The document is construction plans for Harmony Reserve, providing details on the site location, required permits, and conceptual planned development. It includes information on 4 parcels making up the property location in Indian River County, Florida. The plans show the proposed layout of the development including phases, tracts for villas and lakes, roadways, and required open space. It specifies the development parameters for lot sizes, setbacks, and maximum density in accordance with the planned development zoning.

1. HARMONY RESERVE
CONSTRUCTION PLANS
REVISION
1717 INDIAN RIVER BLVD., SUITE 201 VERO BEACH, FLORIDA 32960
CERTIFICATION OF AUTHORIZATION NO.: 00008668
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com
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 47048
DATE:
REG. No 57396
REG. No 57605
37TH ST. AND 58TH AVE.
LEGAL DESCRIPTION
MARK DATE
Know what's
R
I.R.C. CONCEPTURAL PD REZONING
PRELIMINARY PLAT
LAND DEVELOPMENT
LAND CLEARING/ TREE REMOVAL
UTILITIES (I.R.C.D.U.S.)
RIGHT OF WAY PERMIT
CONCURRENCY
STORMWATER
SJRWMD ENVIRONMENTAL RESOURCE STORMWATER PERMIT
FLORIDA DEP DRINKING WATER
WASTEWATER
NOTICE OF INTENT (SWPPP)
IRFWCD DRAINAGE CONNECTION
DEVELOPMENT PERMITN
DRIVEWAY CONNECTION
SECTION 32, TOWNSHIP 32 SOUTH, RANGE 39 EAST
INDIAN RIVER COUNTY, FLORIDA
LOCATION MAP
VICINITY MAP
SITE
33RD STREET
SITE
SANCTUARY OF
INDIAN RIVER
ZONING: RS-6
KINGSWAY SUB.
VARIOUS OWNERS
ZONING: RS-3
LAND USE: L-2
INDIAN RIVER
FARMS 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
66THAVE
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, THE
NORTH 115 FEET OF LOT 5, THE SOUTH 210 FEET OF LOT 5, THE NORTH 115 FEET OF LOT
6, THE SOUTH 210 FEET OF LOT 6, AND LOTS 7, 8, 9, 10, 11 AND 12, ALL IN ALBRECHT
ACRES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 2, PAGE 74, OF
THE 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 OF
THE EAST 10.27 ACRES OF TRACT 2, THE WEST 20 ACRES OF THE EAST 30.27 ACRES OF
TRACT 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 INDIAN
RIVER FARMS COMPANY FILED IN THE OFFICE OF 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.
PARCEL 3:
TRACT 7, SECTION 32, TOWNSHIP 32 SOUTH, RANGE 39 EAST, ACCORDING TO THE LAST
GENERAL PLAT OF LANDS OF THE INDIAN RIVER FARMS COMPANY FILED IN THE OFFICE
OF 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, LESS
AND EXCEPT THE 30 FOOT ADDITIONAL RIGHT OF WAY CONVEYED TO INDIAN RIVER
COUNTY, 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 32
SOUTH, RANGE 39 EAST, ACCORDING TO THE LAST GENERAL PLAT OF LANDS OF THE
INDIAN RIVER FARMS COMPANY FILED IN THE OFFICE OF 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, LESS AND EXCEPT THE 30 FOOT
ADDITIONAL RIGHT OF WAY CONVEYED TO INDIAN RIVER COUNTY, FLORIDA FOR 33RD
STREET AS RECORDED IN OFFICIAL RECORDS BOOK 940, PAGE 95, OF THE PUBLIC
RECORDS OF INDIAN RIVER COUNTY, FLORIDA.
THE PROPERTY INCLUDES ALL OR PART OF THE
FOLLOWING:
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.
58THAVE
ZONING: RS-3
LAND USE: L-1
SHADOW
BROOK
ZONING: RS-3
LAND USE: L-2 ZONING: RS-6
SQUIRE SUB.
LAND USE: L-2
ZONING: RS-3
LAND USE: L-2
PALM VILLA
ESTATES SUB
INDIAN RIVER
FARMS CO SUB
HARMONY RESERVE, LLC
C/O SCHULKE, BITTLE & STODDARD, LLC
1717 INDIAN RIVER BOULEVARD SUITE 201
VERO BEACH, FLORIDA 32960
(772) 770-9622
JODAH B. BITTLE, P.E. FL REG. #57396
SCHULKE, BITTLE AND STODDARD, L.L.C.
1717 INDIAN RIVER BOULEVARD SUITE 201
VERO BEACH, FLORIDA 32960
(772) 770-9622
MERIDIAN LAND SURVEYORS
1717 INDIAN RIVER BLVD. STE 201
VERO BEACH, FL 32960
(772) 794-1213
FOR

2. FD 5/8" IRON ROD
& 3909
FOUND BRASS DISK IN
CUTOUT NE CORNER
SECTION 32-32-39
FD 5/8" IRON ROD
& 3909
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT &
3909 CAP
FOUND 4X4
CONCRETE
MONUMENT NO
CAP
FOUND 4X4
CONCRETE
MONUMENT NO
CAP
FOUND 5/8"
IRON ROD &
5243 CAP
11.23' NORTHFOUND 4X4
CONCRETE
MONUMENT
& 3909 CAP
FOUND 5/8"
IRON ROD &
3909 CAP
FD 5/8" IRON ROD & 3909
FOUND 5/8" IRON
ROD & 3909
WITNESS CAP
5.00' 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)
FIRM PANEL 0239H
FIRM PANEL 0237H
12
11
1
18
1716
15
14
13
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
60'
EXISTING
ROW
30'
IRFWCD
SUBLATERAL
A-5
24'EXISTING
ROADWAY25'EXISTING
ROADWAY
60'
EXISTING
ROW
PHASE 1
PHASE1PHASE1
PHASE1
PHASE1
PHASE 1
PHASE 4
PHASE2PHASE2
PHASE 2
PHASE2
PHASE 2
PHASE 2
PHASE2
PHASE 2
PHASE2
PHASE2
PHASE 1
PHASE 1
PHASE 1
PHASE 1
PHASE4
PHASE 4
PHASE 4
PHASE 4
PHASE4
PHASE4
PHASE4
PHASE4
PHASE 4
PHASE 4
PHASE 3
PHASE3
PHASE 3
PHASE3
PHASE 3
PHASE3
PHASE 3
PHASE3
PHASE3
PHASE 3PHASE 3
PHASE 1
PHASE 1
PHASE 1
PHASE 1
PHASE 1
PHASE 1
PHASE 2
PHASE 3
PHASE 4
PHASE4
PHASE2
PHASE3
PHASE3
MIN.55'
NATIVE
BUFFER
MIN.25'
NATIVE
BUFFER
MIN.50'
NATIVE
BUFFER
TRACTA-1
TRACT N
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50 50 50
5050
50
50
50
50
50
50 50 50
LAKE 3
TRACT T-1
WET DETENTION
STORMWATER SYSTEM
(AESTHETIC AMENTITY)
48'
118'
50'
TRACTA-1
CONSTRUCT
8' SIDEWALK TRACT M
MIN.25'
NATIVE
BUFFER
VILLAS
48 UNITS
TRACT A-2 TRACT B
TRACT C
TRACT I
TRACT H
MIN. 25'
NATIVE
BUFFER
50
50
50
50
50
50
50
505050
50
5050
50
50
50505050505050
50
50
50
50
50
50
505050
50
50
50
50
50
50
50
TRACTJ-1
TRACTA-2
LAKE 5
TRACT V
WET DETENTION
STORMWATER SYSTEM
(AESTHETIC AMENTITY)
NOT INCLUDED
NOT INCLUDED
TRACTT-3
TRACTT-2
MIN.60'
NATIVE
BUFFER
20'ROW
DEDICATION
30'
IRFWCD
SUBLATERAL
A-4
80'
PROPOSED
ROW
TRACTE-1
TRACT E-1
TRACT L
TRACT O
MIN.25'
NATIVE
BUFFER
LIFTSTATION
40'X30'
EASEMENT
50
50 50 50 50
5050
505050
50
50
65
50
50
50
50
50
50
50
50
50
50
50
50
50
50
50 50 50
50
50
50
50
50
5050
LAKE 4
TRACT U-1
WET DETENTION
STORMWATER SYSTEM
(AESTHETIC AMENTITY)
MIN.60'
NATIVE
BUFFER
CONSTRUCT RIGHT
TURN LANE
CONSTRUCT
8' SIDEWALK
PHASE 1
CLUBHOUSE AND
RECREATIONAL AREA
TRACT X
4.58 AC
LAKE 2
TRACT S
WET DETENTION
STORMWATER
AMENTITY)
SYSTEM
(AESTHETIC
PROPOSED
LITTORAL ZONE /
WETLAND AREA
0.34 AC
PROPOSED
LITTORAL ZONE /
WETLAND AREA
0.34 AC
LAKE 1
TRACT R-1
WET DETENTION
STORMWATER
AMENTITY)
SYSTEM
(AESTHETIC
PROPOSED LITTORAL ZONE /
WETLAND AREA
1.94 AC
TRACT G
TRACT F
PROPOSED
LITTORAL ZONE /
WETLAND AREA
1.10 AC
TRACTR-2
50
VILLA
2UNIT
40' ROW
DEDICATION
MIN.25'
NATIVE
BUFFER
MIN.60'
NATIVE
BUFFER
TRACT E-2
TRACT D
TRACT E-2
TRACT J-2
TRACT K
MIN.25'
NATIVE
BUFFER
50
50 50 50
50 50
50
50
50
50
50
50
50
50
50
5050
50
50
50
50
50
50
50
505050
50
LAKE6
TRACTW
WETDETENTION
STORMWATERSYSTEM
(AESTHETICAMENTITY)
MIN.50'
NATIVE
BUFFER
50 50 50 50
50
50
50
50
50
50505050
50
50
50
50
50
40'
40'
TRACTJ-2
VILLAS
48 UNITS
TRACT E-2
MIN.50'
NATIVE
BUFFER
TRACTE-2
40' ROW
DEDICATION
TRACTU-2
MIN. 25'
NATIVE
BUFFER
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
CONCEPTUAL
PLANED
DEVELOPMENT
- 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 ft
12,000 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/RECREATIONAL
AREA 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 CALCULATIONS
TYPE TRACT PHASE ACREAGE
UPLAND PRESERVE A-1 2 2.22 AC
UPLAND PRESERVE A-2 3 1.58 AC
UPLAND PRESERVE B 3 0.93 AC
UPLAND PRESERVE C 4 1.34 AC
UPLAND PRESERVE D 4 0.36 AC
UPLAND PRESERVE E-1 1 2.01 AC
UPLAND PRESERVE E-2 4 4.80 AC
UPLAND/LITTORAL F 1 2.02 AC
UPLAND AREA: 0.92 AC
LITTORAL/WETLAND: 1.10 AC
UPLAND/LITTORAL G 1 2.72 AC
UPLAND AREA: 0.78 AC
LITTORAL/WETLAND: 1.94 AC
TYPE 'B' BUFFER H 3 0.22 AC
TYPE 'B' BUFFER I 3 0.21 AC
TYPE 'B' BUFFER J-1 3 0.35 AC
TYPE 'B' BUFFER J-2 4 0.64 AC
TYPE 'B' BUFFER K 4 0.33 AC
TYPE 'B' BUFFER L 1 0.21 AC
TYPE 'B' BUFFER M 2 0.26 AC
OPEN SPACE N 2 0.08 AC
OPEN SPACE O 1 0.16 AC
OPEN SPACE REMOVED P 2 0.10 AC
OPEN SPACE REMOVED Q 1 0.12 AC
STORMWATER/LITTORAL R-1 1 2.96 AC
STORMWATER: 2.62 AC
LITTORAL/WETLAND: 0.34 AC
OPEN SPACE R-2 2 0.06 AC
STORMWATER/LITTORAL S 1 2.97 AC
STORMWATER: 2.63 AC
LITTORAL/WETLAND: 0.34 AC
STORMWATER T-1 2 2.61 AC
OPEN SPACE T-2 3 0.10 AC
OPEN SPACE T-3 3 0.07 AC
STORMWATER U-1 1 2.77 AC
OPEN SPACE U-2 4 0.11 AC
STORMWATER V 3 5.48 AC
STORMWATER W 4 3.36 AC
CLUBHOUSE X 1 4.58 AC
WETLAND/PRESERVATION AREAS
TOTAL EXISTING WETLAND AREA = 16.30 AC
MINUS WETLAND IN ROW DEDICATION = 0.10 AC
TOTAL EXISTING WETLAND AFTER DEDICATION = 16.20 AC
TOTAL EXISTING WETLAND TO BE REMOVED = 16.20 AC
TOTAL EXISTING WETLAND TO REMAIN = 0.00 AC
TOTAL LITTORAL ZONE/ WETLAND PROPOSED = 3.72 AC
TOTAL OFF-SITE WETLAND MITIGATION AREA = 12.48 AC
IRC LITTORAL ZONE REQUIREMENTS
TOTAL LAKE AREA AT ELEVATION 17.0' = 12.40 AC
LITTORAL ZONE IS REQUIRED TO BE 30% OF LAKE AREA
REQUIRED: 12.40 AC X 0.3= 3.72 AC OF LITTORAL ZONE
PROPOSED: 3.72 AC OF LITTORAL ZONE (TRACT F, G, R AND S)
NATIVE UPLANDS CALCULATIONS
TOTAL EXISTING NATIVE UPLANDS = 93.90 AC
MINUS ROW DEDICATION NATIVE AREA = 1.85 AC
TOTAL NATIVE UPLANDS AFTER DEDICATION = 92.05 AC
TOTAL UPLAND PRESERVATION REQUIRED =
92.05 * 0.15 (15%) = 13.81 AC
TOTAL UPLAND PRESERVATION PROVIDED =
UPLAND PRESERVE A-1/A-2 3.80 AC
UPLAND PRESERVE B 0.93 AC
UPLAND PRESERVE C 1.34 AC
UPLAND PRESERVE D 0.36 AC
UPLAND PRESERVE E-1/E-2 6.81 AC
UPLAND PRESERVE F 0.82 AC
UPLAND PRESERVE G 0.78 AC
TOTAL AREA 14.84 AC
PROPOSED LITTORAL
ZONE/WETLAND
PRESERVATION
ENHANCEMENT (3.72 AC)
PROPOSED NATIVE
UPLAND PRESERVATION
ENHANCEMENT (14.84 AC)
PUBLIC BENEFITS STATEMENT
- PERIMETER BUFFER:
REQUIRED - 25' TYPE 'B' BUFFER
PROPOSED - 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 UNITS
PROPOSED - 397 UNITS
- CONSERVATION AREAS:
NATIVE UPLANDS:
REQUIRED: 13.81 ACRES
PROPOSED: 14.75 ACRES
LITTORAL/WETLANDS
ENHANCED: 3.72 ACRES
- R/W DEDICATION (58TH AVE -
KINGS HIGHWAY)
REQUIRED: 0' R/W DEDICATION
PROPOSED: 40' R/W DEDICATION
- R/W DEDICATION (33RD ST.)
REQUIRED: 0' R/W DEDICATION
PROPOSED: 20' R/W DEDICATION
- OPEN SPACE/RECREATION AREA:
REQUIRED: 9.00 ACRES
PROPOSED: 10.78 ACRES
SF 50' SF 65' MF
50.0%
65 ft
8,060 sf
20.0%
3,168 sf
7.5 ft
35 ft
13 ft
20 ft
35 ft
15 ft
70.0%
0.0%
32 ft
- MINIMUM LOT DEPTH: N/A 124 ft 124 ft 99 ft
2' MODIFIED
MIAMI 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' MODIFIED
MIAMI CURB
6' PLANTER
2' MODIFIED MIAMI CURB
42' ROW
5'
S/W
5'
S/W
4'
PLANTER
4'
PLANTER 20' TRAVEL
5' UTILITY
EASEMENT
PHASING AND CONSTRUCTION
SCHEDULE
PHASE 1 (JAN 2015- JAN 2017)
- 68 SINGLE FAMILY UNITS
TOTAL LOT AREA: 529,958 SF
TOTAL LOT IMPERVIOUS (80%): 423,967 SF
- 26 MULTI-FAMILY UNITS
TOTAL LOT AREA: 85,965 SF
TOTAL LOT IMPERVIOUS (90%): 77,369 SF
PHASE 2 (JAN 2017 - JAN 2019)
- 61 SINGLE FAMILY UNITS
TOTAL LOT AREA: 445,106 SF
TOTAL LOT IMPERVIOUS (80%): 356,085 SF
- 24 MULTI-FAMILY UNITS
TOTAL LOT AREA: 77,115 SF
TOTAL LOT IMPERVIOUS (90%): 69,404 SF
5' UTILITY
EASEMENT
5' UTILITY
EASEMENT
5 ft
5 ft
PHASE 3 (JAN 2019 - JAN 2021)
- 76 SINGLE FAMILY UNITS
TOTAL LOT AREA: 613,234 SF
TOTAL LOT IMPERVIOUS (80%): 490,588 SF
- 24 MULTI-FAMILY UNITS
TOTAL LOT AREA: 76,645 SF
TOTAL IMPERVIOUS (90%): 68,981 SF
PHASE 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
TOTAL LOT AREA: 76,803 SF
TOTAL LOT IMPERVIOUS (90%): 69,123 SF
2ADDRESSSJRWMDCOMMENTS12/03/14
3REVISEDPERIRCCOMMENTS1/15/15
LEFT
TURN LANE
CONSTRUCT
PHASE 4

3. OHWOHWOHWOHWOHWOHW
BEBEBEBEBEBEBEBEBEBEBEBEBE
FD 5/8" IRON ROD
& 3909
FOUND BRASS DISK IN
CUTOUT NE CORNER
SECTION 32-32-39
FD 5/8" IRON ROD
& 3909
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT &
3909 CAP
FOUND 4X4
CONCRETE
MONUMENT NO
CAP
FOUND 4X4
CONCRETE
MONUMENT NO
CAP
FOUND 5/8"
IRON ROD &
5243 CAP
11.23' NORTHFOUND 4X4
CONCRETE
MONUMENT
& 3909 CAP
FOUND 5/8"
IRON ROD &
3909 CAP
FD 5/8" IRON ROD & 3909
FOUND 5/8" IRON
ROD & 3909
WITNESS CAP
5.00' OFFSET
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW
FIRM PANEL 0239H
FIRM PANEL 0237H
91011
171819212022
23
1215141316
PLATBOOK15,
SANCTUARY
PAGE23
11112
13
14
15
16
17
18
15
SHADOWBROOK
PLATBOOK9,PAGE17
SHADOWBROOK
PLATBOOK9,PAGE17
FM FM
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FM FM FM FM FM FM FM
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W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W
FM
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
EXISTING
CONDITIONS
NOTES:
1. KNOWN UTILITIES:
AT&T (772) 460-4443
COMCAST CABLE (772) 567-3444
FLORIDA POWER AND LIGHT (561) 489-6204
INDIAN RIVER COUNTY UTILITIES (772) 770-5323
2. THE NORTH RIGHT OF WAY LINE OF 33RD STREET BEARS N
89°34'07"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 NORTH
AMERICAN VERTICAL DATUM (NAVD) OF 1988. THE BENCHMARK IS
INDIAN RIVER COUNTY CONTROL MONUMENTS GPS 119-R,
ELEVATION 20.60' AND GPS 120, ELEVATION 21.31'. ONSITE
BENCHMARKS ARE AS SHOWN HEREON.
EXISTING ZONING
THE 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
NO
HATCH
NO
HATCH
NO
HATCH
NO
HATCH
SOIL BORING LOCATION
SEE SHEETS C-203 & C-204
2REVISEDPERIRCCOMMENTS1/15/15

4. OHWOHWOHWOHWOHWOHW
BEBEBEBEBEBEBEBEBEBEBEBEBE
FD 5/8" IRON ROD
& 3909
FOUND BRASS DISK IN
CUTOUT NE CORNER
SECTION 32-32-39
FD 5/8" IRON ROD
& 3909
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT
NO CAP
FOUND 4X4
CONCRETE
MONUMENT &
3909 CAP
FOUND 4X4
CONCRETE
MONUMENT NO
CAP
FOUND 4X4
CONCRETE
MONUMENT NO
CAP
FOUND 5/8"
IRON ROD &
5243 CAP
11.23' NORTHFOUND 4X4
CONCRETE
MONUMENT
& 3909 CAP
FOUND 5/8"
IRON ROD &
3909 CAP
FD 5/8" IRON ROD & 3909
FOUND 5/8" IRON
ROD & 3909
WITNESS CAP
5.00' OFFSET
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW
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)
FIRM PANEL 0239H
FIRM PANEL 0237H
91011
171819212022
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PLATBOOK15,
SANCTUARY
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SHADOWBROOK
PLATBOOK9,PAGE17
SHADOWBROOK
PLATBOOK9,PAGE17
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8
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1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
STORMWATER
POLLUTION
PREVENTIONPLAN
AREA TO BE CLEARED IN PHASE 1
AREA TO BE CLEARED IN PHASE 1
AREA TO BE
CLEARED IN
PHASE 1
AREATOBECLEAREDINPHASE1
AREA TO BE
CLEARED IN
PHASE 1
AREA TO BE
CLEARED IN
PHASE 1
AREA TO BE CLEARED IN PHASE 1
EROSION CONTROL NOTES
1. 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 UP-SLOPE 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 PREVENT
SEDIMENT 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 STABILIZATION
SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL
REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED, COVERED OR CONTAINED
WITH SEDIMENT TRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY
PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL
INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE
PERMANENTLY STABILIZED.
6. AFTER ANY SIGNIFICANT RAINFALL, (1
2" OR GREATER) 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,
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 THAT
SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
OTHERWISE TREATED TO REMOVE SEDIMENT.
9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE
ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE 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. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE
CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN
WORKING CONDITION 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 BY TRACKING ONTO THE PAVED SURFACE. WHERE
SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT
THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND
TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY
AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION
LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES.
12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES 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 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 DEWATERING
ACTIVITIES.
16. CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY
REQUIREMENTS.
17. POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAYBE NECESSARY AT
CONTRACTOR'S EXPENSE. NOI TO BE POSTED ON SITE.
18. NO TURBID DISCHARGE, TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO
THE 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 DEWATERING
ACTIVITIES 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 TO
THE 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, STONE
TOOLS, OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE
ASSOCIATED WITH THE NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR
AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME WITHIN THE PROJECT SITE
AREA, THE PERMITTED PROJECT SHOULD CEASE ALL ACTIVITIES INVOLVING
SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THE
PERMITEE, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF
STATE, DIVISION OF HISTORICAL RESOURCES, REVIEW AND COMPLIANCE SECTION AT
(850) 245-6333 OR (800) 847-7278, AS WELL AS THE APPROPRIATE PERMITTING AGENCY
OFFICE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL AND/OR WRITTEN
AUTHORIZATION FROM THE DIVISION OF HISTORICAL RESOURCES. IN THE EVENT THAT
UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTED ACTIVITIES, ALL
WORK SHALL STOP IMMEDIATELY AND THE PROPER AUTHORITIES NOTIFIED IN
ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTES.
STORMWATER POLLUTION PREVENTION PLAN
A SITE PLAN MUST BE DEVELOPED AND MUST CONTAIN, AT A MINIMUM, THE FOLLOWING
INFORMATION:
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 TEMPORARY
SWALES AS SHOWN ON PLANS. BERM SHALL BE CONSTRUCTED USING INITIAL
IMPORTED FILL MATERIAL. THE BERM AND SWALE SHALL BE SEEDED.
TOTAL AREA OF THE SITE: 120.10 ACRES
TOTAL 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 = 27°39'22.96"N
LONGITUDE = 80°27'04.88"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 FOR
STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS
STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER,"
SWPPP
DESCRIPTION OF WORK/
RESPONSIBILITY
NAME
TITLE
CONTRACTOR OR
SUB CONTRACTOR
(NAME, ADDRESS, PHONE)
NAME/SIGNATURE
TO 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 IT
DEEMS NECESSARY FOR COMPLIANCE WITH FDEP REGULATIONS, PERMIT
CONDITIONS, AND AS REQUIRED FOR CONTRACTOR TO SIGN THE
CERTIFICATION 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 ALL
ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN
ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL
PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON
MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE
PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE
INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF TRUE,
ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES
FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND
IMPRISONMENT FOR KNOWING VIOLATIONS."
BY: DATE: .
SIGNATURE .
BEST MANAGEMENT PRACTICES (BMPS) AND MEASURES THAT WILL BE IMPLEMENTED AT THE CONSTRUCTION
SITE 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 FRAMES
FOR 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 TO
CONTAIN 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 VEGETATED
SWALES.
-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 AND
NON-STRUCTURAL CONTROLS.
-CONTRACTOR SHALL HAVE SWPPP COMPONENTS INSPECTED BY A FDEP CERTIFIED
INSPECTOR AND MAINTAIN ALL CONTROLS DAILY, AND HAVE WEEKLY SWPPP
INSPECTION REPORTS PREPARED, AND WITHIN 24 HOURS OF THE END OF ANY
RAINFALL EVENT THAT IS 1
2" OR GREATER.
-ENGINEER SHALL INSPECT PERIODICALLY.
EROSION AND SEDIMENTATION CONTROL
A. 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
OPERATIONS
E. 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 SIMILAR
MEASURES UNTIL HE DISTURBED AREA IS STABILIZED.
K. CUTS AND FILLS MUST BE CONSTRUCTED IN SUCH A MANNER THAT EROSION AND
RUNOFF FROM THE SITE DOES NOT ENDANGER ADJOINING PROPERTY.
L. FILLS MAY NOT ENCROACH UPON NATURAL WATERCOURSES OR CONSTRUCTED
CHANNELS IN A MANNER SO AS TO ADVERSELY AFFECT OTHER PROPERTY OWNERS
WITHOUT ADEQUATE PROVISIONS FOR AN EQUIVALENT ALTERNATE SYSTEM WITH A
POSITIVE OUTFALL.
M. ALL R.O.W.'S, WATERWAYS, STREETS AND SIDEWALKS SHALL BE BUFFERED BY A
TWENTY (20) FOOT WIDE STRIP OF GRASS OR OTHER SUITABLE MEANS.
N. GRADING EQUIPMENT MUST CROSS FLOWING STREAMS BY MEANS OF BRIDGES OR
CULVERTS EXCEPT WHEN SUCH METHODS NOT FEASIBLE AND PROVIDED IN ANY
CASE, THAT SUCH CROSSINGS ARE KEPT TO A MINIMUM AND SEDIMENTATION
CONTROL DEVICES ARE PROVIDED.
AREA TO BE CLEARED IN PHASE 1
AREA TO BE CLEARED IN PHASE 1
2REVISEDPERIRCCOMMENTS1/15/15

5. 2"-3" COURSE AGGREGATE
MIN. 6" THICK
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC
RIGHT-OF-WAYS.THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEAN OUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
OR SEDIMENT BASIN.
20'MIN.
50' MIN.
ROADWAY
FILTER FABRIC
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
2% OR GREATER
NOTE:
USE SANDBAGS, STRAW BALES OR
OTHER APPROVED METHODS TO
CHANNELIZE RUNOFF TO BASIN AS
REQUIRED.
STRAW BALES, SANDBAGS OR
CONTINUOUS BERM OF EQUIVALENT
HEIGHT.
SUPPLY WATER TO
WASH WHEELS IF
NECESSARY. SPILLWAY
FLOW
FLOW
FLOW FLOW
DIVERSION RIDGE
ROADWAY
SECTION A-A
A A
PLAN
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT-N.T.S.
R35'
R35'
STOCKPILE OF
ERODIBLE MATERIAL
AA
NOTE:
FOR STOCKPILING ERODIBLE
MATERIAL FOR EXTENDED
PERIODS, THE AREA SHALL BE
SEEDED AND MULCHED.
SEDIMENT CONTROL DETAIL FOR STOCKPILING OF ERODIBLE
MATERIAL-N.T.S.
NOTE:
ALL STOCKPILES SHALL BE A MAXIMUM
OF 25' HIGH.
SECTION A-A
25'MAX.
SILT FENCE AND/OR
HAY BALES (TYP.)
FLOTATION
TYPE I
TYPE II
TYPE III
1
4" CHAIN
FOLDS FOR
COMPACT STORAGE
NYLON
REINFORCED VINYL
ALL SEAMS HEAT SEALED
ECONOMY FABRICS AVAILABLE
18 OZ. 300 LB./IN. STANDARD
1
4" TIE ROPE
TYPE I. DOT FOR WATERS WITH LOW
CURRENTS (NO MORE THAN ONE FOOT
PER SECOND) AND LIGHT WINDS: LAKES,
PONDS, SMALL STREAMS, MARSHES.
FLEXIBLE TOP FLOTATION SECTION WITH
ENCAPSULATED EPS FOAM FLOTATION
LOGS (6"X6"X4')
FLOTATION
TOP LOAD LINE 5
16" VINYL COATED
CABLE
FOLDS EVERY 6'
STRESS PLATE
5
16" CHAIN BALLAST
AND LOAD LINE
STRESS PLATE (TO REMOVE
PRESSURE FROM FLOATS)
STRESS BAND
PVC SLOT-CONNECTOR
GALVANIZED #24
SAFETY HOOK
100' STANDARD LENGTH
CANAL/DITCHBED
WATER SURFACE
ANCHOR (AS
RECOMMENDED
BY THE
MANUFACTURER)
STANDARD
CONTAINMENT
SYSTEMS
LIGHT BUOY
AUTOMATIC FLASHING LIGHT
(ON AT DUSK-OFF AT DAWN) 100' ON
CENTER SHALL BE USED IN NAVIGABLE
CHANNELS ONLY
CURTAIN
5'5'
1'
MIN.
NOTE: ANCHORING TO BUOYS AS
SHOWN REMOVES ALL VERTICAL
FORCES FROM THE CURTAIN,
HENCE, THE CURTAIN WILL NOT SINK
FROM WIND OR CURRENT LOADS.
2'
MIN.
ORIENTATION WHEN INSTALLED
(TIDAL SITUATION-TYPE III)-N.T.S.
ATTACH LINES
TO SHACKLE
BUOY
5
16" CHAIN
LAP LINK
FLOATATION
PVC SLOT-CONNECTOR
STRESS PLATE
5
16" VINYL COATING CABLE
(ON BOTH SIDES OF CURTAIN TO
REDUCE STRAIN)
GALVANIZED #24
SAFETY HOOK
22 OZ. NYLON
REINFORCED VINYL
STRESS BAND
TYPE 2. DOT FOR HIGHER CURRENT
WATERS (UP TO FIVE FEET PER SECOND):
DEEPER LAKES, STREAMS, INTERCOASTAL
AND TIDAL AREAS. INCLUDES AN
ENCAPSULATED STEEL LOAD CABLE
ALONG TOP OF BARRIER AND 8"X8"X4'
FLOTATION LOGS. WEAR STRESS POINTS
ARE REINFORCED WITH SHIELDS.
TYPE 3. DOT IS SIMILAR TO TYPE 2. DOT
EXCEPT THAT POLYPROPYLENE FILTER
FABRIC IS PERMANENTLY INSERTED INTO
THE BARRIER SKIRT TO MEET SOME
STATE'S SPECIFICATIONS.
BLOW-UP OF
SHACKLE
CONNECTION
WATER SEAL
18 (OR 22) OZ. VINYL
COATED NYLON
METAL T-POSTS OR APPROVED
ALTERNATIVE
EXISTING TREE TRUNK-
DIAMETER VARIES
PROTECTIVE FENCING FOR
TREES-N.T.S.
ELEVATION
ORANGE VINYL
CONSTRUCTION FENCING,
CHAIN LINK OR SNOW
FENCING OR APPROVED
EQUIVALENT
10' MAX.
3'
4'1.5'
6'
ORANGE VINYL CONSTRUCTION
FENCING, CHAIN LINK FENCING,
SNOW FENCING OR OTHER SIMILAR
FENCING AT LEAST (4') HIGH AND
SUPPORTED AT A MAXIMUM OF
TEN-FOOT (10') INTERVALS BY
METAL T-POSTS OR APPROVED
METHODS SUFFICIENT TO KEEP
THE FENCE UPRIGHT AND IN PLACE.
WOODEN STAKES AND REBAR
POSTS ARE NOT CONSIDERED AS
AN APPROVED METHOD
SUFFICIENT ENOUGH TO KEEP THE
FENCE UP RIGHT AND IN PLACE.
NOTES:
1. ALL TREES RETAINED ON A SITE
SHALL BE PROTECTIVELY
BARRICADED BEFORE AND
DURING CONSTRUCTION
ACTIVITIES.
2. UNDERGROUND UTILITY LINES
SHALL BE ROUTED AROUND
EXISTING TREES TO THE OUTSIDE
OF THE DRIPLINE WHERE ABLE.
3. INSTALLATION OF FENCES AND
WALLS SHALL TAKE INTO
CONSIDERATION THE ROOT
SYSTEMS OF EXISTING TREES.
4. FENCE/BARRICADE SHALL BE
INSTALLED AT PERIMETER OF ALL
TRESS OR GROUP OF TREES TO
BE PRESERVED. FENCE SHALL
BE MAINTAINED DURING
CONSTRUCTION.
5. DO NOT PARK HEAVY EQUIPMENT
ON TREE ROOTS. DO NOT ADD
FILL 4" TO 6" AROUND TREE. ALL
WORK WITHIN THE CRZ MUST BE
DONE BY HAND.
PLAN
EXISTING TREE TRUNK-
DIAMETER VARIES
INLET GRATE
LOOPS SIZED FOR 1" REBAR. LIFT
FILTER BAG FROM INLET USING
REBAR FOR HANDLES.
OVERFLOW HOLES (OPTIONAL)
GEOTEXTILE BAG
1
4" BRIGHTLY COLORED NYLON
ROPE, EXPANSION RESISTANT
LOOPS SIZED FOR 1" REBAR. USE
REBAR FOR A HANDLE TO EMPTY
FILTER SACK AT A SEDIMENT
COLLECTION LOCATION.
2"X2"X3
4" RUBBER BLOCK (TYP.)
FILTER SACKS FOR
GRATED INLETS AND
STABILIZED
ROADWAYS-N.T.S.
LENGTH=L WIDTH=W
DEPTH=D
SILT FENCE INLET PROTECTION-N.T.S.
2"X2" STAKE
FABRIC
FABRIC
EXTENDS
1'
MIN.
GATHER
EXCESS
AT CORNERS
DROP INLET
WITH GRATE
FRAME
CROSS BRACE
2"X4" WOOD FRAME
2"X4" WOOD FRAME
3'
15"
MIN.
18"
MAX.
5' MIN.
(TYP.)
VIEW OF FRAME WITHOUT
SILT FENCE
VIEW OF FRAME WITH
SILT FENCE
10' MAXIMUM SPACING WITH WIRE
SUPPORT FENCE, 6' MAXIMUM
SPACING WITHOUT WIRE SUPPORT
FENCE
EXTRA STRENGTH FILTER
FABRIC NEEDED WITHOUT WIRE
MESH SUPPORT
NOTES:
1. SILT FENCE SHALL BE PLACED
ON SLOPE CONTOURS TO
MAXIMIZE PONDING
EFFICIENCY.
2. INSPECT AND REPAIR FENCE
AFTER EACH STORM EVENT
AND REMOVE SEDIMENT WHEN
NECESSARY. 9" MAXIMUM
RECOMMENDED STORAGE
HEIGHT.
3. REMOVED SEDIMENT SHALL BE
DEPOSITED TO AN AREA THAT
WILL NOT CONTRIBUTE
SEDIMENT OFF-SITE AND CAN
BE PERMANENTLY STABILIZED.
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM SIDE
OF POST
FLOW
STEEL OR WOOD POST-
36" HIGH MAX.
1'
MIN.
FLOW
4"X6" TRENCH WITH
COMPACTED BACKFILL
PONDING HEIGHT
1'
MIN.
FLOW
3
4" MIN. DRAIN ROCK
9"MAX.
STORAGE
HEIGHT
8"
PONDING HEIGHT
STEEL OR
WOOD POST
TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
TYPE IV SILT FENCE-N.T.S.
SOCK-PIPE OR ROCK BAG INLET
FILTER-N.T.S.
POLY WHATTLES OR GEOHAY CURB
INLET FILTER-N.T.S.
LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES TEST METHOD UNITS
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE
MULLEN BURST
TRAPEZOID TEAR
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
ASTM D-4632
ASTM D-4632
ASTM D-4833
ASTM D-3786
ASTM D-4533
ASTM D-4355
ASTM D-4751
ASTM D-4491
ASTM D-4491
300 LBS.
20%
120 LBS.
800 P.S.I.
120 LBS.
80%
40 US SIEVE
40 GAL./MIN./SQ. FT.
0.55 SEC. -1
MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE
PROPERTIES TEST METHOD UNITS
GRAB TENSILE STRENGTH
GRAB TENSILE ELONGATION
PUNCTURE
MULLEN BURST
TRAPEZOID TEAR
UV RESISTANCE
APPARENT OPENING SIZE
FLOW RATE
PERMITTIVITY
ASTM D-4632
ASTM D-4632
ASTM D-4833
ASTM D-3786
ASTM D-4533
ASTM D-4355
ASTM D-4751
ASTM D-4491
ASTM D-4491
265 LBS.
20%
135 LBS.
420 P.S.I.
45 LBS.
90%
20 US SIEVE
200 GAL./MIN./SQ. FT.
1.5 SEC. -1
ROCK BAG
ROCK BAG
POLY WHATTLE
OR GEOHAY
ROCK BAGS
PRINCIPLE POST
POSITION (CANTED 20°
TOWARD FLOW)
FILTER FABRIC
NOTE: SPACING FOR TYPE III FENCE
TO BE IN ACCORDANCE WITH CHART I,
SHEET 1 OF 3 AND DITCH
INSTALLATIONS AT DRAINAGE
STRUCTURES SHEET 2 OF 3
SECTIONELEVATION
6'
MAX.
SILT FLOW
20°+-
OPTIONAL POST
POSITIONS
VERTICAL
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPEC.)
8"15"-18"
1'MIN.
3'MIN.
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 FENCE
PROTECTION AROUND DITCH
BOTTOM INLETS
DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE
TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.
SILT
FLOW
BINDING WIREWOOD OR METAL
STAKES (2 PER BALE)
STRAW BALE
STAPLES
(2 PER BALE)
10 mil PLASTIC LINING
NATIVE MATERIAL
(OPTIONAL)
SECTION B-B
9' MIN.
VARIES
STAKE (TYP.)
STRAW BALE (TYP.)
10 mil PLASTIC LINING
AA
NOTES:
1. ACTUAL LAYOUT
DETERMINED IN THE
FIELD.
2. THE CONCRETE
WASHOUT SIGN
SHALL BE INSTALLED
WITHIN 30' OF THE
TEMPORARY
CONCRETE
WASHOUT FACILITY.
CONCRETE & STUCCO WASTE MANAGEMENT-N.T.S.
PLAN
TYPE "ABOVE GRADE" WITH STRAW BALES
WIRE REINFORCED STAKED AND
TRENCHED SILT FENCE
STAKED AND TRENCHED
SILT FENCE
3' MIN.
DOUBLE ROW STAKED SILT FENCE FOR USE AROUND
WETLANDS-N.T.S.
4"
TYP.
4" TYP.
SURFACE
RUNOFF
PLYWOOD, 4'X2'
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
LAG SCREWS
(1
2" DIA.)
WOOD POSTS
(4"X4"X9')
CONCRETE WASHOUT SIGN
DETAIL (OR EQUIVALENT)
3'3'
.12" DIA.
STEEL WIRE
2"
8"
STAPLE DETAIL
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
STORMWATER
POLLUTION
PREVENTION
DETAILS
EROSION CONTROL DETAILS
- All turbidity, erosion, and sedimentation controls shall be in accordance with `Best
Management 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
Sidewalk
Anchor Bales With 2 - 2" x 2" x 4'
Curb & Gutter
Ditch
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) PRIOR
TO 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 SLOPES
NATURAL 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. 102
Application and Spacing: The use of Types I & II bale barriers should be limited to the
BARRIER FOR UNPAVED DITCHES
TYPE 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 Of
Established Grass (Approx. 12' x 12').
Loose Soil Placed By Shovel And Lightly
Compacted 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
ELEVATION
TO BE USED AT SELECTED SITES WHERE THE
NATURAL 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
PLAN
6' Min.
Stakes Per Bale.
Anchor Bales With 2 - 2" x 2" x 4'
PLAN
As Required
Swale
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 OUTFALL
N.T.S.
TEMPORARY ADS OUTFALL
90° FITTING (SKIMMING MECHANISM)
TEMPORARY SEDIMENT SWALE
FULLY STABILIZED AND GRASSED
PROVIDE ADDITIONAL SILT BARRIER/FILTER
ADJACENT TO OUTFALL PIPE.
12" MIN.
RECEIVING OUTFALL SWALE OR
DITCH. STABILIZE/GRASS OR
REVEGETATE. PROVIDE SILT
BARRIER AT DOWNSTREAM
PROPERTY LIMITS. CONTRACTOR
TO TEST TURBIDITY LEVELS
WEEKLY.
EROSION CONTROL AND DEWATERING NOTES
1. 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 PREVENT
SEDIMENT 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 PORTION
OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE
YEAR.
4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS
RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY
TRANSPORTED 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 OR
OTHERWISE TREATED TO REMOVE SEDIMENT.
9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND
STABILIZE 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. THE
CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING
CONDITION 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 BY
TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A
SEDIMENT 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 TEMPORARY
MEASURES 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 DISCHARGE
WATER SHALL BE PERFORMED TO DETERMINE IF CONTAMINATION EXISTS BY CONTRACTOR). IF NONE EXISTS, THE RESULTS SHALL BE SUBMITTED TO THE FDEP
INDUSTRIAL 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 FOR
THE GENERIC PERMIT.
B - THE FACILITY IS AUTHORIZED TO DISCHARGE PRODUCED GROUND WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY WHICH DISCHARGES BY A POINT
SOURCE 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 DO
NOT 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)MONTHS
FOR THE LIFE OF THE PROJECT TO MAINTAIN CONTINUED COVERAGE UNDER THIS GENERIC PERMIT.SAMPLES TAKEN IN COMPLIANCE WITH THE PROVISIONS OF
THIS PERMIT SHALL BE TAKEN PRIOR TO ACTUAL DISCHARGE OR MIXING WITH THE RECEIVING WATERS. THE EFFLUENT SHALL BE SAMPLED FOR THE PARAMETERS
LISTED 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 THIS
PERMIT. IF T.O.C. IS EXCEEDED BECAUSE OF NATURALLY OCCURING ORGANIC COMPOUNDS, THE RESULT AND EXPLANATION FOR THE HIGH READING MUST BE
SUBMITTED TO THE FDEP FOR REVIEW AND ISSUANCE OF AN EXEMPTION.
E - IF ANY SCREENING VALUES (OTHER THAN TOC) EXCEED THE THRESHOLDS, THEN A
GENERIC PERMIT CANNNOT BE ISSUED, AND A SEPERATE INDIVIDUAL WASTERWATER
PERMIT APPLICATION MUST BE SUBMITTED AT LEAST 90 DAYS PRIOR TO DATE OF
DISCHARGE. THE ENGINEER OF RECORD MUST BE NOTIFIED IF THIS OCCURS.
21. THE CONTRACTOR SHALL OBTAIN A STATE OF FLORIDA GENERIC PERMIT FOR
STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES, AND
SHALL 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 units
Total Recoverable Mercury
Total Recoverable Cadmium
Benzene
Naphthalene
Total Recoverable Copper
Total Recoverable Lead
Total Recoverable Zinc
Total Recoverable Chromium (Hex.)
10.0 mg/L
6.0-8.5
9.3 µg/L
1.0 µg/L
100.0 µg/L
2.9 µg/L
0.03 mg/L
86.0 µg/L
11.0 µg/L
0.012 µg/L
10.0 mg/L
6.5-8.5
9.3 µg/L
1.0 µg/L
100.0 µg/L
2.9 µg/L
5.6 mg/L
86.0 µg/L
50.0 µg/L
0.025 µg/L
2REVISEDPERIRCCOMMENTS1/15/15

6. SOILBORINGS
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
1REVISEDPERIRCCOMMENTS1/15/15

7. 1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
SOILBORINGS
1REVISEDPERIRCCOMMENTS1/15/15

8. 1 11 12
13
14 15SHADOW BROOK
PLAT BOOK 9, PAGE 17
CHERRYLANE(33RDSTREET)
(40M.P.H.POSTEDSPEEDLIMIT)
60'RIGHTOFWAY(NOFTRACTLINE)
30'CANALRIGHTOFWAY(SOFTRACTLINE)
135B
95B
160B
159B
158B
157B
156B
155B
TRACTO
TRACTL
TRACT E-1TRACT E-1
TRACT S
TRACT X
TRACT F
1A
4A
6A
8A
10A 12A 14A
16A
18A
20A
22A
62A
64A
66A68A70A72A
74A
76A
78A
80A
82A 84A
85A
87A
93A
3A
5A
7A
9A
11A 13A
15A
61A
63A
65A67A69A71A
73A
75A
77A
79A
81A 83A
86A
88A
89A90A
91A
92A
94A
17A
19A
21A
60A
58A
56A 54A
59A
57A 55A
23A
24A
25A
26A
27A
28A
29A
30A
31A
32A
33A
34A
35A
36A
37A
38A
2A
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
PRELIMINARY
PLAT&STRIPING/
SIGNAGEPLAN
MATCHLINE A-A (SEE SHEET C-301)
MATCHLINEC-C(SEESHEETC-303)
SECTION32,TOWNSHIP32S,RANGE39E
HARMONYRESERVEPD
INDIANRIVERCOUNTY,FLORIDA
C-301
C-300
C-304
C-303
C-302
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
2REVISEDPERIRCCOMMENTS1/15/15

9. 9 10 11
17 18 19 2120 2212 151413 16
PLAT BOOK 15,
SANCTUARY
PAGE 23
CHERRYLANE(33RDSTREET)
(40M.P.H.POSTEDSPEEDLIMIT)
60'RIGHTOFWAY(NOFTRACTLINE)
30'CANALRIGHTOFWAY(SOFTRACTLINE)
(33RDSTREET)
DSPEEDLIMIT)
(NOFTRACTLINE)
AY(SOFTRACTLINE)
TRACTM
TRACTN
TRACT A-1
TRACT R-2
TRACT A-1
113B 117B114B 115B 116B
118B
120B 122B
124B 126B 128B
142B
140B
138B
136B
104B
106B
111B
101B
144B 146B
148B
119B
121B
123B 125B 127B
139B
141B
137B
135B
103B
105B
110B 112B
102B
143B 145B
147B
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
SET5/8REBAR&CAPLB
6905,ELEVATION21.44'NAVD
BENCHMARK#1
2A
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINE A-A (SEE SHEET C-300)
MATCHLINEB-B(SEESHEETC-304)
SECTION32,TOWNSHIP32S,RANGE39E
HARMONYRESERVEPD
INDIANRIVERCOUNTY,FLORIDA
C-301
C-300
C-304
C-303
C-302
KEY MAP
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
2REVISEDPERIRCCOMMENTS1/15/15
PRELIMINARY
PLAT&STRIPING/
SIGNAGEPLAN

10. 15
16
17
18
SHADOWBROOK
PLATBOOK9,PAGE17
FD5/8"IRONROD&3909
37THSTREET-RIGHTOFWAYVARIES
(35M.P.H.POSTSPEEDLIMIT)
30'INDIANRIVERFARMSWATERCONTROLDISTRICT
LATERALA5CANALRIGHTOFWAY(CANALSOUTHOFSECTIONLINE)
TRACT J-2
TRACT D
TRACTK
TRACT W
TRACT E-2
TRACT E-2
TRACT E-2
TRACT E-2
309D
363D 365D
367D 369D
371D
373D
375D
377D
379D
380D
382D
384D386D
388D
390D
392D
394D
396D
361D359D
357D
355D
353D
351D
349D
347D
345D 343D
341D
339D
337D
335D
333D
331D
329D
325D
323D
321D
319D317D
315D313D
311D
364D362D
366D
368D
370D
372D
374D
376D
378D
381D
383D385D
387D
389D
391D
393D
395D
397D
310D
312D
314D
316D
318D
320D
322D
324D
326D
328D
330D
332D334D
336D
338D340D
342D
344D346D
348D
350D
352D
354D
356D
358D
360D
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINE E-E (SEE SHEET C-303)
SECTION32,TOWNSHIP32S,RANGE39E
HARMONYRESERVEPD
INDIANRIVERCOUNTY,FLORIDA
C-301
C-300
C-304
C-303
C-302
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
2REVISEDPERIRCCOMMENTS1/15/15
PRELIMINARY
PLAT&STRIPING/
SIGNAGEPLAN

11. 15
FD5/8"IRONROD&3909
FOUND5/8"IRON
ROD&3909
WITNESSCAP
5.00'OFFSET
FOUND5/8"IRON
ROD&3909
WITNESSCAP
5.00'OFFSET
156B
TRACTI
TRACT B
TRACT C
TRACTC
TRACT T-2
TRACT J-1
TRACT V
215C
213C 211C
209C
207C
205C
203C
201C
244C
246C
248C250C
252C254C
218C
220C
217C 216C
214C 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 48A
47A
TRACTJ-2
TRACT J-2
TRACT D
TRACT E-2
TRACT U-2
308D
306D
304D
309D
307D
305D
361D359D 319D317D311D
310D
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
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINE E-E (SEE SHEET C-303)
MATCHLINEC-C(SEESHEETC-300)
MATCHLINE D-D (SEE SHEET C-304)
SECTION32,TOWNSHIP32S,RANGE39E
HARMONYRESERVEPD
INDIANRIVERCOUNTY,FLORIDA
C-301
C-300
C-304
C-303
C-302
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
2REVISEDPERIRCCOMMENTS1/15/15
PRELIMINARY
PLAT&STRIPING/
SIGNAGEPLAN

12. 22
37THSTREET-RIGHTOFWAYVARIES
(35M.P.H.POSTSPEEDLIMIT)
30'INDIANRIVERFARMSWATERCONTROLDISTRICT
LATERALA5CANALRIGHTOFWAY(CANALSOUTHOFSECTIONLINE)
TRACT T-1
TRACT A-1
126B 128B 130B 132B
127B 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
TRACTHTRACTI
TRACT T-2
TRACT T-3
TRACT A-2
TRACT V
203C
201C
244C
246C
218C
220C
204C
202C
243C
245C
219C
222C
224C
227C
230C
232C 234C 236C
238C
240C
241C
242C
196C
194C
192C
190C188C
186C
184C182C
180C
221C
223C
225C
228C
229C
231C
233C
235C
237C
239C
200C
199C
197C
195C
193C
191C
189C
187C185C
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
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINEB-B(SEESHEETC-301)
MATCHLINE D-D (SEE SHEET C-303)
SECTION32,TOWNSHIP32S,RANGE39E
HARMONYRESERVEPD
INDIANRIVERCOUNTY,FLORIDA
C-301
C-300
C-304
C-303
C-302
KEY MAP
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
2REVISEDPERIRCCOMMENTS1/15/15
PRELIMINARY
PLAT&STRIPING/
SIGNAGEPLAN

13. 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 12
13
14
15
16
17
18
15
SHADOWBROOK
PLATBOOK9,PAGE17
SHADOW BROOK
PLAT BOOK 9, PAGE 17
PHASE1
PHASE 1 PHASE 1
PHASE 1
PHASE 1
PHASE1
PHASE4
PHASE 2 PHASE 2
PHASE2
PHASE 2
PHASE2
PHASE2
PHASE2
PHASE2
PHASE 2
PHASE 2
PHASE1
PHASE1
PHASE1
PHASE1
PHASE 4
PHASE4
PHASE4
PHASE4
PHASE 4
PHASE 4
PHASE 4
PHASE 4
PHASE4
PHASE4
PHASE3
PHASE 3
PHASE3
PHASE 3
PHASE3
PHASE 3
PHASE3
PHASE 3
PHASE 3
PHASE3PHASE3
PHASE1
PHASE1
PHASE1
PHASE1
PHASE1
PHASE1
PHASE2
PHASE3
PHASE4
PHASE 4
PHASE 2
PHASE 3
PHASE 3
SET5/8REBAR&CAPLB
6905,ELEVATION21.44'NAVD
BENCHMARK#1
SETPKNAIL&DISKLB
6905,ELEVATION22.07'NAVD
BENCHMARK#2
SAN SAN
SANSAN
SANSANSAN SAN
SANSAN
SAN
SANSAN
SAN
SANSAN
SAN SAN
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
UTILITYOVERALL
PLAN
PROPOSED SIGN
FILTER FENCE/SEDIMENT BARRIER
PROPOSED STREET LIGHTPROPOSED FORCE MAIN

PROPOSED DRAINAGE INLET
PROPSED SANITARY SEWERLINE
PROPOSED FIRE HYDRANT
FLOW DIRECTION
PROPOSED 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
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
SEWER STRUCTURE SCHEDULE
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
1 21.40 6.92 W 6.82 S 11.34 E 414+39.49 0
2 21.20 12.10 S 13.79 N 12.00 W 416+47.67 0
3 21.64 13.03 E 12.93 N 825+97.08 5.97 LT
4 21.44 13.91 E 13.81 W 823+51.16 6.70 LT
5 21.50 14.86 NE 14.76 W 821+04.21 4.77 RT
6 21.75 15.16 N 15.06 SW 820+35.27 6.85 LT
7 21.75 16.51 N 16.41 S 816+42.32 0
8 21.61 17.94 S 812+80.30 0
9 21.57 17.90 W 811+24.77 0
10 21.43 16.95 E 16.85 W 808+84.35 4.76 RT
11 21.57 16.22 E 16.12 SW 806+83.28 0
12 21.90 15.88 NE 15.78 S 805+97.50 0
13 21.50 14.91 N 14.81 S 803+22.55 0
14 21.95 7.64 S 11.38 W 7.54 E 412+43.12 0
15 21.42 8.62 S 8.52 N 718.87.11 0
16 21.90 9.53 W 13.24 S 9.43 N 212+35.29 0
17 21.60 14.58 S 14.48 N 712+41.02 0
18 21.95 15.73 W 15.68 S 15.58 N 112+37.30 0
19 21.69 16.76 W 16.66 N 706+16.91 6.00 RT
20 21.61 17.90 E 703+26.86 0
21 21.62 17.95 N 702+58.05 0
22 21.75 16.93 S 16.83 E 108+89.77 0
23 21.55 17.88 W 103+83.18 0
24 22.00 16.30 S 16.20 N 16.36 E 100+00.00 0
25 21.55 17.88 N 600+80.14 30.44 LT
26 21.66 15.13 S 15.03 N 608+02.20 0
27 21.90 13.86 S 13.76 E 16.10 N 200+00.00 0
28 21.35 17.68 S 615+71.30 0
29 21.59 12.85 W 12.75 E 203+09.04 0
30 21.90 11.71 W 11.61 E 206+11.88 0
31 21.70 10.63 W 10.53 E 209+21.66 0
32 21.95 12.37 W 12.59 N 12.27 E 409+62.19 0
33 21.90 13.58 W 13.48 E 16.22 S 406+13.11 0
34 21.31 17.64 N 301+68.40 0
35 21.65 14.65 W 14.55 E 403+07.07 0
36 21.95 15.72 N 15.62 E 400+00.00 0
37 21.40 16.65 N 16.55 S 619+64.38 0
38 21.43 17.76 S 622+47.46 0
39 21.50 17.83 E 623+94.73 0
40 21.81 16.24 W 16.14 E 627+95.86 0
41 21.65 15.13 W 15.03 SE 631+13.75 7.12 LT
42 21.16 14.53 NW 14.43 S 632+71.49 7.21 LT
43 21.70 13.86 N 13.76 S 634+51.25 0
44 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
SANSANSANSAN
SAN SANSAN
SAN
SANSAN
SANSAN
SANSANSAN
SAN
SANSAN
SANSAN
SAN
SAN SAN
SAN
SAN
SAN
6"PVCW.M.
OVERHEADLINES
BURIEDTELEPHONE
OVERHEADLINES
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"PVCW.M.
6" PVC W.M.
6" PVC W.M.
6"PVCW.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"PVCW.M.6"PVCW.M.
6"PVCW.M.
6" PVC W.M.
6" PVC W.M.
6" PVC W.M.
6" PVC W.M.
6"PVCW.M.
6"PVCW.M.
6"PVCW.M.6"PVCW.M.
6" PVC W.M.
6" PVC W.M.
6"PVCW.M.
6" PVC W.M.
6" PVC W.M.
8"PVCS.S.8"PVCS.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"PVCW.M.
6"PVCW.M.
8"PVCS.S.
8"PVCS.S.
8"PVCS.S.
8"PVCS.S.
8"PVCS.S.
8"PVCS.S.
8"PVCS.S.8"PVCS.S.
8"PVCS.S.
8"PVCS.S.
8"PVCS.S.
8"PVCS.S.
8"PVCS.S.
8"PVCS.S.8"PVCS.S.
8"PVCS.S.8"PVCS.S.
EXISTING8"PVCW.M.
EXISTING6"PVCF.M.
WAT
6" PVC W.M.
LS-1
S-26
S-25
S-24
S-27
SAN
SAN
S-28 S-36
S-37
S-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-21
S-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
WAT
WAT
WAT
WAT
W
AT
WAT
WAT
WAT
WATWAT
WAT
WAT
WAT
WAT
W
AT
WAT
WAT
WAT
W
AT
WAT
WATWAT
WATWAT
WAT
WATWAT
WATWATWAT
WATWAT
W
AT
WAT
WAT
WAT
WAT
W
AT
WAT
WAT
WAT WAT WAT WAT
WAT WAT
WAT WAT WAT WAT
WAT WAT
WAT WAT
WAT
W
AT
WAT
WAT
WAT
WAT
WAT
WAT
W
AT
WATWATWAT
WAT
WATWAT
WAT
WAT
WATWAT
WATWAT
WAT WAT WAT
WATWAT
WATWAT
WATWATWAT
WAT
WAT
WATWATWAT
WAT
WATWAT
EXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WM
EXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFM
8" PVC S.S.
6"PVCW.M.
S-31
8" PVC W.M.
EXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WM
EXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFM
6"PVCW.M.
113B
117B
114B 115B 116B 118B
120B 122B
124B 126B 128B 130B
132B
142B
140B
138B
136B
104B
106B
111B
101B
144B 146B
148B
119B 121B
123B 125B 127B 129B 131B
133B
139B
141B
137B
135B
103B
105B
110B 112B
102B
143B 145B
147B
149B
1A
3A
5A
7A
9A 11A 13A
15A
17A
19A
21A
61A
63A65A67A69A71A
73A
75A
77A
79A
81A 83A
85A
87A
93A
98B
2A
4A
6A 8A
10A 12A
14A
60A62A64A66A68A70A
72A
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 211C 209C
207C
205C
203C
201C
244C
246C
248C250C252C254C
218C
220C
58A 56A 54A 52A
309D
307D
305D
217C 216C
214C 212C 210C
208C
206C
204C
202C
243C
245C
247C
249C251C253C255C
219C
222C
224C
227C
230C
232C
234C
236C
238C
240C
241C
242C
196C
194C
192C
190C188C
186C
184C182C
180C
221C
223C
225C
228C
229C
231C
233C
235C
237C
239C
200C
199C
197C
195C
193C
191C
189C
187C185C
183C181C134B
198C
363D 365D
367D 369D
371D
373D
375D
377D
379D
380D
382D
384D386D
388D
390D
392D
394D
396D
361D359D
357D
355D
353D
351D
349D
347D
345D 343D
341D 339D 337D
335D
333D
331D
329D
325D
323D
321D
319D317D
315D313D
311D
364D362D
366D
368D
370D
372D
374D
376D
378D
381D
383D385D
387D
389D
391D
393D
395D
397D
310D
312D
314D
316D 318D
320D
322D
324D
326D
328D
330D
332D334D
336D
338D340D
342D
344D346D
348D
350D
352D
354D
356D
358D
360D
288D
289D
290D
291D
292D
293D
294D
295D
296D
297D
298D
299D
300D
301D
302D
303D
22A
23A
24A
25A
26A
27A
28A
29A
30A
31A
32A
33A
34A
35A
36A
37A
39A
38A
40A
41A
42A
43A
44A
45A
280D
281D
282D
283D
284D
285D
286D
287D
173B
172B
171B
170B
169B
168B
167B
166B
165B
164B
163B
162B
161B
160B
159B
158B
157B
156B
155B
154B
153B
152B
151B
150B
272C
273C
274C
275C
276C
277C
278C
279C
271C
270C
269C
268C
267C
266C
265C
264C
263C
262C
261C
260C
259C
258C
257C
256C
51A 50A 49A 48A
47A
46A
174B
175B
176B
177B
178B
179B
107B 109B108B
226C
EXISTING8"PVCW.M.
EXISTING6"PVCF.M.EXISTING6"PVCF.M.
EXISTING8"PVCW.M.
2REVISEDPERIRCCOMMENTS1/15/15
FM
FM FM FM FM
6" PVC F.M.
6" PVC F.M.

14. OEOEOE
OEOEOE
1 11 12
13
14 15SHADOW BROOK
PLAT BOOK 9, PAGE 17
EXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WM
EXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFM
EXFM
SAN SAN SAN SAN SAN SAN SAN
SANSANSANSANSANSANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SANSAN
SANSAN
SANSAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
WATWATWATWATWATWAT
WATWATWATWATWATWAT
WAT WAT
WAT
WAT
WAT
WAT
WAT
WATWATWAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT WAT
WAT
WAT
WAT
WAT
WATWAT
WAT
WAT
WATWATWATWAT
WAT
WAT
WAT
WAT
WAT
WATWATWAT
WAT
WAT
WAT
WAT
WAT
WATWAT
WAT
WAT
WAT
1A
4A
6A
8A
10A 12A 14A
16A
18A
20A
22A
62A
64A
66A68A70A72A
74A
76A
78A
80A
82A 84A
85A
87A
93A
3A
5A
7A
9A
11A 13A
15A
61A
63A
65A67A69A71A
73A
75A
77A
79A
81A 83A
86A
88A
89A90A
91A
92A
94A
17A
19A
21A
60A
58A
56A
54A
59A
57A
55A
53A
25A
26A
27A
28A
29A
30A
31A
32A
33A
34A
35A
36A
37A
38A
40A
39A
41A
S
S
S
S
S
S S
S
52A
TRACTO
TRACTL
TRACT U-1
TRACT E-1TRACT E-1
TRACT S
D
WAT
WAT
WAT
WAT
WATWATWATWATWAT
2A
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINE A-A (SEE SHEET C-401)
MATCHLINEB-B(SEESHEETC-402)
PHASE1
PAVING,GRADING
ANDUTILITYPLAN
C-401
C-400
C-403
C-402
PROPOSED STORMWATER STRUCTURE SCHEDULE PROPOSED SEWER STRUCTURE SCHEDULE
KEY MAP
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
15 Miami 21.00 17.70 N - S - E - W 107+65.65 11 RT
16 Miami 21.00 16.16 N 17.65 S - E 16.16 W 107+65.76 11 LT
17 Junction 21.00 15.00 NE 15.90 S E 15.00 W 107+69.72 154.03 LT
18 Miami 21.00 - N - S 14.78 E - W 701+53.20 11 RT
19 Miami 21.00 - N - S 14.73 E 14.73 W 701+53.20 11 LT
20 Miami 21.00 14.75 N - S - E - W 704+23.25 11 RT
21 Miami 21.00 14.70 N 14.70 S - E - W 704+23.25 11 LT
22 C Inlet 20.50 13.00 N 14.45 S 13.08 E 14.50 W 701+52.40 141.87 LT
23 Miami 21.00 - N - S 13.42 E 13.42 W 707+57.03 11 LT
24 Miami 21.00 - N - S - E 13.46 W 707+57.03 11 RT
25 Miami 21.00 12.85 NE 12.85 S - E - W 110+31.22 11 RT
26 Miami 21.00 12.81 N 12.81 SW - E - W 110+07.03 11 LT
27 Miami 21.00 - N - S - E 17.70 W 711+38.03 11 RT
28 Miami 21.00 - N - S 17.65 E 17.50 W 711+38.03 11 LT
29 Miami 21.00 - N - S 17.34 E 17.19 W 714+34.86 11 RT
30 Miami 21.00 - N - S 17.14 E 16.99 W 714+31.55 11 LT
31 Miami 21.00 17.70 N - S - E - W 210+51.77 11 RT
32 Miami 21.00 17.50 N 17.65 S - E - W 210+51.70 11 LT
33 Junction 21.00 15.00 N 15.00 SE - E - W 207+73.94 150.85 RT
34 Miami 21.00 14.83 NE 14.83 S - E - W 207+78.35 11 RT
35 Miami 21.00 14.80 N 14.80 SW - E - W 207+95.10 11 LT
115 C Inlet 21.00 - N - S - E 17.70 W
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
16 21.90 9.14 W 13.04 S 9.04 N 212+35.29 0
17 21.60 14.46 S 14.36 N 712+41.02 0
18 21.95 15.66 W 15.62 S 15.52 N 112+37.30 0
19 21.69 16.76 W 16.66 N 706+16.91 6.00 RT
20 21.61 17.90 E 703+26.86 0
21 21.62 17.95 N 702+58.05 0
22 21.75 16.93 S 16.83 E 108+89.77 0
31 21.70 10.30 W 10.20 E 209+21.66 0
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
NOTES:
1. AN ADDITIONAL VALVE IS REQUIRED ON FIRE HYDRANT ASSEMBLIES
WHERE THE DISTANCE IS GREATER THAN 5' FROM THE FIRE HYDRANT
TO THE WATER MAIN. THIS ADDITIONAL VALVE MAY BE DELETED AT
I.R.C.D..U.S. DISCRETION WHERE DISTANCE IS 9' OR LESS AND WHERE A
SINGLE LENGTH OF D.I.P. PIPE IS USED.
2. ALL WATER SERVICE CURB STOPS (TAPS) SHALL BE AT PROPERTY
LINES. TYPICAL FOR ALL.
3. SIDEWALKS DIRECTLY ADJACENT TO LOTS SHALL BE CONSTRUCTED AT
THE TIME EACH LOT IS DEVELOPED. ALL OTHER SIDEWALKS SHALL BE
CONSTRUCTED AT EACH PHASE.
33RDSTREET
SUB-LATERALA-4
(60'EXISTING
20'R/W
33RDSTREET
(80'TOTAL)
RIGHT-OF-WAY)
30'IRFWCD
DEDICATION
PROPOSED SIGN
FILTER FENCE/SEDIMENT BARRIER
PROPOSED STREET LIGHTPROPOSED FORCE MAIN

PROPOSED DRAINAGE INLET
PROPSED SANITARY SEWERLINE
PROPOSED FIRE HYDRANT
FLOW DIRECTION
PROPOSED DRAINAGE
PROPOSED DRAINAGE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
AND / OR C.L. SWALE
PROPOSED DRAINAGE PIPE
PROPOSED WATER MAIN
DRAINAGE STRUCTURE LABEL
PROPOSED GRADE / CONTOUR
X 15.33
SEWER STRUCTURE LABEL
PROPOSED SEWER MANHOLES
PROPOSED MODIFIED MIAMI INLET
TIME OF PHASE DEVELOPMENT
SIDEWALK CONSTRUCTED AT
TIME OF LOT DEVELOPMENT
SIDEWALK CONSTRUCTED AT
FM FM
SAN SAN
WAT
JUNCTION BOX
2WTRSRVC@LOT39ACHANGEDTOSINGLE11/25/14
3ADDRESSSJRWMDCOMMENTS12/03/14
WATER SAMPLING POINTS:
4REVISEDPERIRCCOMMENTS1/15/15

15. OEOEOE
OEOE
EXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WM
EXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFM
SAN
SAN
SAN
SAN
SAN
SAN
SANSANSANSANSANSANSANSANSANSAN
WATWATWATWATWATWATWATWAT
WAT
WAT
WATWATWATWAT
WAT
WAT
WAT
WAT
1A
22A
80A
82A 84A
3A
81A 83A
23A
24A
25A
26A
27A
28A
S
S
WAT WAT WAT
W
AT
W
AT
W
AT
WAT WAT WAT WAT WAT
TRACT X
TRACT G
TRACT F
D
WAT
WAT
WAT
D
D
D
TRACT R-1
D
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
SET5/8REBAR&CAPLB
6905,ELEVATION21.44'NAVD
BENCHMARK#1
2A
W
AT
W
AT
W
AT
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINE A-A (SEE SHEET C-400)
MATCHLINEB-B(SEESHEETC-402)
PHASE1
PAVING,GRADING
ANDUTILITYPLAN
C-401
C-400
C-403
C-402
PROPOSED STORMWATER STRUCTURE SCHEDULE PROPOSED SEWER STRUCTURE SCHEDULE
KEY MAP
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
1 C Inlet 17.00 - N - S 13.50 E - W 1+98.55 50.60 LT
2 C Inlet 17.00 - N - S - E 13.40 W 2+10.68 58.20 RT
3 Miami 21.00 17.40 N - S 17.50 E - W 2+32.45 11 LT
4 Miami 21.00 - N - S - E 17.70 W 2+32.51 12.15 RT
5 Miami 21.00 - N 17.05 S 17.05 E - W 4+33.83 18.27 LT
6 Miami 21.00 16.50 N - S - E 17.00 W 4+39.11 11.58 RT
7 Junction 21.66 - N 16.30 S 16.30 E - W 106+47.00 6.03 LT
8 Miami 21.00 17.70 N - S - E - W 104+83.52 11 RT
9 Miami 21.00 17.50 N 17.65 S - E - W 104+83.39 11 LT
10 C Inlet 21.25 14.65 NW 16.75 S 14.65 E - W 105+19.49 146.39 LT
11 Junction 21.00 13.06 N 13.06 SE - E - W 101+49.85 153.43 RT
12 Miami 21.00 13.28 N 13.28 S - E - W 101+49.90 11 RT
13 Miami 21.00 13.30 N 13.30 S - E - W 101+57.24 11 LT
14 Junction 21.00 13.45 NE 13.45 S - E - W 101+57.69 144.99 LT
15 Miami 21.00 17.70 N - S - E - W 107+65.65 11 RT
16 Miami 21.00 16.16 N 17.65 S - E 16.16 W 107+65.76 11 LT
17 C Inlet 21.25 15.00 NE 15.88 S - E 15.00 W 107+27.49 147.79 LT
33 Junction 21.00 15.00 N 15.00 SE - E - W 207+73.94 150.85 RT
34 Miami 21.00 14.83 NE 14.83 S - E - W 207+78.35 11 RT
35 Miami 21.00 14.80 N 14.80 SW - E - W 207+95.10 11 LT
107 C Inlet 19.70 - N 17.00 S - E - W 0+50.60 205.05 LT
108 C Inlet 21.25 17.27 N 17.37 S - E - W 105.22.06 70.43 LT
109 C Inlet 21.25 15.97 N 16.07 S - E - W 107+26.04 71.80 LT
CS-1 C Inlet 21.00 - N 13.50 S - E - W 1+51.06 205.45 LT
CS-7 Junction 20.00 12.00 N 14.60 S - E - W 0+50.60 205.05 LT
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
29 21.59 12.65 W 12.55 E 202+86.15 0
30 21.90 11.45 W 11.35 E 11.71 S 206+11.88 0
44 21.90 16.00 N 205+86.01 318.13 RT
33RDSTREET
30'IRFWCD
(60'EXISTING
DEDICATION
33RD STREET
(80' TOTAL
RIGHT-OF-WAY)
SUB-LATERALA-4
20'R/W
RIGHT-OF-WAY)
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
NOTES:
1. AN ADDITIONAL VALVE IS REQUIRED ON FIRE HYDRANT ASSEMBLIES
WHERE THE DISTANCE IS GREATER THAN 5' FROM THE FIRE HYDRANT
TO THE WATER MAIN. THIS ADDITIONAL VALVE MAY BE DELETED AT
I.R.C.D..U.S. DISCRETION WHERE DISTANCE IS 9' OR LESS AND WHERE A
SINGLE LENGTH OF D.I.P. PIPE IS USED.
2. ALL WATER SERVICE CURB STOPS (TAPS) SHALL BE AT PROPERTY
LINES. TYPICAL FOR ALL.
3. SIDEWALKS DIRECTLY ADJACENT TO LOTS SHALL BE CONSTRUCTED AT
THE TIME EACH LOT IS DEVELOPED. ALL OTHER SIDEWALKS SHALL BE
CONSTRUCTED AT EACH PHASE.
PROPOSED SIGN
FILTER FENCE/SEDIMENT BARRIER
PROPOSED STREET LIGHTPROPOSED FORCE MAIN

PROPOSED DRAINAGE INLET
PROPSED SANITARY SEWERLINE
PROPOSED FIRE HYDRANT
FLOW DIRECTION
PROPOSED DRAINAGE
PROPOSED DRAINAGE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
AND / OR C.L. SWALE
PROPOSED DRAINAGE PIPE
PROPOSED WATER MAIN
DRAINAGE STRUCTURE LABEL
PROPOSED GRADE / CONTOUR
X 15.33
SEWER STRUCTURE LABEL
PROPOSED SEWER MANHOLES
PROPOSED MODIFIED MIAMI INLET
TIME OF PHASE DEVELOPMENT
SIDEWALK CONSTRUCTED AT
TIME OF LOT DEVELOPMENT
SIDEWALK CONSTRUCTED AT
FM FM
SAN SAN
WAT
JUNCTION BOX
212/03/14ADDRESSSJRWMDCOMMENTS
TEE TURN-AROUND DETAIL AT STA. 104+80
1"=20'
WATER SAMPLING POINTS:
3REVISEDPERIRCCOMMENTS1/15/15

16. OEOEOEOEOE
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
15
15
EXIST.8''WM
EXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WM
EXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WM
EXFMEXFMEXFMEXFMEXFM
EXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFM
FD5/8"IRONROD&3909
FOUND5/8"IRON
ROD&3909
WITNESSCAP
5.00'OFFSET
FOUND5/8"IRON
ROD&3909
WITNESSCAP
5.00'OFFSET
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SANSAN
SANSAN
SAN
SANSAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SANSANSANSANSANSANSANSANSANSANSAN
WAT
WAT
WAT WAT
WAT
WAT
WAT
WATWATWAT
WAT
WAT
WAT
WAT
WAT
WATWATWATWATWATWAT
WATWATWAT
WAT
WAT
WAT
WAT
WAT
WATWATWATWAT
WAT
WAT
WAT
WATWATWAT
WAT
16A
18A
20A
22A
17A
19A
21A
56A
54A
57A
55A
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
S
S
S
S
S
SS
S
52A
51A
50A
49A
48A
47A
TRACT U-1
D
ELEVATION22.07'NAVD
FMFM FM FM FM FM FM FM FM FM FM FM FM
FM FM
S
OHW OHW OHW OHW OHW OHW OHW OHW OHW
EXIST.8''WMEXIST.8''WM
EXFMEXFM
FMFMFM
FM
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINE D-D (SEE SHEET C-403)
PHASE1
PAVING,GRADING
ANDUTILITYPLAN
C-401
C-400
C-403
C-402
MATCHLINEB-B(SEESHEETC-400)
KEY MAP
PROPOSED STORMWATER STRUCTURE SCHEDULE
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
31 Miami 21.00 17.70 N - S - E - W 210+51.77 11 RT
32 Miami 21.00 17.50 N 17.65 S - E - W 210+51.70 11 LT
34 Miami 21.00 14.83 NE 14.83 S - E - W 207+78.35 11 RT
35 Miami 21.00 14.80 N 14.80 SW - E - W 207+95.10 11 LT
36 Miami 21.00 - N - S - E 17.70 W 718+34.23 11 RT
37 Miami 21.00 - N - S 17.65 E 17.50 W 718+34.23 11 LT
38 Miami 21.00 - N - S 17.35 E 17.20 W 719+60.36 11 RT
39 Miami 21.00 - N - S 17.25 E 17.10 W 719+60.65 11 LT
40 Junction 21.00 14.95 N 14.95 SW - E - W 411+10.23 123.65 RT
41 Miami 21.00 15.05 N 15.05 S - E - W 411+17.09 11 RT
42 Miami 21.00 - N 15.10 S 15.10 E - W 411+17.64 11 LT
43 Miami 21.00 17.70 N - S - E - W 413+81.63 11 RT
44 Miami 21.00 - N 17.65 S 15.35 E 15.35 W 413+81.63 11 LT
114 C Inlet 21.00 - N - S - E 17.70 W
PROPOSED SEWER STRUCTURE SCHEDULE
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
1A 21.50 6.17 N 6.07 SE 414+37.64 32.25 RT
1B 21.40 6.38 W 6.28 S 11.18 E 414+39.49 0
2 21.20 11.98 S 13.63 N 11.88 W 416+47.67 0
14 21.95 7.14 S 10.96 W 7.04 E 412+43.12 0
15 21.42 8.18 S 8.08 N 718+87.11 0
16 21.90 9.14 W 13.04 S 9.04 N 212+35.29 0
31 21.70 10.30 W 10.20 E 209+21.66 0
32 21.95 12.01 W 12.38 N 11.91 E 409+62.19 0
37TH STREET
30' IRFWCD SUB-LATERAL A-5
(40' EXISTING
RIGHT-OF-WAY)
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
NOTES:
1. AN ADDITIONAL VALVE IS REQUIRED ON FIRE HYDRANT ASSEMBLIES
WHERE THE DISTANCE IS GREATER THAN 5' FROM THE FIRE HYDRANT
TO THE WATER MAIN. THIS ADDITIONAL VALVE MAY BE DELETED AT
I.R.C.D..U.S. DISCRETION WHERE DISTANCE IS 9' OR LESS AND WHERE A
SINGLE LENGTH OF D.I.P. PIPE IS USED.
2. ALL WATER SERVICE CURB STOPS (TAPS) SHALL BE AT PROPERTY
LINES. TYPICAL FOR ALL.
3. SIDEWALKS DIRECTLY ADJACENT TO LOTS SHALL BE CONSTRUCTED AT
THE TIME EACH LOT IS DEVELOPED. ALL OTHER SIDEWALKS SHALL BE
CONSTRUCTED AT EACH PHASE.
PROPOSED SIGN
FILTER FENCE/SEDIMENT BARRIER
PROPOSED STREET LIGHTPROPOSED FORCE MAIN

PROPOSED DRAINAGE INLET
PROPSED SANITARY SEWERLINE
PROPOSED FIRE HYDRANT
FLOW DIRECTION
PROPOSED DRAINAGE
PROPOSED DRAINAGE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
AND / OR C.L. SWALE
PROPOSED DRAINAGE PIPE
PROPOSED WATER MAIN
DRAINAGE STRUCTURE LABEL
PROPOSED GRADE / CONTOUR
X 15.33
SEWER STRUCTURE LABEL
PROPOSED SEWER MANHOLES
PROPOSED MODIFIED MIAMI INLET
TIME OF PHASE DEVELOPMENT
SIDEWALK CONSTRUCTED AT
TIME OF LOT DEVELOPMENT
SIDEWALK CONSTRUCTED AT
FM FM
SAN SAN
WAT
JUNCTION BOX
2WTRSRVC@LOT39ACHANGEDTOSINGLE11/25/14
312/03/14ADDRESSSJRWMDCOMMENTS
TEE TURN-AROUND DETAIL AT STA. 411+20
1"=20'
TEE TURN-AROUND DETAIL AT STA. 414+80
1"=20'
WATER SAMPLING POINTS:
MATCHLINED-D(SEESHEETC-403)
MATCHLINED-D(SEESHEETC-403)
4" FORCEMAIN CONNECTION DETAIL
1"=20'
4REVISEDPERIRCCOMMENTS1/15/15

17. OEOEOEOE
OEOE
EXIST.8''WMEXIST.8''WMEXIST.8''WM
EXIST.8''WMEXIST.8''WM
EXIST.8''WMEXIST.8''WMEXIST.8''WM
EXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFM
TRACT U-2
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SANSAN
SANSANSANSANSANSANSANSANSAN
SAN
SAN
WAT
WAT
WAT
WAT
WATWATWATWAT
WAT
WAT
WAT
WAT
20A
22A
19A
21A
23A
24A
25A
26A
27A
28A
29A
30A
31A
32A
33A
S
S
SS
S
TRACT U-1
D
SAN
SAN
SAN
SETPKNAIL&DISKLB
6905,ELEVATION22.07'NAVD
BENCHMARK#2
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINE D-D (SEE SHEET C-402)
MATCHLINEB-B(SEESHEETC-400)
PHASE1
PAVING,GRADING
ANDUTILITYPLAN
C-401
C-400
C-403
C-402
KEY MAP
PROPOSED STORMWATER STRUCTURE SCHEDULE PROPOSED SEWER STRUCTURE SCHEDULE
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
34 Miami 21.00 14.83 NE 14.83 S - E - W 207+78.35 11 RT
35 Miami 21.00 14.80 N 14.80 SW - E - W 207+95.10 11 LT
106 Junction 22.50 15.85 N - S - E 15.85 W 502+12.50 13.90 RT
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
29 21.59 12.65 W 12.55 E 202+86.15 0
30 21.90 11.45 W 11.35 E 11.71 S 206+11.88 0
31 21.70 10.30 W 10.20 E 209+21.66 0
32 21.95 12.01 W 12.38 N 11.91 E 409+62.19 0
37THSTREET
30'IRFWCDSUB-LATERALA-5
(40'EXISTING
RIGHT-OF-WAY)
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
NOTES:
1. AN ADDITIONAL VALVE IS REQUIRED ON FIRE HYDRANT ASSEMBLIES
WHERE THE DISTANCE IS GREATER THAN 5' FROM THE FIRE HYDRANT
TO THE WATER MAIN. THIS ADDITIONAL VALVE MAY BE DELETED AT
I.R.C.D..U.S. DISCRETION WHERE DISTANCE IS 9' OR LESS AND WHERE A
SINGLE LENGTH OF D.I.P. PIPE IS USED.
2. ALL WATER SERVICE CURB STOPS (TAPS) SHALL BE AT PROPERTY
LINES. TYPICAL FOR ALL.
3. SIDEWALKS DIRECTLY ADJACENT TO LOTS SHALL BE CONSTRUCTED AT
THE TIME EACH LOT IS DEVELOPED. ALL OTHER SIDEWALKS SHALL BE
CONSTRUCTED AT EACH PHASE.
PROPOSED SIGN
FILTER FENCE/SEDIMENT BARRIER
PROPOSED STREET LIGHTPROPOSED FORCE MAIN

PROPOSED DRAINAGE INLET
PROPSED SANITARY SEWERLINE
PROPOSED FIRE HYDRANT
FLOW DIRECTION
PROPOSED DRAINAGE
PROPOSED DRAINAGE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
AND / OR C.L. SWALE
PROPOSED DRAINAGE PIPE
PROPOSED WATER MAIN
DRAINAGE STRUCTURE LABEL
PROPOSED GRADE / CONTOUR
X 15.33
SEWER STRUCTURE LABEL
PROPOSED SEWER MANHOLES
PROPOSED MODIFIED MIAMI INLET
TIME OF PHASE DEVELOPMENT
SIDEWALK CONSTRUCTED AT
TIME OF LOT DEVELOPMENT
SIDEWALK CONSTRUCTED AT
FM FM
SAN SAN
WAT
JUNCTION BOX
AREA TO BE CLEARED IN PHASE 1
2ADDRESSSJRWMDCOMMENTSDATED12/2/1412/03/14
312/03/14ADDRESSSJRWMDCOMMENTS
WATER SAMPLING POINTS:
4REVISEDPERIRCCOMMENTS1/15/15

18. OEOEOEOEOEOE
9 10 11
17 18 19 212012 151413 16
PLAT BOOK 15,
SANCTUARY
PAGE 23
EXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WM
EXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFM
SAN SAN SAN
SAN SAN SAN
SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SANSANSANSANSANSANSANSANSANSANSAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
113B
TRACTM
117B114B 115B 116B
118B
120B 122B
124B 126B
142B
140B
138B
136B
104B
106B
111B
101B
144B 146B
148B
119B
121B
123B
125B
139B
141B
137B
135B
103B
105B
110B 112B
102B
143B 145B
147B
149B
98B
100B
99B
95B
97B
96B
155B
154B
153B
152B
151B
150B
TRACTN
S S
S
S
TRACT A-1
107B 109B108B
TRACT R-2
D
D
WAT
WAT
W
AT
EXWM
EX WM
TRACT G
EX WM
D
D
TRACT R-1
D
SET5/8REBAR&CAPLB
6905,ELEVATION21.44'NAVD
BENCHMARK#1
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
PHASE 1 - REFERENCE PAGE IS SHEET C-400
MATCHLINEF-F(SEESHEETC-501)
PHASE2
PAVING,GRADING
ANDUTILITYPLAN
C-501C-500
KEY MAP
EXISTING STORMWATER STRUCTURE SCHEDULE
PROPOSED SEWER STRUCTURE SCHEDULE
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
1 C Inlet 17.00 - N - S 13.50 E - W 1+98.55 50.60 LT
8 Miami 21.00 17.70 N - S - E - W 104+83.52 11 RT
9 Miami 21.00 17.50 n 17.65 S - E - W 104+83.39 11 LT
10 Junction 21.00 14.65 NW 17.25 S 14.65 E - W 104+77.17 151.79 LT
11 Junction 21.00 13.06 N 13.06 SE - E - W 101+49.85 153.43 RT
12 Miami 21.00 13.28 N 13.28 S - E - W 101+49.90 11 RT
13 Miami 21.00 13.30 N 13.30 S - E - W 101+57.24 11 LT
14 Junction 21.00 13.45 NE 13.45 S - E - W 101+57.69 144.99 LT
108 C Inlet 21.25 17.27 N 17.37 S - E - W 105.22.06 70.43 LT
EX-1
Exist.
Inlet 19.84 17.40 N 17.00 S 17.00 E W
Core saw and connect
at Inv. 17.00 (E)
T-1
Temp C
Inlet 19.80 N S E 17.10 W
Const. Temp. Type C
Inlet
CS-1 C Inlet 21.00 - N 13.50 S - E - W 1+51.06 205.45 LT
CS-7 Junction 20.00 12.00 N 14.60 S - E - W 0+50.60 205.05 LT
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
23 21.55 17.88 W 103+83.18 0
24 22.00 16.30 S 16.20 N 16.36 E 100+00.00 0
25 21.55 17.88 N 600+80.14 30.44 LT
26 21.66 15.06 S 14.96 N 608+02.20 0
33RDSTREET
SUB-LATERALA-4
(60'EXISTING
20'R/W
33RDSTREET
(80'TOTAL)
RIGHT-OF-WAY)
30'IRFWCD
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
NOTES:
1. AN ADDITIONAL VALVE IS REQUIRED ON FIRE HYDRANT ASSEMBLIES
WHERE THE DISTANCE IS GREATER THAN 5' FROM THE FIRE HYDRANT
TO THE WATER MAIN. THIS ADDITIONAL VALVE MAY BE DELETED AT
I.R.C.D..U.S. DISCRETION WHERE DISTANCE IS 9' OR LESS AND WHERE A
SINGLE LENGTH OF D.I.P. PIPE IS USED.
2. ALL WATER SERVICE CURB STOPS (TAPS) SHALL BE AT PROPERTY
LINES. TYPICAL FOR ALL.
3. SIDEWALKS DIRECTLY ADJACENT TO LOTS SHALL BE CONSTRUCTED AT
THE TIME EACH LOT IS DEVELOPED. ALL OTHER SIDEWALKS SHALL BE
CONSTRUCTED AT EACH PHASE.
DEDICATION
PROPOSED SIGN
FILTER FENCE/SEDIMENT BARRIER
PROPOSED STREET LIGHTPROPOSED FORCE MAIN

PROPOSED DRAINAGE INLET
PROPSED SANITARY SEWERLINE
PROPOSED FIRE HYDRANT
FLOW DIRECTION
PROPOSED DRAINAGE
PROPOSED DRAINAGE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
AND / OR C.L. SWALE
PROPOSED DRAINAGE PIPE
PROPOSED WATER MAIN
DRAINAGE STRUCTURE LABEL
PROPOSED GRADE / CONTOUR
X 15.33
SEWER STRUCTURE LABEL
PROPOSED SEWER MANHOLES
PROPOSED MODIFIED MIAMI INLET
TIME OF PHASE DEVELOPMENT
SIDEWALK CONSTRUCTED AT
TIME OF LOT DEVELOPMENT
SIDEWALK CONSTRUCTED AT
FM FM
SAN SAN
WAT
JUNCTION BOX
2ADDRESSSJRWMDCOMMENTSDATED12/2/1412/03/14
312/03/14ADDRESSSJRWMDCOMMENTS
WATER SAMPLING POINTS:
4REVISEDPERIRCCOMMENTS1/15/15
PROPOSED STORMWATER STRUCTURE SCHEDULE
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
45 Miami 21.00 17.00 NW 17.00 S - E - W 600+13.13 16.87 LT
46 Junction 21.50 14.56 N 14.56 S - E - W 600+73.57 21.38 LT
47 Miami 21.00 - N - S 14.19 E - W 603+02.51 11 LT
48 Miami 21.00 13.09 N 14.14 s - E 14.14 W 603+02.52 11 RT
49 Miami 21.00 - N - S 17.20 E 17.35 W 606+79.64 11 LT
50 Miami 21.00 - N 12.64 S 12.64 E 17.15 W 606+80.43 11 RT
51 Miami 21.00 - N - S 17.70 E - W 609+75.19 11 LT
52 Miami 21.00 - N - S 12.65 E 17.65 W 609+75.15 11 RT
55 Junction 21.50 14.50 N 14.50 S - E - W 204+54.55 145.73 RT
110 C Inlet 21.00 - N - S 17.70 E - W

19. 19 2120 22
23
SANSANSAN
SAN
SAN
SANSANSAN
TRACT T-1
122B
124B 126B 128B 130B 132B
146B
148B
123B
125B 127B 129B
131B
133B
147B
149B
134B
173B
172B
171B
170B
169B
168B
167B
166B
165B
164B
163B
162B
161B
160B
159B
158B
157B
156B
155B
154B
153B
152B
151B
150B
S S
174B
175B
176B
177B
178B
179B
TRACT A-1
D
EXSANEXSANEXSANEXSANEXSANEXSANEXSAN
EXWMEXWM
23A
24A
25A
S
S
EX SAN
EX SAN
EX SAN
EX SAN
EX SAN
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINEF-F(SEESHEETC-500)
PHASE2
PAVING,GRADING
ANDUTILITYPLAN
C-501C-500
PHASE 1 - REFERENCE PAGE IS SHEET C-401
KEY MAP
PROPOSED STORMWATER STRUCTURE SCHEDULE
PROPOSED SEWER STRUCTURE SCHEDULE
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
51 Miami 21.00 - N - S 17.70 E - W 609+75.19 11 LT
52 Miami 21.00 - N - S 12.65 E 17.65 W 609+75.15 11 RT
53 Miami 21.00 17.70 N - S - E - W 201+76.96 11 RT
54 Miami 21.00 17.50 N 17.65 S - E - W 201+77.12 11 LT
55 Junction 21.50 14.50 N 14.50 S - E - W 204+54.55 145.73 RT
56 Miami 21.00 14.80 N 14.80 S - E - W 204+48.20 11 RT
57 Miami 21.00 15.00 N 15.00 S - E - W 204+33.26 11 LT
58 Miami 21.00 - N - S 14.13 E 17.35 W 613+72.06 11 LT
59 Miami 21.00 - N - S 14.08 E 14.08 W 613+72.14 11 RT
60 Miami 21.00 - N - S - E 14.63 W 614+98.62 11 LT
61 Miami 21.00 - N - S 14.58 E 14.58 W 614+98.57 11 RT
111 C Inlet 21.00 - N - S 17.70 E - W
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
27 21.90 13.71 S 13.61 E 16.10 N 200+00.00 0
28 21.35 17.68 S 615+71.30 0
29 21.59 12.65 W 12.55 E 202+86.15 0
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
NOTES:
1. AN ADDITIONAL VALVE IS REQUIRED ON FIRE HYDRANT ASSEMBLIES
WHERE THE DISTANCE IS GREATER THAN 5' FROM THE FIRE HYDRANT
TO THE WATER MAIN. THIS ADDITIONAL VALVE MAY BE DELETED AT
I.R.C.D..U.S. DISCRETION WHERE DISTANCE IS 9' OR LESS AND WHERE A
SINGLE LENGTH OF D.I.P. PIPE IS USED.
2. ALL WATER SERVICE CURB STOPS (TAPS) SHALL BE AT PROPERTY
LINES. TYPICAL FOR ALL.
3. SIDEWALKS DIRECTLY ADJACENT TO LOTS SHALL BE CONSTRUCTED AT
THE TIME EACH LOT IS DEVELOPED. ALL OTHER SIDEWALKS SHALL BE
CONSTRUCTED AT EACH PHASE.
PROPOSED SIGN
FILTER FENCE/SEDIMENT BARRIER
PROPOSED STREET LIGHTPROPOSED FORCE MAIN

PROPOSED DRAINAGE INLET
PROPSED SANITARY SEWERLINE
PROPOSED FIRE HYDRANT
FLOW DIRECTION
PROPOSED DRAINAGE
PROPOSED DRAINAGE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
AND / OR C.L. SWALE
PROPOSED DRAINAGE PIPE
PROPOSED WATER MAIN
DRAINAGE STRUCTURE LABEL
PROPOSED GRADE / CONTOUR
X 15.33
SEWER STRUCTURE LABEL
PROPOSED SEWER MANHOLES
PROPOSED MODIFIED MIAMI INLET
TIME OF PHASE DEVELOPMENT
SIDEWALK CONSTRUCTED AT
TIME OF LOT DEVELOPMENT
SIDEWALK CONSTRUCTED AT
FM FM
SAN SAN
WAT
JUNCTION BOX
2ADDRESSSJRWMDCOMMENTSDATED12/2/1412/03/14
312/03/14ADDRESSSJRWMDCOMMENTS
TEE TURN-AROUND DETAIL AT STA. 616+40
1"=20'
WATER SAMPLING POINTS:
4REVISEDPERIRCCOMMENTS1/15/15
EXISTING SEWER STRUCTURE SCHEDULE
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
30 21.90 11.45 W 11.35 E 11.71 S 206+11.88 0

20. OEOEOE
OEOE
EXIST.8''WM
EXIST.8''WMEXIST.8''WM
EXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WM
EXIST.8''WM
EXFMEXFMEXFMEXFMEXFMEXFMEXFM
EXFM
TRACT U-2
WAT WAT WAT
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SANSANSANSANSANSAN
SANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SANSAN
SANSAN
SANSANSAN
SANSAN
SAN
WATWAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WATWATWAT
WAT
TRACTI
TRACT B
215C 213C 211C
209C
207C
205C
203C
201C
244C
246C
248C250C
252C254C
218C
220C
217C 216C 214C 212C 210C
208C
206C
204C
202C
243C
245C
247C
249C251C253C255C
219C
222C
224C
242C
221C
223C
200C
272C
273C
274C
275C
276C
277C
278C
279C
271C
270C
269C
268C
267C
S
S
S
S
SSS
D
DTRACT T-2
TRACT J-1
TRACT V
D
WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT
WATWATWAT
WAT
WAT WAT WAT WAT
WAT
WATWATWAT
WAT
WAT
WAT
W
AT
W
AT
WAT
160B
159B
158B
157B
156B
155B
EXSANEXSANEXSANEXSANEXSAN
EXSANEXSANEXSANEXSANEXSAN
EXSANEXSANEXSAN
EXSAN
EXSAN
EXSAN
EXSAN
EXWMEXWM
EXWM
EXWM
EXWM
EXWMEXWM
EXWM
EXWM
EXWM
16A
18A
20A
22A
17A
19A
21A
23A
24A
25A
26A
27A
28A
29A
30A
31A
32A
33A
34A
35A
36A
37A
38A
40A
39A
41A
42A
43A
44A
45A
46A
S
SS
S
TRACT U-1
D
D
EX SAN
EX SAN
SETPKNAIL&DISKLB
6905,ELEVATION22.07'NAVD
BENCHMARK#2
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINE G-G (SEE SHEET C-601)
PHASE3
PAVING,GRADING
ANDUTILITYPLAN
C-601
C-600
PHASE1-REFERENCEPAGEISSHEETC-401PHASE2-REFERENCEPAGEISSHEETC-501
PHASE 1 - REFERENCE PAGE IS SHEET C-402
KEY MAP
PROPOSED STORMWATER STRUCTURE SCHEDULE PROPOSED SEWER STRUCTURE SCHEDULE
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
56 Miami 21.00 14.80 N 14.80 S - E - W 204+48.20 11 RT
57 Miami 21.00 15.00 N 15.00 S - E - W 204+33.26 11 LT
68 Miami 21.00 - N 17.70 S - E - W 629+61.97 11 LT
69 Miami 21.00 17.65 N 17.50 S - E - W 629+61.85 11 RT
70 Miami 21.00 - N 17.70 SW - E - W 632+53.54 11 LT
71 Miami 21.00 17.65 NE 17.50 SW - E - W 632+54.52 11 RT
72 Miami 21.00 - N - S 17.65 E 17.50 W 636+18.82 11 RT
73 Miami 21.00 - N - S - E 17.70 W 636+18.71 11 LT
74 Junction 21.50 16.50 NW 16.50 S - E - W 408+03.99 153.92 LT
75 Miami 21.00 15.30 N 15.30 S - E - W 407+96.90 11 LT
76 Miami 21.00 15.45 N 15.45 S - E - W 407+96.83 11 RT
77 Miami 21.00 15.80 N 15.80 S - E - W 404+47.57 11 LT
78 Miami 21.00 15.80 N 15.80 S - E - W 404+35.98 11 RT
81 Miami 21.00 - N - S 14.20 E 14.00 W 303+28.82 11 LT
82 Miami 21.00 - N - S 14.25 E 14.25 W 303+28.34 11 RT
83 Miami 21.00 - N - S 14.70 E 14.50 W 302+00.82 11 LT
84 Miami 21.00 - N - S - E 14.75 W 302+00.34 11 RT
106 Junction 22.00 15.85 N S E 15.85 W 502+12.50 13.90' RT
CS-2 C Inlet 21.00 13.50 N - S - E - W 628+34.36 188.51 RT
CS-3 Junction 21.50 11.90 NE 11.90 S - E - W 628+46.76 5.71 RT
CS-4 Junction 21.43 15.50 N 11.65 SW - E - W 628+67.30 6.16 LT
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
32 21.95 12.01 W 12.38 N 11.91 E 409+62.19 0
33 21.90 13.29 W 13.19 E 16.22 S 406+13.11 0
34 21.31 17.64 N 301+68.40 0
40 21.81 16.24 W 16.14 E 627+95.86 0
41 21.65 15.06 W 14.96 SE 631+13.75 7.12 LT
42 21.16 14.43 NW 14.33 S 632+71.49 7.21 LT
43 21.70 13.73 N 13.63 S 634+51.25 0
37THSTREET
30'IRFWCD
(40'EXISTING
RIGHT-OF-WAY)
SUB-LATERALA-5
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
NOTES:
1. AN ADDITIONAL VALVE IS REQUIRED ON FIRE HYDRANT ASSEMBLIES
WHERE THE DISTANCE IS GREATER THAN 5' FROM THE FIRE HYDRANT
TO THE WATER MAIN. THIS ADDITIONAL VALVE MAY BE DELETED AT
I.R.C.D..U.S. DISCRETION WHERE DISTANCE IS 9' OR LESS AND WHERE A
SINGLE LENGTH OF D.I.P. PIPE IS USED.
2. ALL WATER SERVICE CURB STOPS (TAPS) SHALL BE AT PROPERTY
LINES. TYPICAL FOR ALL.
3. SIDEWALKS DIRECTLY ADJACENT TO LOTS SHALL BE CONSTRUCTED AT
THE TIME EACH LOT IS DEVELOPED. ALL OTHER SIDEWALKS SHALL BE
CONSTRUCTED AT EACH PHASE.
PROPOSED SIGN
FILTER FENCE/SEDIMENT BARRIER
PROPOSED STREET LIGHTPROPOSED FORCE MAIN

PROPOSED DRAINAGE INLET
PROPSED SANITARY SEWERLINE
PROPOSED FIRE HYDRANT
FLOW DIRECTION
PROPOSED DRAINAGE
PROPOSED DRAINAGE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
AND / OR C.L. SWALE
PROPOSED DRAINAGE PIPE
PROPOSED WATER MAIN
DRAINAGE STRUCTURE LABEL
PROPOSED GRADE / CONTOUR
X 15.33
SEWER STRUCTURE LABEL
PROPOSED SEWER MANHOLES
PROPOSED MODIFIED MIAMI INLET
TIME OF PHASE DEVELOPMENT
SIDEWALK CONSTRUCTED AT
TIME OF LOT DEVELOPMENT
SIDEWALK CONSTRUCTED AT
FM FM
SAN SAN
WAT
JUNCTION BOX
2ADDRESSSJRWMDCOMMENTSDATED12/2/1412/03/14
312/03/14ADDRESSSJRWMDCOMMENTS
WATER SAMPLING POINTS:
4REVISEDPERIRCCOMMENTS1/15/15
EXISITNG STORMWATER STRUCTURE SCHEDULE
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
31 Miami 21.00 17.70 N - S - E - W 210+51.77 11 RT
32 Miami 21.00 17.50 N 17.65 S - E - W 210+51.70 11 LT
34 Miami 21.00 14.83 NE 14.83 S - E - W 207+78.35 11 RT
35 Miami 21.00 14.80 N 14.80 SW - E - W 207+95.10 11 LT
40 Junction 21.00 14.95 N 14.95 SW - E - W 411+10.23 123.65 RT
41 Miami 21.00 15.05 N 15.05 S - E - W 411+17.09 11 RT
42 Miami 21.00 - N 15.10 S 15.10 E - W 411+17.64 11 LT
EXISTING SEWER STRUCTURE SCHEDULE
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
30 21.90 11.45 W 11.35 E 11.71 S 206+11.88 0
31 21.70 10.30 W 10.20 E 209+21.66 0

21. OEOEOEOEOEOE
22
23
EXIST.8''WM
EXIST.8''WM
EXIST.8''WM
EXIST.8''WMEXIST.8''WMEXIST.8''WMEXIST.8''WM
EXIST.8''WMEXIST.8''WMEXFM
EXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFMEXFM
TRACT U-2
WAT WAT WAT
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SANSANSANSANSANSANSANSANSAN
SANSANSANSANSANSANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SANSANSANSANSANSANSANSANSANSANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SANSAN
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WAT
WATWATWATWAT
WAT
WAT
WAT
WAT
WAT
WAT
WATWATWAT
WAT
WAT
WAT
WAT
WATWATWAT
WAT
TRACT A-2
TRACTHTRACTI
203C
201C
244C
220C
202C
243C
245C
219C
222C
224C
227C
230C
232C
234C
236C
238C
240C
241C
242C
196C
194C
192C
190C
188C
186C
184C182C180C
221C
223C
225C
228C
229C
231C
233C
235C
237C
239C
200C
199C
197C
195C
193C
191C
189C
187C185C
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
S
S
S
S
S
S
SSS
D
D
226C
TRACT T-2
TRACT T-3
TRACT A-2
TRACT V
W
AT
WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT
WATWAT
W
AT
WAT
EXSANEXSANEXSANEXSAN
EX SAN EX SAN EXSANEXSANEXSANEXSANEXSANEXSAN
TRACT T-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
155B
154B
153B
152B
151B
150B
S S
174B
175B
176B
177B
178B
179B
TRACT A-1
EX WM
EXWMEXWM
EXWM
EXWM
EXWM
EXWM
EXWMEXWM
EX WM
EX WM
EX WM
EXSANEXSANEXSANEXSANEXSANEXSANEXSAN
EXWMEXWM
23A
24A
S
S
D
EX SAN
SETPKNAIL&DISKLB
6905,ELEVATION22.07'NAVD
BENCHMARK#2
1717INDIANRIVERBLVD.,SUITE201VEROBEACH,FLORIDA32960
TEL772/770-9622FAX772/770-9496EMAILinfo@sbsengineers.com
MATCHLINE H-H (SEE SHEET C-600)
PHASE3
PAVING,GRADING
ANDUTILITYPLAN
C-601
C-600
PHASE2-REFERENCEPAGEISSHEETC-501
PHASE2-REFERENCEPAGEISSHEETC-501
PHASE 2 - REFERENCE PAGE IS SHEET C-501
PHASE1-
REFERENCE
PAGEIS
SHEETC-400
KEY MAP
EXISTING STORMWATER STRUCTURE SCHEDULE
EXISTING SEWER STRUCTURE SCHEDULE
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
56 Miami 21.00 14.80 N 14.80 S - E - W 204+48.20 11 RT
57 Miami 21.00 15.00 N 15.00 S - E - W 204+33.26 11 LT
60 Miami 21.00 - N - S - E 14.63 W 614+98.62 11 LT
61 Miami 21.00 - N - S 14.58 E 14.58 W 614+98.57 11 RT
106 Junction 22.00 - N - S - E 15.85 W 502+12.50 13.90'RT
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
28 21.35 17.68 S 615+71.30 0
30 21.90 11.45 W 11.35 E 11.71 S 206+11.88 0
37THSTREET
30'IRFWCD
(40'EXISTING
RIGHT-OF-WAY)
SUB-LATERALA-5
84A - DENOTES PHASE 1 LOTS
LOT DESIGNATIONS
140B - DENOTES PHASE 2 LOTS
215C - DENOTES PHASE 3 LOTS
281D - DENOTES PHASE 4 LOTS
NOTES:
1. AN ADDITIONAL VALVE IS REQUIRED ON FIRE HYDRANT ASSEMBLIES
WHERE THE DISTANCE IS GREATER THAN 5' FROM THE FIRE HYDRANT
TO THE WATER MAIN. THIS ADDITIONAL VALVE MAY BE DELETED AT
I.R.C.D..U.S. DISCRETION WHERE DISTANCE IS 9' OR LESS AND WHERE A
SINGLE LENGTH OF D.I.P. PIPE IS USED.
2. ALL WATER SERVICE CURB STOPS (TAPS) SHALL BE AT PROPERTY
LINES. TYPICAL FOR ALL.
3. SIDEWALKS DIRECTLY ADJACENT TO LOTS SHALL BE CONSTRUCTED AT
THE TIME EACH LOT IS DEVELOPED. ALL OTHER SIDEWALKS SHALL BE
CONSTRUCTED AT EACH PHASE.
PROPOSED SIGN
FILTER FENCE/SEDIMENT BARRIER
PROPOSED STREET LIGHTPROPOSED FORCE MAIN

PROPOSED DRAINAGE INLET
PROPSED SANITARY SEWERLINE
PROPOSED FIRE HYDRANT
FLOW DIRECTION
PROPOSED DRAINAGE
PROPOSED DRAINAGE
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
AND / OR C.L. SWALE
PROPOSED DRAINAGE PIPE
PROPOSED WATER MAIN
DRAINAGE STRUCTURE LABEL
PROPOSED GRADE / CONTOUR
X 15.33
SEWER STRUCTURE LABEL
PROPOSED SEWER MANHOLES
PROPOSED MODIFIED MIAMI INLET
TIME OF PHASE DEVELOPMENT
SIDEWALK CONSTRUCTED AT
TIME OF LOT DEVELOPMENT
SIDEWALK CONSTRUCTED AT
FM FM
SAN SAN
WAT
JUNCTION BOX
2ADDRESSSJRWMDCOMMENTSDATED12/2/1412/03/14
312/03/14ADDRESSSJRWMDCOMMENTS
WATER SAMPLING POINTS:
4REVISEDPERIRCCOMMENTS1/15/15
PROPOSED STORMWATER STRUCTURE SCHEDULE
Inlet Type Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
62 Miami 21.00 - N - S 13.62 E 17.33 W 619+10.24 11 LT
63 Miami 21.00 - N - S 13.55 E 13.55 W 619+10.12 11 RT
64 Miami 21.00 - N 17.70 SE - E - W 623+13.52 11 LT
65 Miami 21.00 17.65 NW 17.50 SE - E - W 623+11.86 11 RT
66 Miami 21.00 - N 14.30 S - E - W 625+96.88 11 LT
67 Miami 21.00 14.25 N 14.00 S - E - W 625+96.80 11 RT
68 Miami 21.00 - N 17.70 S - E - W 629+61.97 11 LT
69 Miami 21.00 17.65 N 17.50 S - E - W 629+61.85 11 RT
77 Miami 21.00 15.80 N 15.80 S - E - W 404+47.57 11 LT
78 Miami 21.00 15.80 N 15.80 S - E - W 404+35.98 11 RT
79 Miami 21.00 - N 17.70 S - E - W 401+78.71 11 LT
80 Miami 21.00 17.65 N 17.50 S - E - W 401+78.63 11 RT
81 Miami 21.00 - N - S 14.20 E 14.00 W 303+28.82 11 LT
82 Miami 21.00 - N - S 14.25 E 14.25 W 303+28.34 11 RT
83 Miami 21.00 - N - S 14.70 E 14.50 W 302+00.82 11 LT
84 Miami 21.00 - N - S - E 14.75 W 302+00.34 11 RT
112 C Inlet 21.00 - N - S 17.70 E - W
CS-2 C Inlet 21.00 13.50 N - S - E - W 628+34.36 188.51 RT
CS-3 Junction 20.90 11.90 NE 11.90 S - E - W 628+46.76 5.71 RT
CS-4 Junction 20.90 15.50 N 11.65 SW - E - W 628+67.30 6.16 LT
PROPOSED SEWER STRUCTURE SCHEDULE
Manhole Top Invert DIR Invert DIR Invert DIR Invert DIR Station Offset
33 21.90 13.29 W 13.19 E 16.22 S 406+13.11 0
34 21.31 17.64 N 301+68.40 0
35 21.65 14.42 W 14.32 E 403+07.07 0
36 21.95 15.56 N 15.46 E 400+00.00 0
37 21.40 16.55 N 16.45 S 619+64.38 0
38 21.43 17.66 S 622+47.46 0
39 21.50 17.83 E 623+94.73 0
40 21.81 16.24 W 16.14 E 627+95.86 0