THE ENGINEER.19. DEWATERING ACTIVITIES: A - DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B - CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A "NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE-WATERING", UNLESS DE-WATERING ACTIVITIES WILL RESULT IN LESS THAN 300,000 GPD FOR 30 DAYS OR LESS. C - NO HYDRAULIC PUMPS MAY BE USED FOR DE-WATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. DEWATERING EXISTING STORMWATER RETENTION AREAS (PONDS/LAKES) MAY BE EXEMPT FROM THIS CONDITION. CONTRACTOR TO CONFIRM WITH SJRWMD. D - NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER.20. THE CONTRACTOR SHALL OBTAIN GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY.

A - BEFORE DISCHARGE OF PRODUCED GROUND WATER CAN OCCUR FROM THE SITE, ANALYTICAL TESTS ON SAMPLES OF THE PROPOSED UNTREATED DISCHARGEWATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS BY CONTRACTOR). IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEPINDUSTRIAL WASTEWATER PERMITTING WITHIN ONE WEEK OF COMMENCEMENT OF DISCHARGE (C.O. ALI KAZI, P.E., 3319 MAGUIRE BLVD. SUITE 232, ORLANDO, FL,32803), WITH A LETTER NOTIFYING THE AGENCY THAT DE-WATERING ACTIVITIES WILL COMMENCE PURSUANT TO 62-621.300(2) F.A.C. AND THE SITE QUALIFIES FORTHE GENERIC PERMIT.B - THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINTSOURCE TO SURFACE WATERS OF THE STATE, AS DEFINED IN CHAPTER62-620, F.A.C., ONLY IF THE REPORTED VALUES FOR THE PARAMETERS LISTED IN TABLE 1 DONOT EXCEED ANY OF THE LISTED SCREENING VALUES.C - MINIMUM REPORTING REQUIREMENTS FOR ALL PRODUCED GROUND WATER DISCHARGERS. THE EFFLUENT SHALL BE SAMPLED (BY CONTRACTOR)

BEFORE THE COMMENCEMENT OF DISCHARGE, AGAIN WITHIN THIRTY (30)DAYS AFTER COMMENCEMENT OF DISCHARGE, AND THEN ONCE EVERY SIX (6)MONTHSFOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OFTHIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WITH THE RECEIVING WATERS. THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERSLISTED ON TABLE 1.D - IF ANY OF THE ANALYTICAL TEST RESULTS EXCEED THE SCREENING VALUES LISTED IN TABLE 1, EXCEPT TOC, THE DISCHARGE IS NOT AUTHORIZED BY THISPERMIT. IF T.O.C. IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BESUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION.E - IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN AGENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATERPERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OFDISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS.

21. THE CONTRACTOR SHALL OBTAIN A STATE OF FLORIDA GENERIC PERMIT FORSTORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, ANDSHALL ADHERE TO ALL CONDITIONS OF THE PERMIT, INCLUDING INSPECTIONS, REPORTING,RECORD KEEPING AND CERTIFICATIONS.

SCREENING VALUES FOR DISCHARGE INTO:

Parameter Fresh Waters Coastal Waters

Total Organic Carbon (TOC)pH, standard unitsTotal Recoverable MercuryTotal Recoverable Cadmium

BenzeneNaphthalene

Total Recoverable CopperTotal Recoverable LeadTotal Recoverable ZincTotal Recoverable Chromium (Hex.)

10.0 mg/L6.0-8.5

9.3 g/L

1.0 g/L100.0 g/L

2.9 g/L0.03 mg/L86.0 g/L11.0 g/L

0.012 g/L

10.0 mg/L6.5-8.5

9.3 g/L

1.0 g/L100.0 g/L

2.9 g/L5.6 mg/L86.0 g/L50.0 g/L

0.025 g/L


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REVISED PER IRC COMMENTS

1/15/15

1 11 1213

14 15SHADOW BROOKPLAT BOOK 9, PAGE 17

CH

ER

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LA

NE

(33R

D S

TRE

ET)

(40

M.P

.H. P

OS

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SP

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D L

IMIT

)60

' RIG

HT

OF

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30' C

AN

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OF

WA

Y (S

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TRA

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135B

95B

160B

159B

158B

157B

156B

155B

TRA

CT

O

TRA

CT

L

TRACT E-1TRACT E-1

TRACT S

TRACT XTRACT F

1A

4A

6A

8A10A 12A 14A

16A

18A

20A

22A

62A64A

66A68A70A72A

74A

76A

78A

80A

82A 84A

85A

87A

93A

3A

5A

7A9A 11A 13A 15A

61A63A65A67A69A71A

73A

75A

77A

79A

81A 83A

86A

88A

89A90A

91A

92A

94A

17A

19A

21A

60A58A

56A 54A59A

57A 55A

23A

24A

25A

26A

27A

28A

29A

30A

31A

32A

33A

34A

35A

36A

37A

38A

2A

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PR

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LAT

& S

TRIP

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AG

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LAN

MATCHLINE A-A (SEE SHEET C-301)

MA

TCH

LINE

C-C

(SE

E S

HE

ET C

-303)

SE

CTIO

N 32, TO

WN

SH

IP 32 S

, RA

NG

E 39 E

HA

RM

ON

Y R

ES

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IND

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RIV

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C-301

C-300

C-304

C-303

C-302

84A - DENOTES PHASE 1 LOTSLOT DESIGNATIONS

140B - DENOTES PHASE 2 LOTS215C - DENOTES PHASE 3 LOTS281D - DENOTES PHASE 4 LOTS


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PLAT BOOK 15, SANCTUARY

PAGE 23C

HE

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3RD

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TRACT A-1

TRACT R-2

TRACT A-1

113B 117B114B 115B 116B 118B120B 122B

124B 126B 128B

142B140B

138B

136B

104B

106B

111B

101B

144B 146B148B

119B121B

123B 125B 127B

139B

141B

137B

135B

103B

105B

110B 112B

102B

143B 145B147B

149B

98B

100B

99B

95B

97B

96B

171B

170B

169B

168B

167B

166B

165B

164B

163B

162B

161B

160B

159B

158B

157B

156B

155B

154B

153B

152B

151B

150B

107B 109B108B

TRACT X

TRACT G

TRACT F

TRACT R-1

1A

22A

82A 84A81A 83A

23A

24A

25A

26A

27A

SE

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CA

P LB

6905, ELE

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21.44'NA

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MATCHLINE A-A (SEE SHEET C-300)

MA

TCH

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B-B

(SE

E S

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ET C

-304)

SE

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WN

SH

IP 32 S

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E 39 E

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C-300

C-304

C-303

C-302

KEY MAP




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TRACT D

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TRACT W

TRACT E-2

TRACT E-2

TRACT E-2

TRACT E-2

309D

363D 365D

367D 369D371D

373D

375D

377D

379D

380D382D

384D386D388D

390D

392D

394D

396D

361D359D

357D

355D

353D

351D

349D

347D

345D 343D341D

339D337D

335D333D

331D

329D

325D

323D

321D

319D317D

315D313D

311D

364D362D

366D368D

370D

372D

374D

376D

378D

381D383D385D387D

389D

391D

393D

395D

397D

310D

312D314D

316D318D

320D

322D

324D

326D

328D

330D

332D334D336D

338D340D

342D344D346D

348D

350D

352D

354D

356D

358D360D

1717

IN

DIA

N R

IVE

R B

LVD

., S

UIT

E 2

01 V

ER

O B

EA

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, FL

OR

IDA

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L 77

2 / 7

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622

FA

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770-

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inee

rs.c

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MATCHLINE E-E (SEE SHEET C-303)

SE

CTIO

N 32, TO

WN

SH

IP 32 S

, RA

NG

E 39 E

HA

RM

ON

Y R

ES

ER

VE

PD

IND

IAN

RIV

ER

CO

UN

TY, FLO

RID

AC-301

C-300

C-304

C-303

C-302




1/15/15

PR

ELI

MIN

AR

YP

LAT

& S

TRIP

ING

/S

IGN

AG

E P

LAN

15

FD 5/8" IR

ON

RO

D &

3909

FOU

ND

5/8" IRO

NR

OD

& 3909

WITN

ES

S C

AP

5.00' OFFS

ET

FOU

ND

5/8" IRO

NR

OD

& 3909

WITN

ES

S C

AP

5.00' OFFS

ET

156B

TRA

CT

I

TRACT B

TRACT C

TRA

CT

C

TRACT T-2

TRACT J-1

TRACT V

215C 213C 211C209C

207C

205C

203C

201C

244C

246C

248C250C252C254C

218C

220C

217C 216C214C 212C 210C

208C

206C

204C

202C

243C

245C

247C

249C251C253C255C

219C

222C

221C

200C

272C

273C

274C

275C

276C

277C

278C

279C 271C

TRACT U-1

16A

18A

20A

17A

19A

21A

56A 54A55A 53A

23A

24A

25A

26A

27A

28A

29A

30A

31A

32A

33A

34A

35A

36A

37A

38A

40A

39A 41A

42A

43A

44A

45A

46A

52A 51A 50A 49A 48A47A

TRA

CT

J-2

TRACT J-2

TRACT D

TRACT E-2

TRACT U-2

308D

306D

304D

309D

307D

305D

361D359D 319D317D311D310D

318D360D

288D

289D

290D

291D

292D

293D

294D

295D

296D

297D

298D

299D

300D

301D

302D

303D

280D

281D

282D

283D

284D

285D

286D

287D

1717

IN

DIA

N R

IVE

R B

LVD

., S

UIT

E 2

01 V

ER

O B

EA

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, FL

OR

IDA

329

60TE

L 77

2 / 7

70-9

622

FA

X 7

72 /

770-

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info

@sb

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MATCHLINE E-E (SEE SHEET C-303)

MA

TCH

LINE

C-C

(SE

E S

HE

ET C

-300)

MATCHLINE D-D (SEE SHEET C-304)

SE

CTIO

N 32, TO

WN

SH

IP 32 S

, RA

NG

E 39 E

HA

RM

ON

Y R

ES

ER

VE

PD

IND

IAN

RIV

ER

CO

UN

TY, FLO

RID

AC-301C-300

C-304

C-303

C-302




1/15/15

PR

ELI

MIN

AR

YP

LAT

& S

TRIP

ING

/S

IGN

AG

E P

LAN

22

37TH S

TRE

ET - R

IGH

T OF W

AY

VA

RIE

S(35 M

.P.H

. PO

ST S

PE

ED

LIMIT)

30' IND

IAN

RIV

ER

FAR

MS

WA

TER

CO

NTR

OL D

ISTR

ICT

LATE

RA

L A5 C

AN

AL R

IGH

T OF W

AY

(CA

NA

L SO

UTH

OF S

EC

TION

LINE

)

TRACT T-1

TRACT A-1

126B 128B 130B 132B127B 129B 131B 133B

149B

134B

173B

172B

171B

170B

169B

168B

167B

166B

165B

164B

163B

162B

161B

160B

159B

158B

157B

156B

154B

153B

152B

151B

150B

174B

175B

176B

177B

178B

179B

TRACT A-2

TRA

CT

HTR

AC

T I

TRACT T-2

TRACT T-3

TRACT A-2

TRACT V

203C

201C

244C

246C218C

220C

204C

202C

243C

245C219C

222C

224C

227C

230C

232C 234C 236C

238C

240C

241C

242C

196C

194C

192C

190C188C186C

184C182C180C

221C

223C

225C

228C

229C

231C233C

235C

237C

239C

200C

199C

197C

195C

193C

191C189C187C185C

183C181C

198C

272C

273C

274C

275C

276C

277C

278C

279C 271C

270C

269C

268C

267C

266C

265C

264C

263C

262C

261C

260C

259C

258C

257C

256C

226C

23A

24A

25A

26A

TRACT U-2

288D

289D

290D

291D

280D

281D

282D

283D

284D

285D

286D

287D

1717

IN

DIA

N R

IVE

R B

LVD

., S

UIT

E 2

01 V

ER

O B

EA

CH

, FL

OR

IDA

329

60TE

L 77

2 / 7

70-9

622

FA

X 7

72 /

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9496

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info

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ATC

HLIN

E B

-B (S

EE

SH

EE

T C-301)

MATCHLINE D-D (SEE SHEET C-303)

SE

CTIO

N 32, TO

WN

SH

IP 32 S

, RA

NG

E 39 E

HA

RM

ON

Y R

ES

ER

VE

PD

IND

IAN

RIV

ER

CO

UN

TY, FLO

RID

A

C-301

C-300

C-304

C-303

C-302

KEY MAP




1/15/15

PR

ELI

MIN

AR

YP

LAT

& S

TRIP

ING

/S

IGN

AG

E P

LAN

OHW OHW OHW OHW OHW OHW

BE BE BE BE BE BE BE BE BE BE BE BE BE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

9 10 11 17 18 19 2120 22

23

12 151413 16

PLAT BOOK 15, SANCTUARY

PAGE 23

1 11 1213

14

15

16

17

18

15

SH

AD

OW

BR

OO

KP

LAT

BO

OK

9, P

AG

E 1

7


PH

AS

E 1

PHASE 1 PHASE 1

PHASE 1PHASE 1

PHASE 1

PH

AS

E 4

PHASE 2 PHASE 2

PH

AS

E 2

PHASE 2

PH

AS

E 2

PH

AS

E 2

PHASE 2

PH

AS

E 2

PHASE 2

PHASE 2

PH

AS

E 1

PH

AS

E 1

PH

AS

E 1

PH

AS

E 1

PHASE 4

PH

AS

E 4

PH

AS

E 4

PH

AS

E 4

PHASE 4

PHASE 4

PHASE 4

PHASE 4

PH

AS

E 4

PH

AS

E 4

PH

AS

E 3

PHASE 3

PH

AS

E 3

PHASE 3

PH

AS

E 3

PHASE 3

PH

AS

E 3

PHASE 3

PHASE 3

PH

AS

E 3

PH

AS

E 3

PH

AS

E 1

PH

AS

E 1

PH

AS

E 1

PH

AS

E 1

PH

AS

E 1

PH

AS

E 1

PH

AS

E 2

PH

AS

E 3

PH

AS

E 4

PHASE 4

PHASE 2

PHASE 3

PHASE 3

SE

T 5/8 RE

BA

R &

CA

P LB

6905, ELE

VA

TION

21.44'NA

VD

BE

NC

HM

AR

K #1

SE

T PK

NA

IL & D

ISK

LB6905, E

LEV

ATIO

N 22.07'N

AV

D

BE

NC

HM

AR

K #2

SAN SAN

SA

NS

AN

SANSANSAN SAN

SA

NS

AN

SAN SANSANSAN

SA

NS

AN

SAN SAN

1717

IN

DIA

N R

IVE

R B

LVD

., S

UIT

E 2

01 V

ER

O B

EA

CH

, FL

OR

IDA

329

60TE

L 77

2 / 7

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622

FA

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info

@sb

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inee

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om

UTI

LITY

OV

ER

ALL

PLA

NPROPOSED SIGN

FILTER FENCE/SEDIMENT BARRIER

PROPOSED STREET LIGHTPROPOSED FORCE MAIN

PROPOSED DRAINAGE INLET

PROPSED SANITARY SEWERLINE

PROPOSED FIRE HYDRANT

FLOW DIRECTIONPROPOSED DRAINAGE

PROPOSED DRAINAGE JUNCTION BOX

PROPOSED SPOT ELEVATION

EXISTING SPOT ELEVATION

AND / OR C.L. SWALE

PROPOSED DRAINAGE PIPE

PROPOSED WATER MAIN

DRAINAGE STRUCTURE LABEL

PROPOSED GRADE / CONTOUR

FM FM

SAN SAN

WAT

X 15.33

SEWER STRUCTURE LABEL

PROPOSED SEWER MANHOLES

PROPOSED MODIFIED MIAMI INLET



SEWER STRUCTURE SCHEDULE

Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset1 21.40 6.92 W 6.82 S 11.34 E 414+39.49 02 21.20 12.10 S 13.79 N 12.00 W 416+47.67 03 21.64 13.03 E 12.93 N 825+97.08 5.97 LT4 21.44 13.91 E 13.81 W 823+51.16 6.70 LT5 21.50 14.86 NE 14.76 W 821+04.21 4.77 RT6 21.75 15.16 N 15.06 SW 820+35.27 6.85 LT7 21.75 16.51 N 16.41 S 816+42.32 08 21.61 17.94 S 812+80.30 09 21.57 17.90 W 811+24.77 0

10 21.43 16.95 E 16.85 W 808+84.35 4.76 RT11 21.57 16.22 E 16.12 SW 806+83.28 012 21.90 15.88 NE 15.78 S 805+97.50 013 21.50 14.91 N 14.81 S 803+22.55 014 21.95 7.64 S 11.38 W 7.54 E 412+43.12 015 21.42 8.62 S 8.52 N 718.87.11 016 21.90 9.53 W 13.24 S 9.43 N 212+35.29 017 21.60 14.58 S 14.48 N 712+41.02 018 21.95 15.73 W 15.68 S 15.58 N 112+37.30 019 21.69 16.76 W 16.66 N 706+16.91 6.00 RT20 21.61 17.90 E 703+26.86 021 21.62 17.95 N 702+58.05 022 21.75 16.93 S 16.83 E 108+89.77 023 21.55 17.88 W 103+83.18 024 22.00 16.30 S 16.20 N 16.36 E 100+00.00 025 21.55 17.88 N 600+80.14 30.44 LT26 21.66 15.13 S 15.03 N 608+02.20 027 21.90 13.86 S 13.76 E 16.10 N 200+00.00 028 21.35 17.68 S 615+71.30 029 21.59 12.85 W 12.75 E 203+09.04 030 21.90 11.71 W 11.61 E 206+11.88 031 21.70 10.63 W 10.53 E 209+21.66 032 21.95 12.37 W 12.59 N 12.27 E 409+62.19 033 21.90 13.58 W 13.48 E 16.22 S 406+13.11 034 21.31 17.64 N 301+68.40 035 21.65 14.65 W 14.55 E 403+07.07 036 21.95 15.72 N 15.62 E 400+00.00 037 21.40 16.65 N 16.55 S 619+64.38 038 21.43 17.76 S 622+47.46 039 21.50 17.83 E 623+94.73 040 21.81 16.24 W 16.14 E 627+95.86 041 21.65 15.13 W 15.03 SE 631+13.75 7.12 LT42 21.16 14.53 NW 14.43 S 632+71.49 7.21 LT43 21.70 13.86 N 13.76 S 634+51.25 044 21.00 ??.?? N

EXIST. 8'' WM EXIST. 8'' WM EXIST. 8'' WM EXIST. 8'' WM EXIST. 8'' WM EXIST. 8'' WM EXIST. 8'' WM EXIST. 8'' WM EXIST. 8'' WM EXIST. 8'' WM EXIST. 8'' WM EXIST. 8'' WM

EX FM EX FM EX FM EX FM EX FM EX FM EX FM EX FM EX FM EX FM EX FM

SA

NS

AN

SA

NS

AN

SAN SANSAN SAN

SA

NS

AN

SA

NS

AN

SA

NS

AN

SA

NS

AN

SANSAN

SA

NS

AN

SANSAN SAN

SAN

SANSAN

6" PVC W

.M.

OV

ER

HE

AD

LINE

S

BU

RIE

D TE

LEP

HO

NE

OV

ER

HE

AD

LINE

S

EXISTING 6" PVC F.M.

EXISTING 20" D.I.P. W.M.

EXISTING 20" D.I.P. W.M.

EXISTING 6" PVC F.M.

6" PV

C W

.M.

6" PVC W.M.

6" PVC W.M.

6" PV

C W

.M.

8" PVC W.M.

6" PVC W.M.

6" PVC W.M.6" PVC W.M.6" PVC W.M.

6" PVC W.M.

6" PV

C W

.M.

6" PVC W

.M.

6" PV

C W

.M.

6" PVC W.M.6" PVC W.M.6" PVC W.M.

6" PVC W.M.

6" PV

C W

.M.

6" PV

C W

.M.

6" PV

C W

.M.

6" PV

C W

.M.

6" PVC W.M.6" PVC W.M.

6" PVC W

.M.

6" PVC W.M.

6" PVC W.M.

8" PV

C S

.S.

8" PV

C S

.S.

8" PVC S.S. 8" PVC S.S. 8" PVC S.S. 8" PVC S.S. 8" PVC S.S. 8" PVC S.S.

8" PVC S.S.

8" PVC S.S. 8" PVC S.S.

8" PVC S.S.

8" PVC S.S.8" PVC S.S.8" PVC S.S.

8" PVC S.S.

8" PVC S.S.

8" PVC S.S.8" PVC S.S.

8" PVC S.S.

8" PVC S.S.

8" PVC S.S.

6" PV

C W

.M.

6" PV

C W

.M.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PV

C S

.S.

8" PVC S.S.

8" PVC S.S.

8" PVC S.S.

EX

ISTIN

G 8" P

VC

W.M

.

EX

ISTIN

G 6" P

VC

F.M.

WAT

6" PVC W.M.

LS-1

S-26

S-25 S-24 S-27

SANSAN

S-28 S-36

S-37S-38

S-39

S-40

S-41

S-42

S-43

S-32

S-33

S-35

S-34

S-30

S-44

S-29

S-23

S-22

S-21S-20

S-19

S-18

S-17

S-16

S-15

S-14

S-1

S-2

S-13

S-12

S-11

S-10

S-9

S-8

S-7

S-6

S-5

S-4

S-3

WATWAT WAT

WAT WAT

WAT

WA

TW

AT

WATWATWAT

WATWAT

WATWAT

WAT

WA

TW

AT

WAT

WAT

WATWATWATWATWAT

WATWATWATWATWAT

WA

TW

AT

WAT

WAT

WA

TW

AT

WAT

WAT

WAT

WA

T

WAT WAT WAT WATWAT WAT

WAT WAT WAT WATWAT WAT

WAT WATWAT

WAT

WAT

WAT

WA

T

WAT

WAT

WAT

WAT

WATWATWATWAT

WA

TW

AT

WA

TW

AT

WA

TW

AT

WAT

WA

T

WAT WAT WAT

WA

TW

AT

WA

TW

AT

WA

TW

AT

WA

TW

AT

WAT

WAT

WA

TW

AT

WA

TW

ATW

AT

EX

IST.

8'' W

ME

XIS

T. 8

'' WM

EX

IST.

8'' W

ME

XIS

T. 8

'' WM

EX

IST.

8'' W

ME

XIS

T. 8

'' WM

EX

IST.

8'' W

M

EX

FME

X FM

EX

FME

X FM

EX

FME

X FM

EX

FME

X FM

EX

FME

X FM

EX

FME

X FM

EX

FME

X FM

EX

FME

X FM

EX

FME

X FM

EX

FME

X FM

EX

FM

8" PVC S.S.

6" PV

C W

.M.

S-31

8" PVC W.M.

EX

IST. 8'' W

ME

XIS

T. 8'' WM

EX

IST. 8'' W

ME

XIS

T. 8'' WM

EX

IST. 8'' W

ME

XIS

T. 8'' WM

EX

IST. 8'' W

M

EX

FM

EX

FM

EX

FM

EX

FM

EX

FM

EX

FM

EX

FM

EX

FM

EX

FM

EX

FM

EX

FM

EX

FM

EX

FM

EX

FM

6" PV

C W

.M.

113B 117B114B 115B 116B 118B120B 122B

124B 126B 128B 130B132B

142B140B

138B

136B

104B

106B

111B

101B144B 146B

148B

119B 121B123B 125B 127B 129B 131B 133B

139B

141B

137B

135B

103B

105B

110B 112B

102B143B 145B

147B

149B

1A

3A

5A

7A9A 11A 13A

15A

17A

19A

21A

61A63A65A67A69A71A

73A

75A

77A

79A

81A 83A

85A

87A

93A

98B

2A

4A

6A 8A10A 12A 14A

60A62A64A66A68A70A72A

74A

76A

78A

80A 82A 84A

86A

88A

89A90A

91A

92A

100B

99B

94A

95B

97B

96B

16A

18A

20A

59A 57A 55A 53A

308D

306D

304D

215C 213C 211C209C

207C

205C

203C

201C

244C

246C

248C250C252C254C

218C

220C

58A 56A 54A 52A

309D

307D

305D

217C 216C214C 212C 210C

208C

206C

204C

202C

243C

245C

247C

249C251C253C255C

219C

222C

224C

227C

230C232C 234C 236C

238C

240C

241C

242C

196C

194C

192C

190C188C

186C184C182C

180C

221C

223C

225C

228C

229C231C 233C

235C

237C

239C

200C

199C

197C

195C

193C

191C189C

187C185C183C181C134B

198C

363D 365D367D 369D 371D

373D

375D

377D

379D380D

382D384D386D

388D

390D

392D

394D

396D

361D359D

357D

355D

353D

351D

349D

347D

345D 343D341D 339D 337D

335D 333D

331D

329D

325D

323D

321D

319D317D315D313D

311D

364D362D366D

368D 37

Documents

1 - Harmony Reserve