HomeMy WebLinkAbout2005 - September Revised with gopher tortoisesRESIDENTIAL SU BD IVI s
PRELIMINARY PLAT
SECTION 26, TOWNSHIP 31 S, RANGE 38 E
INDIAN RIVER COUNTY, FLORIDA
L O.CATION MA.P
DRAWING INDEX
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- - r4SHEET DESCRIPTION
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u _ . r 6 MISCELLANEOUS DETAILS
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'7 TYPICAL SECTIONS
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6 SEEDIMENT & EROSION CONTROL NOTES & DETAILS
L-1 LANDSCAPE PLAN
S ITE �• ' - ;°, SURVEY ATTACHED
AERIAL ATTACHED
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LEGAL DESCRIPTION
OWNER: WAYNE KOZLOWSKI
75 MERRILL COURT
BRISTOL, CT. 03010
(860) 302-8645
APPLICANT: SCHULKE, BITTLE AND STODDARD, L.L.C.
1717 INDIAN RIVER DRIVE; SUITE 301
VERO BEACH, FL 32960
(772) 770-9622
ENGINEER: SCHULKE, BITTLE AND STODDARD, L.L.C.
1717 INDIAN RIVER DRIVE; SUITE 301
VERO BEACH, FL 32960
(772) 770-9622
SITE ADDRESS: 18 AC. LOCATED ON THE WEST SIDE OF LACONIA STREET,
SOUTH OF GLADIOLA AVENUE
PROJECT LOCATION: SECTION 26, TOWNSHIP 31 S, RANGE 38 E
STATEMENT OF USE: STANDARD RESIDENTIAL RS -10 SUBDIVISION (38 LOTS)
TAX I.D. NO'S: 31-38-26-00000-1000-00003.1
PROPOSED MAINTENANCE ENTITY: PROPERTY OWNERS ASSOCIATION
DEDICATION OF IMPROVEMENTS: PRIVATE ROAD/ RIGHT-OF-WAY, PUBLIC UTILITIES
MEANS OF CONVEYANCE OF OWNERSHIP: FEE SIMPLE
GROSS AREA: 18.40 AC
EXISTING LAND -USE: LOW DENSITY RESIDENTIAL
ZONING: R-10 (SINGLE FAMILY RESIDENTIAL 10,000 SF)
TOTAL NUMBER OF RESIDENTIAL LOTS 38 LOTS
CONSTRUCTION $CHEDULE:
DATE OF COMMENCEMENT DATE OF COMPLETION
9/05 9/07
SITE AREAS/USES TABLE:
AREAS TOTALS
GROSS AREA: 18.40 AC
R/W DEDICATION 1.05 AC.
NET DEVELOPED AREA: 17.35 AC
DWELLING UNITS: 38 UNITS
DENSITY: 2.07
LOT AREA: 9.31 AC
ON-SITE RIGHT-OF-WAY: 2.20 AC
STORMWATER MANAGEMENT AREA (ON-SITE): 2.87 AC
RECREATION TRACT AREA: 0.21 AC
EMERGENCY ACCESS TRACT: 0.06 AC
CONSERVATION AREA: 2.70 AC
THAT PART OF SOUTHEAST 1/4 OF NORTHEAST 1/4 OF
EUMNG SITE CON ITIDNS
SECTION 26, LYING NORTH AND EAST OF FOLLOW
- PRESENT CONDITION: INACTIVE CITRUS GROVE
TOTAL AREA
DESCRIBED LANDS; BEING AN EASEMENT AND RIGHT OF
SPACE AREA (AC).
ZONE X & AE (ELEV. 11)
WAY 230 FEET IN WIDTH ACROSS SOUTHEAST 1/4 OF
- SOILS: SCS SOILS MAP
0.14
NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON
2.41
2. RIVIERA FINE SAND, DEPRESSIONAL (#51)
EACH SIDE OF FOLLOW DESCRIBED BASE LINE AS IN
- TOPOGRAPHY: VARIES 8± TO 181 AVERAGE ELEVATION IS 131
0.21
OFFICIAL RECORD BOOK 194, PAGE 415, BEGINNING AT
0.21
- TRACT 'A' - PROPOSED DRAINAGE TRACT AREA 0.46 AC
SOUTH EAST CORNER OF NORTHEAST 1/4 OF AFORESAID
DEVELOPMENT PARAMETER/
ZONING
SECTION 26, RUN NORTH 41'42'15" WEST 610 FEET,
WAIVERS:
- MINIMUM LOT SIZE:
RS(COS)
10,,000 00 sf
THENCE NORTH 53'52'05" WEST 600 FEET, THENCE
- MINIMUM LOT WIDTH:
- MINIMUM LOT FRONTAGE:
80 ft
30 ft
NORTH 73'42'05" WEST 377.52 FEET, THENCE N
-- MINIMUM YARD SETBACKS:
-FRONT:
25 ft
10 ft
53'50 05" WEST 92.13 FEET TO A POINT ON WEST
- SIDE:
- REAR:
- POOLS /POOL ENCLOSURES:
20 ft
BOUNDARY AND 347 FEET SOUTH OF NORTHWEST
- FRONT:
- SIDE:
20 ft
10 ft.
CORNER OF AFORESAID SOUTHEAST 1/4 OF NORTHEAST
-REAR:
- PATIOS:
10 ft
1/4 OF SECTION 26 PER CITY OF SEBASTIAN ORDINANCE
:
- S - SI DDE:
5 ft
5 ft
92-06.9 NOW LYING IN INDIAN RIVER COUNTY, FLORIDA.
- DECKS:
10 ft
D. DENSITY PROPOSED: 38/18.40 =
- FRONT:
5 ft
- SIDE:
5 ft
- REAR:
10 ft
- MAXIMUM BUILDING HEIGHT:
25 ft
- MAXIMUM LOT COVERAGE:
- BUILDINGS:
30%
- IMPERVIOUS AREA:
- MINIMUM SEPARATION DISTANCES:
55%
- BETWEEN RESIDENCES:
20 ft.
- MINIMUM OPEN SPACE:
- LOT:
50%
- PROJECT:
- MINIMUM R/W WIDTH:
50%
50'
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riiiri ,?/ SrRiiCriiRAi FNG/NFFRiNG •LAND PLANNING •ENVIRONMENTAL PERMITTING
..... ,..�.. , .r... �� �.. ,... �_.........
v w CERTIFICATION OF AUTHORIZATION NO.: 00008668
1717 INDIAN RIVER BLVD., SUITE 301 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL sbseng@bellsouth.net
SITE DATA
EUMNG SITE CON ITIDNS
TOTAL OPEN
- PRESENT CONDITION: INACTIVE CITRUS GROVE
TOTAL AREA
- FLOOD ZONE: MAP NO. 12061CO090 E; DATED 5/4/89
SPACE AREA (AC).
ZONE X & AE (ELEV. 11)
0.46
- SOILS: SCS SOILS MAP
0.14
I. EAUGALLIE FINE SAND (#3)
2.41
2. RIVIERA FINE SAND, DEPRESSIONAL (#51)
0.72
- TOPOGRAPHY: VARIES 8± TO 181 AVERAGE ELEVATION IS 131
0.21
PROJECT LANG USE:
0.21
- TRACT 'A' - PROPOSED DRAINAGE TRACT AREA 0.46 AC
0.06
- TRACT 'B' - PROPOSED DRAINAGE TRACT AREA 2.41 AC
0.06
- TRACT 'C' - PROPOSED RECREATION AREA 0.21 AC
2.70
- TRACT 'D` - EMERGENCY ACCESS 0.06 AC
2.70
- TRACT 'E' - WETLAND CONSERVATION 2.70 AC
9.31
- 38 SINGLE FAMILY LOTS
4.66
MAXIMUM DWELLING UNIT COMPUTATION: RS -10
2.20
A. GROSS AREA: (AC) 18.4 AC
1.10
B. TOTAL MAX. UNITS ALLOWED
WITHIN EFFECTIVE BASE
9,59
RESIDENTIAL AREA:
ZONING: DENSITY: E. B. R. A.
UNITS
RS -10 5/AC x 18.40
92
C. TOTAL DWELLING UNITS PROPOSED:
38
D. DENSITY PROPOSED: 38/18.40 =
2.07
SQUARE FOOTAGE GROSS FLOOR AREA BY USE:
A. ACCESSORY NON-RESIDENTIAL:
USE BLDG (SF) LAND AREA (AC)
NOT APPLICABLE
B. RESIDENTIAL USE STANDARDS:
USE BLDG (SF) LAND AREA (SF)
1. SINGLE FAMILY (1 OR 2 STORY) 1,500 TO 3,600 SF 10,000 SF MIN.
OPEN SPACE AREAS:
A. REQUIRED:
ZONING OPEN. SPACE AREA TOTAL
RS -10 50% x 18.40 = 9.20 ac
C. PERCENT PROPOSED OPEN SPACE FOR TOTAL SITE: 9.59 AC/ 17.35 AC = 55.3%
D. LITTORAL ZONE CALCULATIONS:
NO LITTCRAL ZONE PROPOSED
FLOODPLAIN FILL COMPENSATION
TOTAL EXISTING FLOOD (ELEV. 11) VOLUME ONSITE = 8.35 ACFT
TOTAL PROPOSED FLOOD STORAGE VOLUME (AT ELEV. 11):
TRACT A = 1.95 ACTT
TRACT B = 3.81 ACFT
TRACT E = 3.41 ACFT
TOTAL PROPOSED STORAGE VOLUME = 9.17 ACFT
STORM ELEVATIONS:
TRACT A TRACT B
BASIN BASIN
jkIAN. �0. Al IAN:�9j'
I YR.: 11.74 1 YR.:13.AS'
PARKING/T`R'AFFIC CIRCULATION:
- PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE A
MINIMUM OF 2 PARKING SPACES WITHIN THE INDIVIDUAL
DWELLING UNIT DEVELOPMENT AREA.
ALL ACCESSORY COMMERCIAL AREAS SHALL PROVIDE PARKING IN
ACCORDANCE WITH SEC. 54-3-10.6 CITY OF SEBASTIAN
LAND DEVELOPMENT CODE
- TRAFFIC CIRCULATION: MINIMUM 50 FT WIDE DRIVE PRIVATE
ROAD RIGHTS-OF-WAY WITH MIN, 20 FT TWO WAY ROADWAYS SHALL
BE CONSTRUCTED SO THAT AI L DWELLING UNITS HAVE MIN. 30 FT
FRONTAGE ON SAID RIGHT-OF-WAY.
TRAFFIC:
THE SITE IS ESTIMATED TO GENERATE 343 ADT BASED ON
A RATE OF 9.03 ADT/LOT (I'TE)
GENERAL NOTES:
1.) PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN
WRITING IN A FORM, ACCEPTABLE TO THE CITY
ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES,
AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO
GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION
OF PRIOR COMMITMENT VOID'• THE PRELIMINARY APPROVAL.
2.) PROPOSED MIN. FINISHED FLOOR ELEV. VARIES FROM 18.28' TO 11.75'
3.)STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED.
4.) ELECTRIC SERVICE WILL BE UNDERGROUND.
5.)' I.R.C. UTILITIES WILL PROVIDE WATER' AND SEWER UTILITY SERVICE
TO THE SITE.
6.) GOPHER TORTOISES CONSERVATION PLAN:
TO THE EXTENT ALLOWED BY REGULATORY AGENCIES, APPLICANT WILL
RELOCATE GOPHER TORTOISES TO CONSERVATION AND OTHER
NON -DEVELOPABLE AREAS ON SITE, AND WILL RELOCATE ANY
REMAINING TORTOISES TO APPROVED OFF SITE LOCATIONS IF HEALTHY.
PERMITS REQUIRED:
1. PRELIMINARY PLAT
2. I.R.C. UTILITY PERMIT
3. CITY OF SEBASTIAN RIGHT-OF-WAY (LACONIA)
4. CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL
5. CITY OF SEBASTIAN CONCURRENCY
6. CITY OF SEBASTIAN TYPE 'A' FLOOD PROTECTION STORMWATER PERMIT
7. FINAL PLAT
8. S.J.R.W.M.D. STORMWATER PERMIT 4OC-4)
9. F.D.E.P. WATER CONNECTION PERMI
10. F.D.E.P. SEWER CONNEC11ON PERMIT
11. F.D.E.P. NOTICE OF INTENT
12. SRCWD STORMWATER
13. SRWCD ROW
14. SRWCD UTILITY
REVISED AREAS PER ADDITION OF 5 LOTS
REVISED PER COS
REVISED PER COS
5/02/05
8/15/05
9/01/05
EN 31NEER CER TIFIC TION:
PATE: $P 0 6 W
1Z5,
JOSEPH J. SCHULK , P. E. REG, No 47048
❑ JODAH B BITTLE., E. REG. No 57396
❑ yV4Lt IdM STODDARD, Ph.r,.. P.E. REG. No 57605
I
TOTAL OPEN
B. PROPOSED:
TOTAL AREA
9' ALLOWED
SPACE AREA (AC).
- TRACT 'A'
0.46
30%
0.14
- TRACT 'B'
2.41
30%
0.72
- TRACT 'C' RECREATION:
0.21
100%
0.21
- TRACT 'D' EMERGENCY ACCESS:
0.06
100%
0.06
- TRACT 'E' WETLAND CONSERVATION
2.70
100%
2.70
- LOT AREA:
9.31
50%
4.66
- R/W AREA:
2.20
50%
1.10
- TOTAL PROPOSED AREAS :
9,59
C. PERCENT PROPOSED OPEN SPACE FOR TOTAL SITE: 9.59 AC/ 17.35 AC = 55.3%
D. LITTORAL ZONE CALCULATIONS:
NO LITTCRAL ZONE PROPOSED
FLOODPLAIN FILL COMPENSATION
TOTAL EXISTING FLOOD (ELEV. 11) VOLUME ONSITE = 8.35 ACFT
TOTAL PROPOSED FLOOD STORAGE VOLUME (AT ELEV. 11):
TRACT A = 1.95 ACTT
TRACT B = 3.81 ACFT
TRACT E = 3.41 ACFT
TOTAL PROPOSED STORAGE VOLUME = 9.17 ACFT
STORM ELEVATIONS:
TRACT A TRACT B
BASIN BASIN
jkIAN. �0. Al IAN:�9j'
I YR.: 11.74 1 YR.:13.AS'
PARKING/T`R'AFFIC CIRCULATION:
- PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE A
MINIMUM OF 2 PARKING SPACES WITHIN THE INDIVIDUAL
DWELLING UNIT DEVELOPMENT AREA.
ALL ACCESSORY COMMERCIAL AREAS SHALL PROVIDE PARKING IN
ACCORDANCE WITH SEC. 54-3-10.6 CITY OF SEBASTIAN
LAND DEVELOPMENT CODE
- TRAFFIC CIRCULATION: MINIMUM 50 FT WIDE DRIVE PRIVATE
ROAD RIGHTS-OF-WAY WITH MIN, 20 FT TWO WAY ROADWAYS SHALL
BE CONSTRUCTED SO THAT AI L DWELLING UNITS HAVE MIN. 30 FT
FRONTAGE ON SAID RIGHT-OF-WAY.
TRAFFIC:
THE SITE IS ESTIMATED TO GENERATE 343 ADT BASED ON
A RATE OF 9.03 ADT/LOT (I'TE)
GENERAL NOTES:
1.) PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN
WRITING IN A FORM, ACCEPTABLE TO THE CITY
ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES,
AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO
GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION
OF PRIOR COMMITMENT VOID'• THE PRELIMINARY APPROVAL.
2.) PROPOSED MIN. FINISHED FLOOR ELEV. VARIES FROM 18.28' TO 11.75'
3.)STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED.
4.) ELECTRIC SERVICE WILL BE UNDERGROUND.
5.)' I.R.C. UTILITIES WILL PROVIDE WATER' AND SEWER UTILITY SERVICE
TO THE SITE.
6.) GOPHER TORTOISES CONSERVATION PLAN:
TO THE EXTENT ALLOWED BY REGULATORY AGENCIES, APPLICANT WILL
RELOCATE GOPHER TORTOISES TO CONSERVATION AND OTHER
NON -DEVELOPABLE AREAS ON SITE, AND WILL RELOCATE ANY
REMAINING TORTOISES TO APPROVED OFF SITE LOCATIONS IF HEALTHY.
PERMITS REQUIRED:
1. PRELIMINARY PLAT
2. I.R.C. UTILITY PERMIT
3. CITY OF SEBASTIAN RIGHT-OF-WAY (LACONIA)
4. CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL
5. CITY OF SEBASTIAN CONCURRENCY
6. CITY OF SEBASTIAN TYPE 'A' FLOOD PROTECTION STORMWATER PERMIT
7. FINAL PLAT
8. S.J.R.W.M.D. STORMWATER PERMIT 4OC-4)
9. F.D.E.P. WATER CONNECTION PERMI
10. F.D.E.P. SEWER CONNEC11ON PERMIT
11. F.D.E.P. NOTICE OF INTENT
12. SRCWD STORMWATER
13. SRWCD ROW
14. SRWCD UTILITY
REVISED AREAS PER ADDITION OF 5 LOTS
REVISED PER COS
REVISED PER COS
5/02/05
8/15/05
9/01/05
EN 31NEER CER TIFIC TION:
PATE: $P 0 6 W
1Z5,
JOSEPH J. SCHULK , P. E. REG, No 47048
❑ JODAH B BITTLE., E. REG. No 57396
❑ yV4Lt IdM STODDARD, Ph.r,.. P.E. REG. No 57605
I
SECTION 269
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KOZLOWSKISPRELIMINARY P ENTRANCE DESIGN PARAMETERS:
TOWNSHIP 31 S R N G E 3 8 E 8 N ®0 N R B E R C O� - ALL MECHANICAL GATE OPERATORS AND
� � � 9 � �, ® � � ® KEYPADS SHALL BE SET BACK A MIN. � gip' 40,00'
OF 30 FROM THE FACE OF CURB
ADJACENT - MEDIAN CURB SHALL BE TYPE 'D' (6" CURB)
ZONING: RS -10
- ENTRY ROAD CURBING SHALL BE TYPE 'F'
LAND USE: LOW DESITY RESIDENTIAL CURB AND GUTTER (6" HIGH CURB)
- TURN -AROUND AREA SHALL BE 20' WIDE
BLOCK 339, -(SEE DIMENSION ON PLAN)
KEY ACCESS SWITCH / BOX (KNOX)
SEBASTIAN HIGHLANDS UNIT 13 IS REQUIRED AT THE GATED ENTRANCE I I
WITH A BATTERY BACKUP.
- - - - PB 7, PG 82 - - - - DRIVEWAY RADII SHALL BE 35 FT. MIN.
¢3 - Q -
Q
10 DRAINAGE/MAINTENANCE Z\
SET PRM EASEMENT DEDICATED TO CITY Q o: SITE BENCHMARK
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IR/CAP FD NW CORER OF 120.00' 103.00' 80.00' 80.00' 80.00' 80.00' 80.00' 80.00' 80.00 8 .00' 80.00' 80.00' 80.00' 95.00' SET PR
PLS #2391 THE NE 1/4--T_--------� -------------------------------------------------------------------- --- -------------------------- ----- NCM FD
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CM 1CU ` ` 21 I� 1 20 '� ' 19 1� I 18 1,� 1 17 19 1 16 1� 1 15 1� I 14 I� 1 13 1� 1 12 I� I 11 I� I 10 ,� I , I61-10
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QCU Rf Q T4_72-17_ 105.16_ \ 10,899 S.F. I ( 10,000 S.F. I I 10,000 S.F. I I 10,000 S.F. I I 10,000 S.F. I I 10,000 S.F. I I 10,000 S.F. 1 I 10,000 S.F. 1 I 10,000 S.F. I I 10,000 S.F. I 10,000 S.F. I I 1 I I (I I
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1 10,254 SF
O 0 M.-- TYPE C%
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O - - - - - - EASEMENT - - - - - - EASEMENT +� -- 8'R �R PAD 8
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IR/CAP SET I I EASEMENT 1 I 6tie s_34.75 80.00' 80.00, 80.00 80.00 80.00' 80.00' 80.00 80.00' 49.89' 'Q �
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I o I \s- 'Go"' %--I -----I --- --- r---- --- r------ I --- 4-7 ----------���9 �'h "KEEP R4-7 "KEEP I
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C"
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e a 38'3 a�" I '' � R1 1 STOP SIGN (30'- r - - - - - - - I \
SET PRM I / L= 83.38 I I I I 5' DRAINAGE I I I I I I I I I I I "■
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�2• 131.54' - "� / I 10 I Ito I i ACCESS EMENT 0 1 l 0 I ( 0 I I I I l 0 I I g W/I STREET SIGN
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FL REG. NO. 47048
❑ JODAH B. TILE
FL
EG N . 57396
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04-060
Submitted to Council @
8/24/05 Regular City Council
Meeting - R-05-27
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/ Q CONST. BERM AT
NORTH PERIMETER LAND USE: LOW DESITY RESIDENTIAL 36 PIPE 1
� (ELEVATION 1.3 FT I� SJNV=11.93' CONST. BERM 21
��� �'L 24" CMP ABOVE INTERNAL ROAD) BLOCK 339 I - - - - 2 FT ABOVE C
N.INV=7.50' C.L. OF LACONIA 14
Q, -¢- SEBASTIAN HIGHLANDS UNIT 13 SILT FENCE 0 j 1
S.INV=7.0 '
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MIN E 5 ACR (TYP)
20 19 18 7 16 15 14 f 13 \11 � �% '0 6 A -A
tJ 1 _ % MIN FFE 18.28 I w o o
�- - \ - ,' MIN FFE = 15.5 MIN FFE = 16.15, MIN FFE = 16. MIN FFE = 16.32 MIN FFE = 16.8E' MIN FFE = 17.42 MI FFE - 00 Q 7 �3
MIN FE = 12.70 M FFE = 13.4 IN FFE = 13.9 MI FFE = 14.50 MIN FFE = 14.93 I I O 1
1a r E. `
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DS -15
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iR/CA#P5 SET EASEMENT I � S - � � ..� � � .4� - - S• S I I I
PLS 243 �•
WITNESS
10.7 \
O � 54 L. IN FFE = 11,75 \ % � I / � I I % �`\� \ f / \ I / � I � � F�ISEMR DRAINAGE
15" ADS d ( I I `� CONST.
+ l \ 5' DRAINAGE t� I _ FIRE HYDRANT nj a&Q
- r j EASEMENT AND j
- ACCESS EMENT ,s ( j
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29 i 40 R
.. .. 26 27 30 31 3 33 34 I I I \
. RIPRAP APRON �5.� � _-- - � � I I I f 11�A N FFE - 18.20 I DEDICATED ,�40 R/W
25 MIN FFE = 14.3 MIN FFE = 14.50 I� I M FFE = 14.93 ( MIN FFE = 15.53 MIN FFE = 16.15 MIN FFE = 6.15 I MIN FFE = 1 firS2 MIN FFE =�6.8 MIN FFE = 17.4 +12„ I �I _ To CIT' . jLP� PLAT
``'` MIN FFE/ 12.5 I , I I I /� I I ACR TYP I
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ract B1
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MITS CF SITE I I 14.49' ,. .� MIN FFE = 15.30 MIN FF = 16.0 �'` I z Q
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ILIT,Y
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O rz cn �S/ - NATIVE VEGETA ON 55-7 / 18
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O� X5.55 /- DS -4 TYPE C INLET 13.00 9.00 8.00 \ ``�.�A G 10' F w I
F S 9 \ I MIAMI CURB INLET 12.60 8.50 7.50 CON 110N ESMT LANDSCAPE EASE N = U
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T O� s �� \ �- j DS -5 MOD FlED M GRAPHIC S C ALE 6 �_
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O DS -6 MODIFIED MIAMI CURB INLET 12.60 8.30 7.30 \,
'ps 'p FO \ \ \ DS -7 MODIFIED MIAMI CURB INLET 15.30 9.50 8.50 50 0 so too \ 'UPLAND BUF r c I I z
� DS -8 MODIFIED MIAMI CURB INLET 15.30 7.80 6.80 i _ OPE I �41
SW-1 FILL
2 ___DS -9 MODIFIED MIAMI CURB INLET 14.30 9.10 8.10 I AGRICULTURAL
SEE SHEET FOR DS -10 MODIFIED MIAMI CURB INLET 14.30 8.90 7.90 ._ DITCH FLUCFCS
O) , iCONC�ETAIL
MAL LAYOUTDS-11 MODIFIED MIAMI a CURB INLET 60 - - _ - = I I 510 0.04 AC.
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DS -12 MODIFIED MIAMI CURB INLET 12.60 8.90 7.90 \ o r -
\\ CM FD SOUTHEAST CORNER OF DS -13 MODIFIED MIAMI CURB INLET 10.00 7.00 6.00 \ DRY R 4TIQ I I
THE NORTHEAST 1/4 OF DS -14 CONTROL STRUCTURE SEE DETAIL, SHEET 6 t \ „ 1 :_' I I
\ \ NO ID SECTION 26-31-38 POINT
1 OF BEGINNING CENTERLINE DS -15 CONTROL STRUCTURE SEE DETAIL, SHEET 6
OF EASEMENT & RIGHT OF WAY MATCHLINE SEE PLAN THIS SHEET
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TURTLE GROVE
SUBDIVISION
INDIAN RIVER COUNTY, FLORIDA
SCHULKE, BITTLE & STODDARD, L.L.G.
OFFSITE F O R C E M A I N CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING
EXTENSION CERTIFICATION OF AUTHORIZATION NO.: 00008668
1717 INDIAN RIVER BLVD., SUITE 301 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL sbseng@bellsouth.net
/THE DRAWINGS ARE THE
DRAWING
4060PLAT MARK
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_ USE FOR OTHER PROJECTS
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WRITTEN CONTRACT WITH THE
CHECKED
JWS
b 3 &
USE WILL BE PROSECUTED
SCALE
Y 'fury �
PURSUANT TO THE
K COPYRIGHT LAWS..
DA %E.
11/04/05
A
TURTLE GROVE
SUBDIVISION
INDIAN RIVER COUNTY, FLORIDA
SCHULKE, BITTLE & STODDARD, L.L.G.
OFFSITE F O R C E M A I N CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING
EXTENSION CERTIFICATION OF AUTHORIZATION NO.: 00008668
1717 INDIAN RIVER BLVD., SUITE 301 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL sbseng@bellsouth.net
/THE DRAWINGS ARE THE
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EXECUTED OR NOT. COPY OR
TURTLE GROVE
SUBDIVISION
INDIAN RIVER COUNTY, FLORIDA
SCHULKE, BITTLE & STODDARD, L.L.G.
OFFSITE F O R C E M A I N CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING
EXTENSION CERTIFICATION OF AUTHORIZATION NO.: 00008668
1717 INDIAN RIVER BLVD., SUITE 301 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL sbseng@bellsouth.net
REVISION
REVISED PER ADDITION OF
5 LOTS AND TRACT 'A'
DA TE
5/04/05
/THE DRAWINGS ARE THE
DRAWING
4060PLAT MARK
PROPERTY OF THE ENGINEER.
WHETHER THE PROJECT FOR
DESIGNED
DMF 1
WHICH THEY ARE MADE IS
EXECUTED OR NOT. COPY OR
DRAWN
J.M.S.
_ USE FOR OTHER PROJECTS
_ IS PERMITTED ONLY BY
WRITTEN CONTRACT WITH THE
CHECKED
JWS
ENGINEER. UNAUTHORIZED
USE WILL BE PROSECUTED
SCALE
AS NOTED
PURSUANT TO THE
K COPYRIGHT LAWS..
DA %E.
11/04/05
REVISION
REVISED PER ADDITION OF
5 LOTS AND TRACT 'A'
DA TE
5/04/05
SOD ADJACENT TO N /
SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION STAPLE FILTER BARRIER - ALL MITERED ENDS
GENERAL BURLAP OR STAND. STRENGTH I MAXIMUM TRENCH WIDTH `�
EXCAVATE ILL O TRENCH 2' 2' I � �
IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", AND BACKFILL OVER 8" SYNCH. FILTER FABRIC I 2 X PIPE DEPTH + W
LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FILTE" FABRIC. TO THE WOOD STAKES 1" TYPE S-3 ASPHALT 3'��� �� ^ � O
OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING (MIN. 1000 P.S.I. MARSHALLI - P.V.C. CAP \
WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" 3' TYP. ti ff,LIMITS PAVED ROAD/PARKING ze
Z VARIES (8' MIN.) (TYP.) -N
RD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR RTO THE 'FOOT ROADWAY AND 6' COQUINA SH
AS THE "STANDARD TO SHALL REFS Q ELL COMPACTED
'� 1 o OF ��
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TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH 0 LIMITS TO 98X MAX. DENSITY (AASHTO T-180)
IS REFERRED TO, IT SHALL BE A PART Of THE STANDARD SPECIFICATIONS, ALSO. F Q OF SOD AND TEST TO LBR tpp 'r _• •'A+►"" • AI'll a "'"�►'�' y�;,
ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL I.
n Q PLACE AND COMPACT > �j%j`���' ' ' '
8" STABILIZED SUBGRADE (LBR 40) Y // � _ s �� - r :�_ ....;,...:.,,...:."...,.*:.,..,*.-I s ; 1'.11:.. :�:: :: i it -*.':.,.*:�.'- Y ,Y,":.'.',':-.,.,.::..-�:: ,:..:, • --: - -
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REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REWIRED TO - a IN 6" LIFTS. V SOD (98X COMPACTION AASHTO T-1801 't °'4''� =`•' " - - �%t • ."""r`''r'' °�''
BEGIN WORK. il-nl= IhI11s gglqs �
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THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL X w SCHEDULE 40 WHITE P . I sn
THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, NOTE. 98X MAX. DENSITY
-WHEN CONSTRUCTED ACROSS DITCH UNE w W w LENGTH REFLECTED IN BID TABULATION
DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE, THE PLAN CONFIGURATION SHALL RESEMBLE z PIPE O.D. + 24" -K s•� Z
AN ARC WITH ENDS ORIENTED UPSLOPE. S o 5 SEE WRITTEN SPECIFICATIONS FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS, 0
MAXIMUM WIDTH -�'
CLEARING/GRUBBING o o LIMITS4 1. CONTRACTOR TO INCLUDE NECESSARY P.V.C. 90' BENDS, P.V.C. CAPS, AND STUB -OUTS IN BID. �I 6
THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, 3"x3• WOOD STAKE, MIN. -BURLAP - MIN 10 OZ./SY MATERIAL Q z EDGE OF DRIVEWAY OF -IMITS S
INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS DRIVEN 12" INTO GROUND. - FILTER FABRIC - SYNTHETIC MATERIAL m Q OR ROADWAY SOD OF TYPICAL ASPHALTIC CONCRETE PAVING SECTION MISCELLANEOUS CONDUIT � a
WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE MEETING STD. TESTING VTM-51,52 � " z i° SOD
WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. 75X FILTERING EFFICIENCY MAX. MAX. o s E5
GRADING -FILTER BARRIERS SHALL BE MAINTAINED H Q N. T. S. y (NOT TO SCALE) as
THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A UNTIL ALL UPSLOPES HAVE BEEN PERMANENTLY \ 2 _N, Lu. '.y,;�f.. { ;;; > ,�^
TOLERANCE OF 0.2 Ft.+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, ROADWAY EXCAVATION FILTER BARRIER STABILIZED. 1� �IaO !;r;��'ti: i::a�i:r.r, Q
li "`"' III ?.r.=,, .• .r i:.= :. ' 0 MIN. 8'
AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. _ x CONST. 3' CONC. EXTENSION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE 1. FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS .1
PER FDOT 273, FOR SIDE DRAINS FRONT VIEW I ANY ST. I
AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING HAND PLACED •:::::.T 24", 30" OR 36" LONG BRACKETS BLADES Y
IN THIS REGARD. HOWEVER, ANY LOSS OF SC OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, SELECT MATERIAL LOWER QUADRANT TO BE I I STEP 4`'
EXPENSE. OR RECEIVING WATERS. SHAPED TO RECEIVE PIPE 4 Q a
A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW I �
SOD: BELL AND BARREL.
DISTURBED AREAS WHERE EROSION COULD OCCUR DURING CONSTRUCTION CULVERT TYPE PER PLAN ,• SIDE DITCH GRADE +� N
GENERAL SPECIFICATIONS: SOD SHALL BE ARGENTINE BSTAN UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WITH AT AND SHALL A SUFFICIENTLY OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS. N 0 T E S: �- 8" 6 I s T • STOP FLAT BLADE: ALCOA #86054.6063-T6 ALLOY.
THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION J_
SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, AND BACKFIWNG of EACH INLET. 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS E` I30m ETCHED, DEGREASED WITH #1200 ALODINE FINISH 1*
FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES C EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, . FILTER BARRIER OF THE FLORIDA TRENCH SAFETY ACT.JEWiM '16� WITH 2277 GREEN SCOTCHUTE BACKGROUND OR w \
ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY UNE
CONTRACTOR. D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD 2) BACKFILL TO 12" MAXIMUM LAYERS OR OTHER APPROVED GENERAL SPECIFICATIONS: III EQUAL DIMENSIONS -- 6" MIN. H, 24" , 30" OR 36" L. 0 w U-
BY THE PROJECT ENGINEER. METHOD TO ACHIEVE 98% COMPACTION UNDER PAVED FLAT PLATE, ALCOA # 86054.6063-T6 ALLOY,
EMBANKMENT CONSTRUCTION 2. FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE POINT OF DISCHARGE OF THE ETCHED, DEGREASED WITH #1200 ALODINE FINISH I LETTERS: NAME - 4" SERIES 'B' # 2270 0 3 Z
ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL SURFACES AND 95% COMPACTION UNDER OTHER SURFACES SCOTCHLTTE (SILVER) OR EQUAL - SUFFIX - 2-
/ I WITH X2277 GREEN SCOTCHLITE BACKGROUND OR EQUAL. � ) 4
PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT AS ESTABLISHED BY A.A.S.H.T.O. METHOD T-180. c
SURFACES ARE COMPLETE AND ALL SWALED AREAS HAVE GRASS COVER. DIMENSIONS: SERIES AS ABOVE. O
CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROQTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT INVERT BIT. COATED CMP SHALL BE USED AT ALL SEE FDOT INDEX NO. 272, 273 AS " --PAST W W
WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. 3. SC ALL AREAS IN LIEU OF SEED AND MULCH THAT ARE PRONE TO CAUSE EXCESSIVE EROSION 8"H, 24",30" OR 36 L., .08" THICK ALUMINUM � 2 2 � �
OF SEDIMENT, INCLUDING AREAS ADJACENT TO CULVERT ENDS, DISCHARGE STRUCTURES, M.E.S. SECTIONS FOR ADS CULVERTS APPLICABLE FOR CONSTRUCTION DETAILS LETTERS: v -I �
MATERIAL• SELECT GRADE; A.A.S.H.T.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) FLUMES, ETC. TYPICAL TRENCH DETAILS CONC. JACKET OR OTHER APPROVED OF MITERED END. DETAILS, DIMENS., NAME - 6" SERIES "B" #2270, SUFFIX LETTERS - 3". 't W i U
4. PROVIDE 18" MIN. WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES. POST: STEEL FLANGED CHANNEL POST WITH
COMPACTION: 12" COMPACTED LIFTS, MINIMUM 98X MAXIMUM DRY DENSITY LL BE
T-180). TRANSITION FORMED METAL BAND ETC. DEPEND ON TYPE AND DIA. OF PIPE. SCOTCHUTE (SILVER) OR EQUAL. BAKED GREEN ALKYD OR GALVANIZED FINISH PER C) O O U � O
COMPENSATION: COMPENSATION GR FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION NOT TO SCALE ( ) SIDE DRAINS: FDOT INDEX 273 THE STREET NAME MUST BE ON BOTH SIDES OF THE SIGN PLATE. AS.T.M. -A-123. WITHOUT ANCHOR PLATES.
(PER C.Y.), GRADING (PER LF. OF ROADWAY OR PER ACRE Of SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. EROSION AND SEDIMENT CONTROL PLAN SHALL BE USED TO COUPLE THE PIPES. CROSS DRAINS: FDOT INDEX 272
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STAKING STREET NAME SIGN M z���� ~oW
CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. MITERED END SECTION % I u" I�'"' iI'l! _' 9n� 87DR �SIGCI:.. 1-1 MurCD - 30' x 30' ENGINEERING GRADE w" ' w °o ' n
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(SNS) OR (D-3) f III LOCATION: ONE PER INTERSECTION AS INDICATED ) W a x o W
STABILIZING w
STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE N. T. S. ` a � a, o, z o a u'
PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT W w ¢ z o z z w o g
LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 3 o o o k o o m F
Q�R'�WQ : WJZU'
BASE COURSE STOP SIGN DETAIL a m =� Www
THE BASE SHALL BE CONSTRUCTED OF EITHER UMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL ` w o t w w u w a
MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. \ a 3 3 w N 3 w:) E o/
LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED --FINISH GRADE \ /
IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR MALL PROVIDE ROCK PIT CERTIFICATION FOR "... . X
CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO I TOP OF CURB GUTTER GUTTER FLOW UNE
T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. n
. '^ U.S.F. NO. 5105, OR \ 1-1/2"
PRIME AND TACK COAT -.I - MANHOLE FRAME AND COVER OPEN, EQUAL FRAME AND GRATE \ FINISH GRADE
PRIME AND TACK CATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. �t MAYBE BE OFFSET. ?. -- ` cz
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ASPHALT CONCRETE SURFACE COURSE A.C.S.C. ° ADDITIONAL REINFORCING , I. ' ••
( ) BARS REQUIRED AT THE ► ►. .. ''CU r• . .',•• • CURB,'•'...•'o:. •. '.11111111111111 ....
TYPE S -I MOD -C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 v OPENING IF SLAB TO BE .- d ._.�.
. : r ' a • • ' . 0' . • • , ' .� . • .,I . ■
AND 331 OF THE STANDARD SPECIFICATIONS. : P TRAFFIC BEARING. •° , • ► '. • r _ • . ' • • ' .• ! �.. ►• TOP OF GRATE �
CURB W I 24 3/4• I . . :v-,0- • •. :., ; •- . ; : ' - ' •. ' e e•. TOP EL 12.80' TOP EL 12.80' ' 0; CD
ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. z w ► 1 w r
10
INDEX No. 3C, PROVIDE CONTRACTION JOINTS AT 10 -FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3 -FEET. . •
CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. v .° : % . ' °.. p�� Ip - ° •! ..i .' :.. ►' •.
F o a a s ► I 22" SQUARE I .'! I .. •: C)
TESTING p .:•, ` 111 '� -4
THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS A ► O O O CI > „ ; II If . • , . . 15"OUTFALL PIPE " IQ v
>' ° aO oO #. 4'-0' MINIMUM OR LARGER . • • . i • : .. .•..,'., / Q Z CN /cL
ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY a bi ► '• . ° D o o O ' ' it-. D R I • :.. (► . • . 41 `)
REQUEST FOR PAYMENT ON THE ABOVE ITEMS. m ► 0 0 0 ❑ j° V . • EQUIRED ► > `: '' • . . �.' .' a,
THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: '"'GRAM AT1bN OO NE ,• � z Q c
A. EMBANKMENT: ° I .,r ;� '
1 DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 10,000 SF. INTERVALS FOR EACH 12' LIFTS CONSTRUCTED. ► ► • ► � ' . • ' . . v -J 1 C R� ?T
00000000000 O - V)
B. SUBGRADE: ..� .... °. ' A . 00000 . .:. Qcc I'D
(1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS Of NOT MORE THAN 5000SF / 20,000SF OR CLOSER AS ► ►c - , ► .' '� •'
MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) . ° ' ' D I I I i `' 1 .
I 00
(2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. 1 ■' ' 11 If ' 5"X4.25" SLOT 5"X4.25" SLOT
► IPE INVERT . ► PIPE DL4 PIPE DIA - r I , N W O O y
C. BASE: . R AS PER PLAN PER PLAN .i NV. EL 8.O ��,INV. EL 8.O 15" OUTFALL PIPE11
Z O LLL. Q
€1) F.B.V / LB.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,OCSF OR CLOSER T ° b ' 01►' ' '.► ITUR000 Q O
2)N DENSITY TESTS SHA1 PER LL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. . " to : S I - PICKHOLE I I I `i 0. •. • 11, , G
D. PIPE BACKFlW - . _ ' ' . 11.►, ► O � Z U
(1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN., I J I I J . BOTTOM EL 6.0' 37'
E STRUCTURES: 6" 8" 4'-O" MINIMUM AS REQUIRED 8" 6' U.S.F. DWG. NO. 410, OR BOTTOM ELEV.� "' .. •:' # . � I w ' Z Z W Co
EQUAL MANHOLE COVER. YY
(1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. LETTERS MARKED *DRAINAGE* •... ~•'• ,f; : ;' , ► . Q O m
F. BUiILDING PAD: OR STORM". •...• _ .' .... .. - .... . >.. �1
(1) AS SPECIFIED IN ARCHITECTURAL PLANS. � Q 0 Cn
ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. ELEVATION TOP VIEW I" O
ELEVATION CROSS SECTION p
CLEAN-UP
ACONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE NOS' NOTE; ELEVATION TOP VIEW 0� Z W ti
LEFT IN A NEAT, CLEAN, GRADED CONDITION, 1. 3/4" CRUSHED STONE FOUNDATION FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED. 1. FOR JUNCTION BOX USE STANDARD STRUCTURE BOTTOM AND TOP SLAB 'TYPE P' OR 'TYPE J", IN ACCORDANCE DS -14 TYPE $$cot PLAN W S o `
2. ALL DRAINAGE MANHOLES TO BE CONSTRUCTED IN ACCORDANCE WITH "STRUCTURAL BOTTOMS, TYPE P AND J, F.D.O.T. WITH F.D.O.T. STANDARD INDEX No. 200. CV
DRAINAGE SPECIFICATIONS STANDARD INDEX No. 200, WITH MANHOLE TOP TYPE 8, F.D.O.T. STANDARD INDEX No. 201.
STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS pj.T. LL W 1 -
OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. TYPICAL DRAINAGE JUNCTION MANHOLE DISCHARGE CONTROL) Z o F-
ALL REINFORCING STEEL TO BE ASTM A LES AN GRADE 4IN ET MAY
BE PSI, AND SHALL EN HANDLED AND PLACED IN ACCORDANCE WITH TYPICAL MODIFIED MIAMI CURB INLET F- � Z �
ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY SE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S
SHOP DRAWNGS' STRUCTURE 1 W O co u -
PRECAST INLETS N. T. S. - Z Q F-
ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE NTH APPLICABLE REFERENCES TO FDOT DRAWINGS IN THE U
'FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE 11 PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. - CV
CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 4000 PSI. N
CULVERT PIPES „ TOP OF GRATE 4l w 0
REINFORCED CONCRETE PIPES (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS CORRUGATED 8
ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. THIS POINT CORRESPONDS TO ELEVATION ��6
-TOP EL. 10.30' TOP EL 10.30' WjJQ L OOF TOP OF INLET GRATE'S » - + t-
STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE NTH SECTION 430 AND RELATED SECTIONS OF THE STANDARD a » , „
SPE OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE N 6 1 -6 JOINT SEAL " J U N
COMPLETED IN MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND IN 12' LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% / " _ 7`1-
_ 15 OUTFALL PIPE It CN
OF MAXIMUM DRY DENSITY. 3�4"R I
CONCRETE 2� I � - : T- I --
UNLESS
UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 3000 PSI. ,. , , ''� ^' r* \1CD � vi J
ALL WORK SHALL COMPLY NTH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CCE AND THE APPLICABLE ' ', : "A •„ ` , , • •• •r' ., ;}a . PAVEMENT p CD '� I/ Lu
BUILDING CODES HAVING JURISDICTION IN THE AREA. = W 1 Z ' "' r' - \�'/ I
.. , I f/
F- `: •;•.. 0 1 sr . HUTT[o
RECORD DRAWINGS O O • ' • ' ,r �� 7 STD. � 'i� r `t U
CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATE D BY THE m N ',: r,: , ; `,; : " - / ,�' " " \ " " (�J
CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL . ••..:::t' -'.:•, •..... ••'••� v: is :.i CO � rr 2.5 X1 .%5 SLOT 2.5 X1.75 SLOT ` 15"OUTFALL PIPE �%�
INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION, INVERT AND TOP ELEVATIONS OF CULVERTS, SEWER MANHOLES, DRAINAGE •• : - ',;•,.:.a•o• ::: , . t; ., •... • .� - 6 MIN . INV. EL 5.5' ( INV. EL 5.5' \ � � `� � V
STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON '••�.:•;y;�P`�� s..;re''''i.'ca; ..�'•t-" _INV. EL 5.5 � 0000000000000
. ,.:.c...m . r,.....$, v , `'`~ V.�1 }A';~�YCi.'I :Y'} k ; .j�. CONC. PAV'T..........................................<
COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. •••s, `'+..• ,• a::.x• -- a i'r•w�r: ' . e t
THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. t:• .Y . , „ .,..Y , * ,, , , , - -;,• .,-.,: f: --4L, ,,: � I 1 //
THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. I � -
THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING 24" ' .'.tA�%;..,: 2 EXP. JOINT AND BOTTOM EL 3.5
TIES TO STATE PLANE COORDINATES. r 8" ;.;:.::• *.:•�:• PREFORMED JOINT FILLER -0 "a 37 m-
., . *.
INSPECTION MODIFIED MIAMI CURB 2'-0"
MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS
THE ENGINEER SHALL BE NOTIFIED: TYPE D ELEVATION CROSS SECTION to �
A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. w
B. PRIOR TO BACKFlWNG ANY PIPE TRENCHES. " PROVIDE 4" MIN STABILIZED DS -15 TYPE "C" PLAN
C. UPON COMPLETION OF SUBGRADE AND COMPACTION. PROVIDE 4 MIN STABILIZED TYPE F
D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. 0 2
E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. SUBGRADE (LBR=40) UNDER CURB SUBGRADE (LBR=40) UNDER CURB N.T. Ld
F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. DISCHARGE CONTROL) Z
G. UPON COMPLETION OF CONSTRUCTION.
INSPECTION NOTIFICATION: NOTE: FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT, CONCRETE SHOWN.
THE RESPECTIVE COUNTY DIVISION SHALL BE NOTIFIED, IN WRITING, WITH COPIES TO THE COMMUNITY DEVELOPMENT
DIVISION OF THE COMMENCEMENT AND COMPLETION OF THE FOLLOWNG ITEMS OF CONSTRUCTION SO THAT AN IMMEDIATE EXPANSION JOINT, PREFORMED JOINT FILLER AND JOINT SEAL ARE REQUIRED BETWEEN CURBS STIR C RE J (n
INSPECTIOAND SPECIFICATIONS AND THCAN BE E REQUIREMENTSD TO ENSURE CONSTRUCTION IN OF CHAPTER 913.COIFFFORMANCE WITH SAID APPROVED THE COUNTY NOTIFIES THE DEVELOPER THAT ONO LATUS AND CONCRETE PAVEMENT ONLY, SEE DIAGRAM RIGHT. J
COUNTY INSPECTOR IS AVAILABLE TO INSPECT WITHIN FORTY-EIGHT (48) HOURS OF AN INSPECTION REQUEST AND IF w Q
A DELAY IN INSPECTION WOULD CAUSE A DELAY IN THE PROJECT, THEN THIS REQUIREMENT MAY BE MET BY C0 CR E TE CURB a I --
w SUBMISSION OF A CERTIFICATE FROM THE ENGINEER OF RECORD THAT ALL CONSTRUCTION WAS COMPLETED IN
Z) ACCORDANCE NTH THE LAND DEVELOPMENT PERMIT:
: 1. WATER LINE AND SANITARY SEWER LINES PRIOR TO BACKFILLING (UTILITIES DIVISION) ^ LJJ
O_ 2. STABILIZED SUBGRADE (PUBLIC WORKS DIVISION) � 0
w 3. CURB AND CONCRETE WORK (PUBLIC WORKS DIVISION)
4. ROADWAY BASE (PUBLIC WORKS DIVISION) ALL PAVEMENT/ DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN
n 6. PERMANENT REFERENCELIMONUMENTS AND KS PERMANENT CONTROL POINTS (PUBLIC WORKS DIVISION) ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN
THE FAILURE TO NOTIFY THE RESPECTIVE DIVISIONS OF THE COMMENCEMENT AND COMPLETION OF CONSTRUCTION OF STANDARDS AS FOLLOWS: .,
U-) SUCH ITEMS SHALL BE GOOD CAUSE TO REFUSE M ISSUE A CERTIFICATION OF COMPLETION UNTIL SUCH FURTHER
O INVESTIGATION IS CONDUCTED TO VERIFY COMPLIANCE WITH THE LAND DEVELOPMENT PERMIT. ALL WATER AND SEWER
O IMPROVEMENTS MUST BE INSPECTED BY THE INDIAN RIVER COUNTY UTILITIES DIRECTOR OR HIS REPRESENTATIVE OR STRUCTURE IN '.-_...:....
N a
\ THE APPROPRIATE MUNICIPAL OR PRIVATE UTILITY REPRESENTATIVE PRIOR TO BACKFILLING [913.07(5)(H)]. CURB CUT/RAMPS No. 304
r` WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION
FOR ROADWAYS AND/OR PARKING LOTS/bRIVEWAYS. DRAINAGE MANHOLE: STRUCT. BOT. TYPE 'P'
5'
/� OPE A
TRAFFIC/PAVEMENT MARKING NOTES: W/ SUMP BOT., AND MANHOLE TOP TYPE 8. No. 200,201 �/ -ExlsnkiGGRADE
1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN TYPE "C" INLET No• 232 `" o, w J
nj WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE NTH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S rr " NOTES: TREE PROTECTION. Z
v / ` _ (A) ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND O
I- STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION N0. 710. TYPE F INLET No. 233 �` / DURING CONSTRUCTION ACTIVITIES. &
L'i2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S '_-
STANDARD INDEX NO. 173246. CURBING N o. 300 3�� u �� / � / \ �r'X �� (B) UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE 0 1>-
a A �� OUTSIDE OF THE DRIPUNE WHERE ABLE. �^, ^
0 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED. USE EXTRUDED o -` _� / S� (C) INSTALI.ATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE R00T `V �/• / Z
1.17 TYPE, ALKYD BASE THERMOPLASTIC DIRECTION ARROWS (SEE SITE PLAN), MITERED ENDS No. 272 COGAJ _ - / � t} �` `iii. SYSTEMS OF EXISTING TREES. '
0 4. STOP BARS SHALL BE 24` WIDE. USE EXTRUDED TYPE, ALKYD BASE ThfERMOPLASTIC. - pj 8l
5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE NTH F.D.O.T. TRAFFIC DESIGN STANDARDS AND THE SIDEWALKS No. 310 o� `_ � ,. (D) FENCE / BARRICADE SHALL BE INSTALLED AT PERIMETER Of ALL TREES OR GROUP O
a � _ / � � _ OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION.
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. W V
/ 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED ROADWAYS SHAD. BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC TYPE P -10 INLET LET N o. 200, 201, 215 ��
o � Y+
i AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD . %,:• • '• . „` - / ---
0
I--
�I�� J M w
7. SPECIAL MARK NGS FOR ROAD AND I(CROSS WALK DGE CS �OF' BARS ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS SECTION NO. 711. , • - �: ' - ° ' • ^ - € MASONS STRING W/ F► �. m W
���� FLAGGED RIBBON
FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE NTH THE F.D.O.T. INDEX No. 17346. DRAINAGE STRUCTURES . ••' `:' ` ::.� �'�L� CONTINUOUS AROUND EXISTING TREL
.� SIGNS: "- �: - • ,; . .• �, 1` BARRIER 2 ROWS TRUNK DIAMETER Z) N m
j 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ' . • • VARIES 6' - 2x2'S 4' O.C. PLACED
2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No. 11860, 11863, 11865. AT TREE DRIP LINE, OR AT Z
.5 WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). LOT GRADING TYPE B EDGE OF EXISTING/PROPOSED Q
LOT GRADING TYPE A MASONS STRING W/ PAVEMENT (AS REQUIRED)
3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE NTH F.D.O.T. INDEX No. 17302. INTERIOR LOTS ADJACENT TO LAKES FLAGGED RIBBON AR S
tm (DRAINAGE TO BOTH STREET AND REAR LOT LINE) PERIMETER LOTS 0
FLORIDA DEPARTMENT OF TRANSPORTATION NOTES: ,\3. SIDE LOTSWALE (ALL DRAINAGE TO STREET) NOTE: TRUNK DIAMETER BARRIER EXISTING TREE02SROWSUND
�/ BUILDING CONTRACTOR SHALL BE VARIES M-`
0 1. ALL MATERIALS AND CONSTRUCTION WITHIN FOOT RIGHT-OF-WAY SHALL CONFORM TO THE FOOT ROADWAY AND TRAFFIC DESIGN TYPICAL LOT GRADING DETAIL u)
STANDARDS LATEST EDITION). STANDARD SPECIFICATIONS (LATEST EDITION) AND THE SUPPLEMENTS THERETO. RESPONSIBLE FOR PROVIDING GRADING
2. THE APPLICANTS ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION SHALL INSURE THAT THE MAINTENANCE OF TRAFFIC PLAN (MOT) IN ACCORDANCE WITH APPROVED PLANS. d
Iq FOR THE PROJECT IS IN ACCORDANCE NTH THE APPLICABLE FDOT INDEX NUMBERS (6C SERIES) AND THESE DOCUMENTS. THE MANUAL ENGINEER CER77FICA77ON
O ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S DEPARTMENT OF TRANSPORTATION, FHWA). N.T.S.
c 3. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL WAY OF THE STATE ROAD SHALL BE BACKFILLED ` 0
JOSEPH W. SHULKE
p IN ACCORDANCE NTH STANDARD INDEX 6C OR SHALL BE OTHERWISE PROTECTED NTH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE. \� PROPOSED - - .. FL RSG. N0. 47048
4. IF THE PERMITTED WORK IS ON A ROADWAY THAT HAS BEEN SELECTED AS A HURRICANE OR DISASTER EVACUATION ROUTE, THE APPLICANT, AT P HOUSE in ❑ JODAH B. BIT -LE
0 THE PRE -CONSTRUCTION CONFERENCE IS REQUIRED TO PRESENT, AS PART Of THE WORK PLAN, AN EMERGENCY FUNCTIONAL RESTORATION PLAN TO .- FL REG. NO. 57396
ADDRESS EVENTUALITIES SUCH AS HURRICANES.i,
ar 5. THE CONTRACTOR MUST CALL THE APPROPRIATE COUNTY TRAFFIC ENGINEERING DIVISION, HAVING JURISDICTION OVER THE PROJECT AT LEAST 48 HOURS, - - '..'1:; ❑WWAM P ST.IDDARD
BEFORE ANY EXCAVATION WITHIN THE FDOT RIGHT-OF-WAY TO DETERMINE THE LOCATION OF THE EXISTING TRAFFIC SIGNAL INTERCONNECT CABLE. FL REG. N0. i7605
ry 6. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING `
0 CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED NTH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. � \ - ELEVATION
v CONTRACTOR WILL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION. ,.;-
7. BEFORE PERMIT APPROVAL AND CONSTRUCTION OF THIS PROJECT, THE APPLICANT MUST CONTACT THE FLORIDA DEPARTMENT OF TRANSPORTATION SIDE LOT SWALE
W 6' - EE D 4' O.C. PLACED NTS DATE: 1 7
LOCAL MAINTENANCE OFFICE TO SCHEDULE APRE-CONSTRUCTION MEETING. THE TELEPHONE NUMBER IS 561-465-7396 OR 1-800-300-8236.
8. THE APPLICANT AT THE EARLIEST CONVENIENT TIME SHALL NOTIFY IN WRITING ALL RIGHT-OF-WAY USERS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. ED TREE DRIP UNE• EXISTING/PROPOSED AT
isi 9. ALL CURB CUT RAMPS MUST FACE IN THE DIRECTION OF PEDESTRIAN TRAVEL PLAN VIEW PAVE ENT (AS REQUIRED)
SHEET
N 10. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE TRAVEL OF THE STATE ROAD SHALL BE BACKFILLED IN NTS
ACCORDANCE NTH STANDARD INDEX 600 OR SHALL BE OTHERWISE PROTECTED NTH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE.
N IN ACCORDANCE WITH STANDARD INDEX 6C OR SHALL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTORS EXPENSE.
N 11. ALL MOT LANE CLOSURE SIGNS SHALL BE COVERED MEN LANES ARE NOT CLOSED, NO LANES ARE TO BE CLOSED BEFORE 9:00 AM AND ALL LANES
Y ARE TO OPENED BY 4:00 PM. TREE PROTECTION BARRIER PROJECT NO.
0 \ 12. PAVEMENT SPECIFICATION: MATCH EXISTING TYPE AND DEPTH OF ASPHALT TO 3 1/2• MAXIMUM., INCLUDING FRICTION COURSE. �,/ \, 04-060 J
0
1
It
0
ADJACENT PROPERTYI
4' —
1
60' ROW �I
1
16' M�EDIAN _ 1
6' 2' 14' PVMT ` 8' _ i _ 8' - 14' PVMT _ 2' 6'
1" TYPE S-1 1" TYPE S-1 1
ASPHALT ASPHALT 1
I
4% q o— 4%
TYPE FCURB-�'� ,r.�!y;"°',,t.,�; -T E D CURB 4. .� �'• ".,;.-s*tF,rt, .�'����t. �E F CURB 1
��✓////
" " 6" COQUINA SHELL
6 COQUINA SHELL 8 STABILI ED SUBGRADE
COMPACTED TO 98% MAX. (LBR=40) 98% COMPACTION COMPACTED TO 98% MAX.
DENSITY (AASHTO T-180) AASHTO T-180) DENSITY (AASHTO T-180)
FILL COMPACTED TO 1
98% MAX. DENSITY FILL COMPACTED TO
98% MAX. DENSITY I
TYPICAL SECTION B—B
ENTRANCE ROADWAY (60' ROW)
NTS
STORMWATER TRACT 'A'
20' 4
i
10.5 M
MATCH EXIST. q
GRADE 'r
1
I
CONTROL ELEVATION = 5.50
\ 0 4.5
2:1 OR ANGLE Lon
OF REPOSE
POND BOTTOM = -1.00
TYPICAL LAKE SECTION G—G
NTS
PROPOSED LOT STORMWATER TRACT 'B'
10' 1
DRAINAGE/MAINTI 20'
EASEMENT
MIN FFE = 14.30 (PRIVATE)TOP OF
BANK = 13.00
CONTROL ELEVATION = 8.00
in '
6.50
TYPICAL LAKE SECTION D—D
NTS
_E
FS
w
0
in
0
'I POND BOTTOM = -2.50
12' 2.'
1
2%--�
Ye„' q,
MODIFIED MAIMI CURB_ --v ' � _-L ”'
1
PROPOSED LOT
10' LAN SCAPE _
EASEMENT
OPAQUE
BUFFER
5'
0 LIMITED
ACCESS
ESMT. _
TOP BERM -
(+) 2.0' ABOVE C.L. \ 4'
OF LACONIA
CENTER LOT GRADING
TO ROADWAY)
40' PROPOSED ROW
26' SWALE 6' SHLD 8' 4' _
(STABILIZED 12' PVMT
14' 12' 8" DEPTH)
1 1/2" TYPE S-1
ASPHALT
GRADING (GRADE 4 1 i- Vy; _��i,'` 8. _
�pE LOT GRAD / . l' �`7ivr+i� y, •? x#.F�. o .lYti .
+12" ACR
(INTERNAL ROAD)
6" COQUINA SHELL
COMPACTED TO 98% MAX.
DENSITY (AASHTO T-180)
BOTTOM OF SWALE FILL COMPACTED TO
(-) 2.0' MAX. BELOW EOP 98% MAX. DENSITY
OF LACONIA
50' ROW _ 1
I
I
10' PVMT 10' PVMT 2' 12'
1" TYPE S-1
ASPHALT 1
8" STABILIZED SUBGRADE—
(LBR=40) (98% COMPACTION
AASHTO T-180)
I
1
MAIMI CURB 1
6" COQUINA SHELL
COMPACTED TO 98% MAX.
FILL COMPACTED TO ENSITY (AASHTO T-180) 1
98% MAX. DENSITY
I
TYPICAL ROADWAY SECTION
50' ROW
NTS
LOT 40' DRAINAGE R/W
0 10' EASEMENT
1 TO C.O.S.
-- IN
-i 5' �—
(OPTIONAL) I
18
BERM GRADE
+1.3' ABOVE I 13� J
16 R.I OF R(IAtI
MATCH
14 CENTER LOT GRADING��EXIS1iNG
\
SIDE LOT j3RADING I 10:1 MAXI
+12" )CR — — _ —
17 - — — —
MAX —
L EXISI
S� /
MAX SLOPE � SILT � \ DITCF
10 FYIST rND FENCE r
s
0 50 100
CROSS—SECTION F—F
NTS
PROPERTY PROPOSED (40' ROW) EXISTING (40' ROW)
\ 8'
(
1s
14,46 SEE TYPICAL SECTION A -A
14 �
12
10- —
8 _Mb i VnL
6
0 50 100
CROSS—SECTION 1-1
NTS
40' EXIST ROW
LACONIA STREET
I
EXIST
12' PVMT
-1 1/2" TYPE S-1 RECYCLE ASPHALT AND BASE EXISTING OF I z
ASPHALT OVERLAY PAVEMENT AND OVERLAY 3
0
I
8" STABILIZED SUBGRADE
(LBR=40) (98% COMPACTION EXIST GND
AASHTO T-180) I
TYPICAL SECTION A— A
80' ROW
NTS
AREA TO BE PLANTED WITH
NATIVE VEGETATION AND REMOVE
ALL EXOTICS AS BUFFER FOR
ADJACENT WETLANDS)
A
(ELEV 14.00)
EXIST WETLANDS 15' VARIES.
V���D�31�AS UPLAND BUFFER
CONSERVATION TRACT 5' TOP OF BANK
40' g' NOTE:
STABILIZE SOD BANKS OF BERM
UPLAND
US IMMEDIATELY UPON FINAL GRADE
14
12
w — - — — — —
z � —
10� _ SILT FENCE
g CLLJ LEXIST G4D AT UFI� OF
0
6
41
21I
FNETTCAOP OF
BERM
0 50 100
CROSS—SECTION E—E
NTS
PROPOSED LOT
_ 10' LANDSCAPE ~
EASEMENT amu'
OPAQUE z
BUFFER
5' o
A LIMITED Iw
ACCESS
ESMT. E _
TOP BEFM
(+) 2.0 ABOVE C. L.
OFLACONIA 7�1
1
1
CENTER LOT GRADING
SIDE LOT GRADING (GRADE TO ROADWAY)
+12" ACR
(INTERNAL ROAD)
14
12
10
8
6
4
2,
CCNTROL ELF.(= 8.50
LINE
80' ULTIMATE ROW
40' PROPOSED ROW
26' SWALE
14' 12'
3
f
150
(-) 2.0' MAX. BELOW EOP
CROSS—SECTION C—C OF LACONIA
NTS
— -
L EXISITNG GND
TOP RETENTION
AREA = 12.00
3:1 TO MEET
EXIST GND
RETENTI JN BOTTOM = 9.50-
�--- CONST. SI!.T FENCE
AT LIMITS OF FILL
DRY RETENTION AREA 10'
13.00
0 50 100
TYPICAL SECTION H — H
NTS
14
MIM OF BLDG PAD
i
1
150
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ENGINEER CERTIFICATIO
E140SEPH W. SCHULKE
FL. REG. NO. 47048
❑ JODAH B. BITTLE
FL RE6v NO. 57396
❑WILLIAM f`. STo
DARD
ISL REG. rO. 76 5
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PROJECT N0.
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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 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 DEVELOPER, OWNER, AND/OR 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. 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 NOS. 101, 102, AND 103
OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS.
Post Options:
Wood 2„ M
Wood x4 /0
Optional Post Positio
Principle Post Position
Oak 1"x 1 " I o (Canted 20' Toward Flow)
Steel 1.33 Lbs/Ft. Mi 6' Max. Filter Fabric (In o.
Conformance With w
`� r Sec. 985 FDOT Spec.) >�
_' M E J---F11ter Fabric
41
;n Silt Flow
r
ELEVATION SECTION
Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
TYPE N-- SILT FENCE
Anchor Bales Nth 2 - 2" x 2" x 4'
Sidewalks Stakes Per Bale.
0
Curb &Gutter "— Curb &Gutter Ditch rai Ditch
- IF I E
PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
Limits Of Construction- ILI
/Sod Silt Barrier
50' Max. 50Max.
— _ Sod _ Ditch Bottom Inlet
Median Ditch
50 Max. 50' M x. — Silt Barrier
... .. ., iDitch
Cross Drain---. _ -�
50' Max. 50' Max.
Endwall 1 - Silt Barrier
I
Sod I I� Limits Of Construction
o I
c i. .ii ■ .il�
iI• II• • I
m
c --50' On Centers (Typ. )
As Required
I
Anchor Bales With 2 - 2" x 2" xR�AN Overlap Ends
Stakes Per Bale.
Fill Slope
ELEVATION
TO BE USED AT SELECTED SITES WHERE THE
NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE
DITCH INSTALLATIONS AT DRAINAGE STRUCTURES
V;
Silt Flow
* V 4& ► V
Note: Spacing for Type NNN Fence to be in
Type NNN Silt Fence Protection accordance with Chart Sheet 1 of 3
Around Ditch Bottom Inlets. and ditch installations at drainage
structures Sheet 2 of 3.
Do not deploy in a manner that silt fences will act as a dam across permanent flowing
Type -NN Silt Fence
watercourses. Silt fences are to be used at upland locations and turbidity barriers
used at permanent bodies of water.
SILT FENCE APPLICATIONS
EROSION CONTROL NOTES
— All turbidity, erosion, and sedimentation controls shall be in accordance with `Best
Management Practices' as described in the Florida Land DeveloDment Manual: A
Guide to Sound Land and Water Manaa_ement.
— Reference F.D.O.T. Index #102.
EROSION CONTROL DETAILS
N.T.S.
- Flow
Bales To But •
• Anchor Bales With 2 - Z" x 2" x 4'
.I Stakes Per Bale.
PLAN
6' Min
Fill Slope
ELEVATION
TO BE USED AT SELECTED SITES WHERE THE
NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE
BARRIERS FOR FILL SLOPES
Woven Filter Fabric In Absence Of
Established Gross (Approx. 12' x 12').
Secure Edges By Entrenching And
Extend Under Bags and Bales. Fabric
Shall Meet The Requirements Of
Sand Bags— Section 985 Of The Standard
Specifications. Cost Of Fabric To Be
5' Min. Included In The Contract Unit Price
For Baled Hay Or Straw, TN.
• ■� • •. i •�• • •�■ • • 1(� •1 •(• i • • • • • • • • • • • • • ■
o
� Loose Soil Placed By Shovel And Lightly I1$Loose SoilPlaced By Shovel And Lightly
??? Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Bales.
PLAN Of Bales'
PLAN
Rail Post
z
J
41
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J
M -C
VTT 1' Min. Recommen d
5' Typ
V Min. Recommended
Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale. Anchor Bales With 2 - 2" x
2" x 4' Stakes Per Bale
Anchor Top Bales To Lower Bales Nth 2 - 2" x 2" x 4' Stakes Per Bale.
Q
Q 00
jan
ELEVATION
ELEVATION
Q
Application and Spacing: The use of Types -1 & II
bale barriers should be
limited to the
conditions outlined -in ehart I,
Sheet 1 of 3, Index No.
102
TYPE IC
TYPE I
N o d,
BARRIER FOR UNPAVED
DITCHES
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CERNXAA0-N-\
9]'JOSEPH W. SCHULKE
FL REG. NO. 47048
.57398
O.PTODDARD
1'i s&
PROJECT NO.
04-060 f
RELOCATED
OAK TREE
VIRBURNUM f
,2.5'` PROPERTY LINE
35'
RELOCATED
,OAK TREE
REQUIRED
1/35 LF RELOCATED OAK TREES x 805 LF = 23 RELOCATED OAK TREES
1/2.5 LF VIRBURNUM AWABUKI x 805 LF = 322 VIRBURNUM AWABUKI
SECTION
10' LANDSCAPE EASEMENT
OPAQUE BUFFER
EAST PL BUFFER
LANDSCAPE REQUIREMENTS
SECTION PROPOSED
TOTAL RELOCATED OAK TREES 1/35 FEET 23
TOTAL VIRBURNUM AWABUKI 1/2.5 FEET 322
LANDSCAPE MATERIAL STANDARDS & NOTES
(1) QUALITY. PLANT MATERIALS USED SHALL CONFORM TO THE STANDARDS FOR FLORIDA NO. 1 OR BETTER, AS
GIVEN IN THE MOST CURRENT EDITION OF "GRADES AND STANDARDS FOR NURSERY PLANTS" PART I AND PART 11,
STATE OF FLORIDA.
(2) DROUGHT TOLERANCE REQUIREMENTS. A MINIMUM OF FIFTY (50) PERCENT OF TOTAL CUMULATIVE LANDSCAPE
PLANT MATERIAL USED TO MEET THE PROVISIONS OF THE I.R.C. LD.R., CHAPT. 926, SHALL BE
"VERY DROUGHT TOLERANT," AS CLASSIFIED AND LISTED IN THE MOST RECENT EDITION OF THE "SOUTH FLORIDA
WATER MANAGEMENT DISTRICT XERISCAPE PLANT GUIDE."
(3) TREES
(A) CANOPY TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN GREATER THAN FIFTEEN (15)
FEET IN DIAMETER.
(B) PALMS SHALL BE CONSIDERED 1/3 OF A TREE AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN FIFTY (50)
PERCENT OF THE TOTAL NEW TREE REQUIREMENT. ADDITIONALLY, 3 PALMS = 1 CANOPY TREE .
(C) TREE SPECIES SHALL BE A MINIMUM OF TEN (10) FEET OVERALL IN HEIGHT AND TWO (2) INCH
CALIPER AT THE TIME OF PLANTING.
(D) A50L OF AFIFTY LL TREES SPERCENT HALL BE ORATED "VERY DROUGHT OEESSHALL BE OF A NATIVE SPECIES, AND AT LEAST
(E) 6 (SIX) DIFFERENT TREE SPECIES ARE REQUIRED
(4) GRASS. GRASS AREAS MAY BE SODDED, PLUGGED, SPRIGGED OR SEEDED, EXCEPT THAT SOLID SOD SHALL BE
USED IN SWALES OR OTHER AREAS SUBJECT TO EROSION. SEED, WHERE USED, SHALL BE OF A VARIETY THAT
WILL PRODUCE COVERAGE WITHIN NINETY (90) DAYS FROM SOWING.
(5) SHRUBS/ HEDGES:
(A) 50% OF ALL SHRUBS & HEDGES SHALL BE RATED 'VERY DROUGHT TOLERANT"
(B) SHRUBS & HEDGES SHALL BE A MIN. OF 36" AT PLANTING.
(C) HEDGES SHALL BE PLANTED AT A MIN. OF 30" O.C.
(6) IRRIGATION USAGE ZONES SHALL BE AS FOLLOWS:
(A) GRASS AREA SHALL BE IN HIGH USAGE ZONES.
(B) TREES & SHRUBS SHALL BE IN LOW USAGE ZONES.
(7) IRRIGATION SYSTEM SHALL BE EQUIPPED WITH A MOISTURE SENSING CONTROLLER
(8) THE CONTRACTOR SHALL ATTEMPT TO PRESERVE AS MANY EXISTING TREES AS POSSIBLE AND FEASIBLE. TREES THAT ARE
PRESERVED MAY BE CREDITED TOWARDS THE SITE TREE REQUIREMENT IF THEY MEET THE ABOVE SPECIFICATIONS.
(9) THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF TREES AND SIGNS SUCH THAT ALL SIGNAGE IS EASILY
SEEN FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY FROM THIS PLAN TO ACHIEVE THIS REQUIREMENT.
(10) ALL LANDSCAPE ISLANDS MUST BE BERMED.
(11) ALL UNDERSTORY TREES TO BE MINIMUM 5' TALL
(12) PALMS MUST HAVE 10' OF CLEAR WOOD.
(13) ALL OPAQUE FEATURES MUST BE AT FULL HEIGHT
UPON INSTALLATION
10' LANDSCAPE EASEMENT
OPAQUE BUFFER
EXISTING TRE
TRUNK DIAMI
VARIES
MASONS STRING
FLAGGED RIBBON
CONTINUOUS ARC
BARRIER 2 ROWS
ELEVATION
NOTE: CONTRACTOR MAY SUBSTITUTE NTS
6' HEIGHT CONTINUOUS CHAIN-
LINK FENCING FOR HORIZONTAL
BRACING AS AN OPTION.
2x2'S 4' O.C. PLACED
'REE DRIP LINE, OR AT
OF EXISTING/PROPOSED
=MENT (AS REQUIRED)
FIRST PLANT SETBACK 8"
FROM OF
TO ALLOW FOR GROWTH.
i : CONTINUOUSOF
• O.C.O.C.O.C.
•- OF • •- OF
FERTILIZE WITH OSMOCOTE AS
PER MFG RECOMMENDATIONS
• MONTH FORMULA
CKFILL BETWEEN PLANTS WITH
• • PREPARED PLANTING•
LANDSCAPE ' 60/40
6.0, SOIL MIX, SAND /MUCK.
TYPICAL - PLANTING DETAIL
TREE PROTECTION BARRIER
NTS
EXISTING TREE MASONS STRING W/
TRUNK DIAMETER FLAGGED RIBBON
VARIES CONTINUOUS AROUND
BARRIER 2 ROWS
PLAN VIEW
NTS
PROPOSED LOT
z
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ao
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Z
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RELOCATED
OAK TREE
6' - 2x2'S 4' O.C. PLACED
AT TREE DRIP LINE, OR AT
EDGE OF EXISTING/PROPOSED
PAVEMENT (AS REQUIRED)
80' ULTIMATE ROW
40' PROPOSED ROW
26' SWALE
14' 12'
TRP BEFM VIRBURNUM
( ) AWABUKI
+ 2.0 ABOVE C.L. 36" HEIGHT
OF LACONIA \
CENTER LOT GRADING
SIDE LOT GRADING (GRADE TO ROADWAY)
+12" ACR
(INTERNAL ROAD)
4'7
NOTE: BERM IS
1 TO 2 FEET HIGHER
THAN F.F. ELEVATIONS
CROSS-SECTION C- C
NTS
N`L%
BOTTOM OF SWALE
(-) 2.0' MAX. BELOW EDP
OF LACONIA
40
1
North
GRAPHIC SCALE
0 20 40 80
I I I I
( IN FEET )
I inch = 40 ft.
160
(5)2x4x16" BATTENS COVERED
WITH 5 LAYERS OF BURLAP AND
SECURED WITH 3/4" HIGH CARBON
STEEL BANDS TO HOLD BATTENS
IN PLACE DURING PLANTING AND
GUARANTEE PERIOD.
NAIL WOOD BRACES TO BATTENS.
(3)2x4 WOOD BRACES STANDARD
8' LENGTH OR OTHER LENGTH AS
DIRECTED BY THE LANDSCAPE ARCHITECT.
3" MULCH RING
FERTILIZE WITH OSMOCOTE
AS PER MFG RECOMMENDATIONS
12-12-12, 6 MONTH FORMULA
2x4x24" STAKE PAD
BURIED 3" BELOW GRADE
FILL AROUND BALL
WITH SAND
PALM PLANTING DETAIL
N.T.S.
1/2" DIA RUBBER HOSE W/
DOUBLE STRAND OF 12 GA.
GALV WIRE AND MINIMUM
3 GUYS PER TREE.
.WHITE FLAGS ON EACH WIRE
SET TOP OF ROOTBALL FLUSH WITH
SURROUNDING GRADE WHEN SETTLED.
NO TREE SHALL BE SET DEEPER THAN
THE GRADE IN WHICH IT WAS GROWN.
.48" DIA x 3" DEEP
MULCH RING
•TOP OF GRASS FLUSH
WITH TOP OF MULCH
FALL ALL TREES W/
DRGANITE OR
;IFORM TABLETS
:KFILL WITH CLEAN PLANTING
AND WATER THOROUGHLY
TIME OF PLANTING.
7F HOLE SHALL BE
MIN I wiuL DIA OF ROOTBALL
TYPICAL TREE PLANTING DETAIL
N.T.S.
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JOSEPH W. SCHULKE
FL REG. NO. 47048
_
❑ JODA" B. BITlE
-
FL REG. NO. X57396
❑WILLIAM'P. STODDARD
FL REG. NO. 57605
ATE: P( 1 7 75
SHEET
L`^ 1
PROJECT N0.
J
` 04-060
1*0
N 89'43'11" W 1329.18'
CU rD NORTH LUM OF THE SE 1/4
NO ID
DESCRIPTION
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BLOCK 339,, W
♦ SEBASTIAN HIGHLANDS UNIT 13
` PB 7, PG 82 t
NW CORER OF I I
` THE NE \ 1/4
/ ;
I
S 89'43'11" E 1329.31' 1 i
\ !`� IR/CAP FD NORTH LINE OF THE NE 1/4 H CM FD� INE CORNER OF
\ . PLS #2391 IA NO ID THE 1
a
' 4 /
UNPLATTED m
\ \ oQ t
C9 ,
,�`�, •IR/CAP SET I
`� \ �•PLS #5243 x t
WITNESS-0
ITNESS
T OF SOUTHEAST 1 4 OF NORTHEAST 1/4 OF SECTION 26, �s� A '
THAT FAR / '
LYING NORTH AND EAST OF FOLLOW DESCRIBIED LANDS; BEING AN jg� °2rPER PLAT
EASEMENT AND RIGHT OF WAY 200 FEET IN WIDTH ACROSS SOUTHEAST i yg'
NUB= Pwe..itis A
�, SIR/CAF FD 18.404 ACRESt
1/4 OF NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON EACH �.�, PLS #2391 I
SRIBED BASE LINE AS IN OFFICAL RECORD BOOK
SIDE OF FOLLOW DE '
WING AT SOUTH EAST CORNER OF[ NORTHEAST 1/4feO�j. �� '
194, PAGE 415, BEGIN i mss\ �� 758,
OF AFORESAID SECTION 26, RUN NORTH 41042'15"*WEST 610 FEET, i M/CAP FM
o , „73042#05#p `� i gZ j;To ` N PIS 2391 t
THENCE NORTH 53 52 05 WEST 600 FEET, THENCE NORTH j 310�s
WEST 377.52 FEET, THENCE N 53050'05" WEST 92.13 FEET TO A POINT
_ t
3 7 FEET SOUTH OF NORTHWEST CORNER OF �` Jr ��'����� _~
ON WEST BOUNDARY AND 4 'I y
ORESAID SOUTHEAST 1 4 OF NORTHEAST 1/4 OF SECTION 26 PER
AF /
CITY OF SEBASTIAN ORDINANCE 92-06., NOW LYING IN INDIAN RIVER
COUNTY, FLORIDA.
SURVEYOR'S NOTES
1. BEARINGS ARE AS SHOWN, HOLDING A BEAMING OF
S 89'43'11" E ALONG THE NORTH LINE OF THE NE 1/4.
ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO.
2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND
EXISTING MONUMENTATION. .
3. THERE HAS BEEN NO SEARCH OF THE PUBLIC RECORDS
BY THIS FIRM.
4.
FIELD WORK
COMPLETED
ON JULY 12, 2004.
5.
rnr, ARE
NO VISIBLE
ENCROACHMENTS, EXCEPT AS SHOWN.
6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS
SHOWN ON F.E.M.A. MAP NO. 12061CO089 E, DATED 5/4/89.
7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF
RESIDENTIAL SURVEYS.
8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL
DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH
CORNER 87TH ST. AND C.R. 510, 45't SOUTH OF CENTERLINE
87TH AND 50'f WEST OF CENTERLINE C.R. 510, EL= 21.435.
SITE BENCHMARK IS AS SHOWN.
7 iz o
DAVID M. TA .iYLOR` DATE
PROFESSIONAL LAND SURVEYOR
STATE OF FLORIDA REGISTRATION # 5243
THIS SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR
0
.
t 0 . . OW ,
BM
BENCH MARK
(C)
CALCULATED
CBS
CONCRETE BLOCK STRUCTURE
CL
CENTERLINE
CB
CATCH BASIN
CONC
CONCRETE
ESMT
EASEMENT
EL
ELEVATION
EB
ELECTRIC BOX
FEMA
FEDERAL EMERGENCY MANAGEMENT ASSC.
FH
FIRE HYDRANT
FD
FOUND
ID
IDENTIFICATION
IP
3/4" IRON PIPE UNLESS NOTED
IR
5/8" IRON ROD UNLESS NOTED OTHERWISE
FF
a uv zzi FLOOR
FH
FIRE HYDRANT
GT
GAS TANK
LP
LIGHT POST
GUY
GUY ANCHOR
IRS
IR WITH CAP SET, PLS #5243
PLS/RLS
SURVEYOR'S NUMBER
NGVD
NATIONAL GEODETIC VERTICAL DATUM
OHW
OVERHEAD WIRES
ORB
OFFICIAL RECORD BOOK
PB
PLAT BOOK
PLT
PLANTER
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVE
PCP
PERMANENT CONTROL POINT
PP
POWER POLE
PT
POINT OF TANGENCY
WM
WATER METER
SMH
SEWER MANHOLE
TSP
TRAFFIC SIGNAL POLE
RS
REGULATORY SIGN
TMH
TELEPHONE MANHOLE
TJB
TELEPHONE JUNCTION BOX
CMP
CORRUGATED METAL PIPE
WV
WATER VALVE
SV
SEWER VALVE
i
DMH
SCO
DRAINAGE MANHOLE
SEWER CLEANOUT
� GEND
PE
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VALVEi
®
ELECTRIC BOX j
\o
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tY
FIRE HYDRANT i
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GUY ANCHOR
®
TELEPHONE BOX i
-o-
POWER POLE
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Fo�
WATER METER
k
LIGHT POLE
Q
TELEPHONE MANHOLE
Q
SEWER MANHOLE
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WELL
TREE (UNKNOWN SPECIES)
SHRUB
OAK TREE (SIZE NOTED)
CYPRESS TREE
MAPLE TREE
PINE TREE
"'ZOO 211
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SEBASTIAN HIGHLANDS UNIT 11
'�•• o \ s �' p PB 7, PG 56
• co
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_------ --- --- --- _.__.__---.--.--.--._—.--.—_._S 89'55'36" W 1327.46'.— --- --- --- --- --- _.__.__.__.--..._.__
SOUTH LINE OF THE NE 1/4
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t I UNIT II
/CAP Fm 30' DRAINAGE R/W
PLS #2391 I
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SOUTHEAST CORNER OF
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v , SECTION 26-31-38 POINT
OF BEGINNING CENTERLINE
x� ! OF EASEMENT & RIGHT OF WAY
BOUNDARY/TOPOGRAPHIC SURVEY
CERTIFIED TO:
WAYNE KOZLOWSKI
SCHUL, BITTLE & STODDARD, L.L.C.
REVISIONS
1.ADDED TREES
& WETLANDS
N 7/12/04
0
U
D
Z
t7 -
O
cn
z
0
cnw
w
0
a
a
CO
4k
DRAWN
CCB
CHEOW
DINT
DATE
05/11/04
tK;ALk
1`=100'
04-1124
o -EM
I
OF SH
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REVISIONS BY
' 80h 0'
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•
\+ ` BLOCK 339,
\ SEBASTIAN HIGHLANDS UNIT 13 ao.+or aw i
i \ CORER OF PB 7, PG 82
\ NW ( ,
THE NE 1/4 I ,
N 89'43'11" W 1329.18'
\�w_......ww._.www.,...ww._.,.www..._,.w S 89'43'11" E 1329.31' I
O FD ID NORTH LINE OF THE SE 1/4 • �►,*,\1,IR/CPLS 39 W NORTH LINE OF THE NE 1/4 CM FZ? I y
z NO ID NE CORNER OF y
UNPLATTED m a THE NE 1/422
"
\ a o � a
-
`\ \ �x fx i .ADDED TREES
DESCRIPTION '`� ,,�\ \ .. ID/CAP SET � &WETLANDS CCB
WITNESS
PLS #5243 d
'\ z 7/12/04 J
THAT PART OF SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26, \�. ,� �
LYING NORTH AND EAST OF FOLLOW DESCRIBIED LANDS; BEING AN S �., '� co I Jg� 02I*
T `� I y�• ,�. o � 4o R/1I
EASEMENT AND RIGHT OF WAY 200 FEET IN WIDTH ACROSS SOUTHEAST \, I /CAP svw= pme "i t PER PLAT
IRFD
1/4 OF NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON EACH \�, i PLS #2391 18.404 ACREst ,
SIDE OF FOLLOW DESRIBED BASE LINE AS IN OFFICAL RECORD BOOK �\ �, �'sAr r o
194, PAGE 415, BEGINNING AT SOUTH EAST CORNER OF[ NORTHEAST 1/4
OF AFORESAID SECTION 26, RUN NORTH 41042'15" WEST 610 FEET,/CAP
FD
THENCE NORTH 53°52'05" WEST 600 FEET, THENCE NORTH 73042'05" ��, '�?r�°os - , ` y� PLS 2391 '
WEST 377.52 FEET, THENCE N 53°50'05" WEST 92.13 FEET TO A POINT I ��� �' x y�'?'zi� o
ON WEST BOUNDARY AND 347 FEET SOUTH OF NORTHWEST CORNER OF \` �4,�'os ws?'`,�'�� o '
AFORESAID SOUTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 26 PER
CITY OF SEBASTIAN ORDINANCE 92--06., NOW LYING IN INDIAN RIVER
COUNTY, FLORIDA.
SURVEYOR'S NOTES
1. BEARINGS ARE AS SHOWN, HOLDING A BEARING OF
S 89'43'11" E ALONG THE NORTH LINE OF THE NE 1/4.
ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO.
2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND
EXISTING MONUMENTATION.
3. aximit ; HAS BEEN NO SEARCH OF THE PUBLIC RECORDS
BY THIS FIRM.
4. FIELD WORK COMPLETED ON JULY 12. 2004.
5. i nx mz ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN.
6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS
SHOWN ON F.E.M.A. MAP NO. 12061CO089 E. DATED 5/4/89.
7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF
RESIDENTIAL SURVEYS.
8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL
DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH
CORNER 87TH ST. AND C.R. 510, 45't SOUTH OF CENTERLINE
87TH AND 50't WEST OF CENTERLINE C.R. 510, EL= 21.435.
SITE BENCHMARK IS AS SHOWN.
,7 �Zo
DAVM- M. TAYLOR,"i DATE
PROFESSIONAL LAND SURVEYOR
STATE OF FLORIDA REGISTRATION # 5243
THIS SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED PROFESSIONAL LAND SURVEYOR
ABBREVIATIONS
BM
BENCH MARK
(C)
CALCULATED
CBS
CONCRETE BLOCK STRUCTURE
CL
CENTERLINE
CB
CATCH BASIN
CONC
CONCRETE
ESMT
EASEMENT
EL
ELEVATION
EB
ELECTRIC BOX
FEMA
FEDERAL EMERGENCY MANAGEMENT ASSC.
FH
FIRE HYDRANT
FD
FOUND
ID
IDENTIFICATION
IP
3/4" IRON PIPE UNLESS NOTED OTHERWISE
IR
5/8" IRON ROD UNLESS NOTED 0�
FF
xuiuton FLOOR
FH
FIRE HYDRANT
GT
GAS TANK
LP
LIGHT POST
GUY
GUY ANCHOR
IRS
IR WITH CAP SET, PLS #5243
PLS/RLS
SURVEYOR'S NUMBER
NGVD
NATIONAL GEODETIC VERTICAL DATUM
OHW
OVERHEAD WIRES
ORB
OFFICIAL RECORD BOOK
PB
PLAT BOOK
PLT
PLANTER
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVE
PCP
PERMANENT CONTROL POINT
PP
POWER POLE
PT
POINT OF TANGENCY
WM
WATER METER
SMH
SEWER MANHOLE
TSP
TRAFFIC SIGNAL POLE
RS
REGULATORY SIGN
TMH
TELEPHONE MANHOLE
TJB
TELEPHONE JUNCTION BOX
CMP
CORRUGATED METAL PIPE
WV
WATER VALVE
SV
SEWER VALVE
DMH
DRAINAGE MANHOLE
SCO
SEWER CLEANOUT LEGEND
PE
POOL EQUIPMENT PAD
><
VALVE
M
ELECTRIC BOX
OO
DRAINAGE MANHOLE
`Q
FIRE HYDRANT
�--
GUY ANCHOR
®
TELEPHONE BOX
-o-
POWER POLE
CURB INLET
-a-
TRAFFIC SIGN
F
WATER METER
k
LIGHT POLE
Q
TELEPHONE MANHOLE
(S)
SEWER MANHOLE
®
WELL
TREE (UNKNOWN SPECIES)
SHRUB
OAK TREE (SIZE NOTED)
0
CYPRESS TREE
MAPLE TREE
PINE TREE
00 C$2
co
SEBASTIAN HIGHLANDS UNIT 11
PB 7, PG 58
J¢ J41co
`%0 s��s.2. Ave O• C
rn
% 00.
LS #239114
I
UNPLATTED
NOT INCLUDED
%
- SW CORNER OF THE
NE 1/4 SECTION 28-31-38
CM FD
l�fpo NO ID
00 s.
%
I
- --- -._-_ --- --- --- --- ------ --- --- ---- ._S 89.55'38" W 1327.48'._-._-.-_.__ ---- --- ------ -.__._ —--- --- -.-
SOUTH LINE OF THE NE 1/4 1
�w■rwww�wwwsawww�.ww wwwwww+mww NT FD
- — - -CONCHA DRIVE — — ----*NO ID
I�www.wwlwww7www..-ww w�www,ww
c , BLOCK 384 ; ; SEBASTIAN HIGHLANDS
iI UNIT II
PLS #2391 30' DRAINAGE R/W
, PLS #
i
=CAM WATERWAY
CidFD wwww.. ..,...ww-..wwww.sw.wwwa,.rwww..
NO ID
SOUTHEAST CORNER OF
THE NORTHEAST 1/4 OF
v , SECTION 28-31-38 POINT
OF BEGINNING CENTERLINE
7�. I OF EASEMENT & RIGHT OF WAY
U
BOUNDARY/TOPOGRAPHIC SURVEY
CERTIFIED TO:
WAYNE KOZLOWSKI
SCHU, BITTLE & STODDARD, L.L.C.
I
OF
CCSB
DIST
DATE
05/11/04
WALk
1"=100'
JOB NO.
04-1124
r
\ f�
♦ ww�w.wwvw�r+awww..�w�wwww�www _
AA
A AV
♦` � ♦ + Yry
` \ I
♦ \ i
\ � i
♦ I
♦
♦ I
I
♦ I
ABBREVIATIONS
BM BENCH MARK
(C) CALCULATED
CBS CONCRETE BLOCK STRUCTURE
CL CENTERLINE
CB CATCH BASIN f
CONC CONCRETE
ESMT
EL E�LEVAN
EB ELECTRIC BOX
FEMA FEDERAL EMERGENCY MANAGEMENT ASSC.
FII FIRE HYDRANT
FD FOUND
ID IDENTIFICATION
IP 3/4" IRON PIPE UNLESS NOTED v & A" 00 a
IR 5/8" IRON ROD UNLESS NOTED
FF jounan FLOOR
FH FIRE HYDRANT
GT GAS TANK
LP LIGHT POST
GUY GUY ANCHOR
IRS IR WITH CAP SET, PLS #5243
PLS/RLS SURVEYOR'S NUMBER
NGVD NATIONAL GEODETIC VERTICAL DATUM
OHW OVERHEAD WIRES
ORB OFFICIAL RECORD BOOK
PB PLAT BOOK
PLT PLANTER
PC POINT OF CURVATURE
PCC POINT OF COMPOUND CURVE
PCP PERMANENT CONTROL POINT
PP POWER POLE
PT POINT OF TANGENCY
s SLIM "LE LEGEND
TSP TRAFFIC SIGNAL POLE
RS REGULATORY SIGN Doa VALVE
TMH TELEPHONE MANHOLE
TJB TELEPHONE JUNCTION BOX ® ELECTRIC BOX
CMP CORRUGATED METAL PIPE Qo DRAINAGE MANHOLE
WV RATER VALVE FIRE HYDRANT
SV SEWER VALVE F--- GUY ANCHOR I
DMH DRAINAGE MANHOLE ,a TELEPHONE BOX
SCO SEW F1t CLEANOUT —o-- POWER POLE
PE POOL EQUIPMENT PAD CURB
-II- TRAFFIC
SI SIGN
0 WATER METER
k LIGHT POLE I
O TELEPHONE MANHOLE
Q SEWER MANHOLE I
WELL
TREE (UNKNOWN SPECIES)
SHRUB
OAK TREE (SIZE NOTED)
0 CYPRESS TREE
MAPLE TREE I
PINE TREE
r
i
I
24" CMP
N.INV=7,50'
S.INV=7.04'
•sl
10
4
+4�
V� V
+ `J
1
•p�
0
1
REVISIONS BY
i
36" PIPE
S,INV=11.93'
+1+�4 DITCH (bV+ 0� DITCH
6��✓'4" Pl- 04„ 4" „ �)4"
08" 4» x 04 R4 4.
`�08„„
R06 A �f� tib �O� Z II 4 04” '
CO
4
EE--+ 0 L"� { » 00 �
4 06" 4 " �, E� i.ADDED TREES
O4" 04" 06" At--
& WETLANDS CCH
0°4„ 404„6„
10 6-006- 04" 4'0
°
ti
6„ 04" 6" +."06" + 6'0
to
4 40 60
t;l 4 0n,.
" `
Vi. fV„ 04„ 14LL 6» 06” 4" 04"
» 04
"
60 04"-
� V�
°
06" 4 11, 4„ 4„
�•4" 012" PppW�+utiai 4"��
6 p
"4"
4„ CITRUS GROVE 4¢
•
,sem0/CQ
:6 4" p 0 �
CQ�
v / �
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4 010"
04- P4
4 04 +6 �6y +tih �4 � 6 lb W
J "
V + p
04» 04" w^
6„ ^ ri
"0 X44 + tiy6� +�66ik tiro ti'tiDc 6� F� cQ
� +.tiro + ti6 >
+Cy4., 04" 4,.
04" P4
+� 0 06 V / O
\ a 4 �J
o �
'a6 ^,Dcp t``'4�`�' D4" Fes/
+
0 24" 0 6 4 l:,'4
\ ov� � sti
o Np y 8 t:`' ° 4" 6„
'9��a 24" ,0 1a 6" W
\ zq -1�ds 4 6"°� 4,yKyy,6" 0 04„ v`
Lit X14" �p z z
0
41-4 Ll ril
v `
SURVEYOR'S NOTES
1. BEARINGS ARE AS SHOWN, HOLDING A BEARING OF
S 89'43'11" E ALONG THE NORTH LINE OF THE NE 1/4.
ALL OTHER BEARINGS SHOWN ARE RELATIVE THERETO,
2. SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND
EXISTING MONUMENTATION.
3. l nw%b HAS BEEN NO SEARCH OF THE PUBLIC RECORDS
BY THIS FIRM.
4. FIELD WORK COMPLETED ON JULY 12, 2004.
5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN.
6. THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS
SHOWN ON F.E.M.A. MAP NO. 12061CO089 E, DATED 5/4/89.
7. THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF
RESIDENTIAL SURVEYS.
8. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL
DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH
CORNER 87TH ST. AND C.R. 510, 45'f SOUTH OF CENTERLINE
87TH AND 50'f WEST OF CENTERLINE C.R. 510, EL= 21.435.
SITE BENCHMARK IS AS SHOWN.
004' ":-1 0o'-, N
♦
♦
♦
BOUNDARY,/TOPOGRAPHIC SURVEY
CERTIFIED TO:
WAYNE KOZLOWSKI
SCHULKE, BITTLE & STODDARD, L.L.C.
06'
U)
�,ti000`�' �4„ 4 W
Q wto
6" 0-1It. �6`� 04„ 4„0 4„ 0
+ �� 4 a w CO
y� 4� +�� W
lb 61, <
6 i 4� 4° E �'�' E -i w
cx
o� 08” E--4 U
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4
„ 04 cq pfd
00
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\ 14
10
DRAWN 1
i CCB
.41 lb CHECKED
\ 4� 10 "
DMT -
` DATE
20' 05/11/04
tt:ALt
�� • E 1n=60'
1JOB NO.
0'8" �„ 04-1124
SHE;kl'
0� 12
20"
2
t
OF
3
SHEETS
t
a =
•- � N +r
= J�
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aa4117
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r jst"'oo
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rn a6
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to
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9
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U > II U 'II > cS O 6 c?O Z cn
R cot U�ZZ } rR La
z C/a E
z su �y
J
F�
S�
AC 1F,'2R cl, rn
i � a
R Z
4.0 `^!
rs�rF+ rF rz� .1r
M �s
61
_
+16?
!
MATCH w/ I'llml'1' 8
ass _ +Jr
�yN W IP
+S DITCH ENDS
� r �
ya
b r� rsO�JAS ��g JF rJg6's� y
+ SO -i(ov
12" CMP 12" CMP
N.INV=13.72' N.INV=13.48'
S.INV=13.60' S.INV=14,02'
til a' + . • 6' +r5 '�' °' '?
° ccerg G SITE BENCHMARK
= TOP CM= 17.47'
°
CDao = 3UB.,,r v a w i ad�rlua ,i rn� ,
,A cry sy o x + 68"X32" _
O
CULVERT ?
'�JA's E.INV=12.48' °
Js JS W.INV=12.49'
f56 ASPHALT ROAD `
y
�se�LACONL 3e%yo
12" CMP 12" CMP 12" CMP 12" CMP
N.INV=14.32' N.INV=15.00' N.INV=15.10' N.INV=15.35'
S.INV=14.26' S.INV=14.35' S.INV=15.10' S.INV=15.25'
SEBASTIAN HIGHLANDS UNIT 11
PB 7, PG 56
ABBREVIATIONS
r�
rr
40' DRAINAGE R/W
0
PATCH 11/ 9HEBT 2
{ Jas 16" CMP
r� Jy N.INV=15.51'
S.INV=15.69'
/ .0
r0
J� ry rB dS r� egB
-16 re r� rd
S ?o yI '*u
6.1
s y
r
i 16" CMP re�0 v'F
N.INV=15.59'
aG S.INV=15.5616" CMP
N.INV=15.66'
*r S.INV=15.92'
1y
y
LEGEND
BM
BENCH MARK
®
ELECTRIC BOX
(C)
CALCULATED
'0
FIRE HYDRANT
CBS
CONCRETE BLOCK STRUCTURE
®
TELEPHONE BOX
CL
CENTERLINE
SURVEYOR'S NOTES
CB
CONC
CO CATCH BASIN
CONCRETE
F21
WATER DIETER
ESMT
EASEMENT
1.
BEARINGS ARE AS SHOWN. HOLDING A BEARING OF
EL
ELEVATION
(2)
S 89.43'11" E ALONG THE NORTH LINE OF THE NE 1/4.
EB
FEMA
ELECTRIC BOX
FEDERAL EMERGENCY MANAGEMENT ASSC.
ALL � - BEARINGS SHOWN ARE RELATIVE THERETO.
FH
FIRE HYDRANT
tr i r'ng,JS TREE
FD
FOUND
2.
SURVEY DATA REFERS TO THE RECORD DEEDS, PLATS AND
ID
IDENTIFICATION
EXISTING MONUMENTATION.
IP
3/4" IRON PIPE UNLESS NOTED OTHERWISE
IR
5/8" IRON ROD UNLESS NOTED OTHERWISE
3.
irsztc& HAS BEEN NO SEARCH OF THE PUBLIC RECORDS
FF
FINISH FLOOR
BY THIS FIRM.
FH
FIRE HYDRANT
GT
GAS TANK
4.
FIELD WORK COMPLETED ON JULY 12, 2004.
LP
LIGHT POST
GUY
GUY ANCHOR
5.
THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN.
IRS
IR WITH CAP SET, PLS #5243
PLS/RLS
SURVEYOR'S NUMBER
6.
THE SURVEYED PROPERTY LIES IN FLOOD ZONE X, AS
NGVD
NATIONAL GEODETIC VERTICAL DATUM
SHOWN ON F.E.M.A. MAP NO. 12061 CO089 E, DATED 5/4/89.
OHW
OVERHEAD WIRES
ORB
OFFICIAL RECORD BOOK
7.
THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF
PB
PLT
PLAT BOOK
PLANTER
RESIDENTIAL SURVEYS.
PC
POINT OF CURVATURE
PCC
POINT COMPOUND CURVE
8.
ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL
PCP
NT CONTROL POINT
PERMANENT
DATUM, THE PRIMARY BENCHMARK IS RAIL ROAD SPIKE IN NORTH
PP
POWER POLE
CORNER 87TH ST. AND C.R. 510, 45't SOUTH OF CENTERLINE
PT
POINT OF TANGENCY
87TH AND 50't WEST OF CENTERLINE C.R. 510, EL= 21.435.
WM
WATER ME'T'ER
SITE BENCHMARK IS AS SHOWN.
SMH
SEWER MANHOLE
TSP
TRAFFIC SIGNAL POLE
RS
REGULATORY SIGN
TMH
TELEPHONE MANHOLE
TJB
TELEPHONE JUNCTION BOX
CMP
CORRUGATED METAL PIPE
WV
WATER VALVE
SV
SEWER VALVE
DMH
DRAINAGE MANHOLE
SCO
SEWER CLEANOUT
PE
POOL EQUIPMENT PAD
r�
rr
40' DRAINAGE R/W
0
PATCH 11/ 9HEBT 2
{ Jas 16" CMP
r� Jy N.INV=15.51'
S.INV=15.69'
/ .0
r0
J� ry rB dS r� egB
-16 re r� rd
S ?o yI '*u
6.1
s y
r
i 16" CMP re�0 v'F
N.INV=15.59'
aG S.INV=15.5616" CMP
N.INV=15.66'
*r S.INV=15.92'
1y
y
BOUNDARY/TOPOGRAPHIC SURVEY
CERTIFIED T0:
WAYNE KOZLOWSKI
SCHULKE, BITTLE & STODDARD, L.L.C.
A REVISIONS BY
J •
i .ADDED TREES
& WETLANDS CCB
\ 7/I,L
J
0
3
J ` OF
�crj
CQ O
I '
'm'^
Y ♦ Lo
I I
w
CQ
`+i %ago*'
x
-.lp
DRAM 1
CCB
CHECKED
DMT
DATE
05/11/04
tK:ALt
1"=60'
JOB NO.
04-1124
IA f
LEGEND
VALVE
®
ELECTRIC BOX
0
DRAINAGE MANHOLE
'0
FIRE HYDRANT
F—
GUY ANCHOR
®
TELEPHONE BOX
-o—
r vl to Aat POLE
CURB INLET
-a-
TRAFFIC SIGN
F21
WATER DIETER
k
LIGHT POLE
0
TELEPHONE MANHOLE
Q
SEWER MANHOLE
(2)
WELL
TREE (UNKNOWN SPECIES)
SHRUB
OAK TREE (SIZE NOTED)
tr i r'ng,JS TREE
MAPLE TREE
PINE TREE
BOUNDARY/TOPOGRAPHIC SURVEY
CERTIFIED T0:
WAYNE KOZLOWSKI
SCHULKE, BITTLE & STODDARD, L.L.C.
A REVISIONS BY
J •
i .ADDED TREES
& WETLANDS CCB
\ 7/I,L
J
0
3
J ` OF
�crj
CQ O
I '
'm'^
Y ♦ Lo
I I
w
CQ
`+i %ago*'
x
-.lp
DRAM 1
CCB
CHECKED
DMT
DATE
05/11/04
tK:ALt
1"=60'
JOB NO.
04-1124
IA f
LEo1C
LOCATION MAP
, t- t
ii
RESIDENTIAL SUBDIVISION
PRELIMINARY PLAT
SECTION 26, TOWNSHIP 31 S, RANGE 38 E
INDIAN RIVER COUNTY, FLORIDA
SHEET
1
2
3
4
5
6
7
8
L-1
DRAWING INDEX
DESCRIPTION
COVER SHEET
EXISTING CONDITIONS
PRELIMINARY PLAT
PRELIMINARY PAVING, GRADING AND UTILITIES PLAN
PRELIMINARY OFFSITE FORCEMAIN EXTENSION
MISCELLANEOUS DETAILS
TYPICAL SECTIONS
SEDIMENT & EROSION CONTROL NOTES & DETAILS
LANDSCAPE PLAN
SURVEY ATTACHED
AERIAL ATTACHED
LEGAL DESCRIPTION
THAT PART OF SOUTHEAST 1/4 OF NORTHEAST 1/4 OF
SECTION 26, LYING NORTH AND EAST OF FOLLOW
DESCRIBED LANDS; BEING AN EASEMENT AND RIGHT OF
WAY 200 FEET IN WIDTH ACROSS SOUTHEAST 1/4 OF
NORTHEAST 1/4 OF SECTION 26, BEING 100 FEET ON
EACH SIDE OF FOLLOW DESCRIBED BASE LINE AS IN
OFFICIAL RECORD BOOK 194, PAGE 415, BEGINNING AT
SOUTH EAST CORNER OF NORTHEAST 1/4 OF AFORESAID
SECTION 26, RUN NORTH 41'42915" WEST 610 FEET,
THENCE NORTH 53'52'05" WEST 600 FEET, THENCE
NORTH 73'42'05" WEST 377.52 FEET, THENCE N
53'50'05" WEST 92.13 FEET TO A POINT ON WEST
BOUNDARY AND 347 FEET SOUTH OF NORTHWEST
CORNER OF AFORESAID SOUTHEAST 1/4 OF NORTHEAST
1/4 OF SECTION 26 PER CITY OF SEBASTIAN ORDINANCE
92-06.9 NOW LYING IN INDIAN RIVER COUNTY, FLORIDA. -
OWNER:
WAYNE KOZLOWSKI
PUBLIC UTILITIES
75 MERRILL COURT
- MINIMUM LOT SIZE:
BRISTOL, CT. 03010
- MINIMUM LOT WIDTH:
(860) 302-8645
APPLICANT:
SCHULKE, BITTLE AND STODDARD, L.L.C.
- MINIMUM YARD SETBACKS:
1717 INDIAN RIVER DRIVE; SUITE 301
- FRONT:
VERO BEACH, FL 32960
- SIDE:
(772) 770-9622
ENGINEER:
SCHULKE, BITTLE AND STODDARD, L.L.C.
SITE AREAS/USES TABLE:
1717 INDIAN RIVER DRIVE; SUITE 301
AREAS
VERO BEACH, FL 32960
GROSS AREA:
(772) 770-9622
SITE ADDRESS:
18 AC. LOCATED ON THE WEST SIDE OF LACONIA STREET,
NET DEVELOPED AREA:
SOUTH OF GLADIOLA AVENUE
PROJECT LOCATION: SECTION 26, TOWNSHIP 31 S, RANGE 38 E
STATEMENT OF USE: STANDARD RESIDENTIAL RS -10 SUBDIVISION (38 LOTS)
TAX I.D. NO'S: 31-38-26-00000-1000-00003.1
PROPOSED MAINTENANCE ENTITY: PROPERTY OWNERS ASSOCIATION
DEDICATION OF IMPROVEMENTS: PRIVATE ROAD/ RIGHT-OF-WAY,
PUBLIC UTILITIES
MEANS OF CONVEYANCE OF OWNERSHIP: FEE SIMPLE
- MINIMUM LOT SIZE:
GROSS AREA: 18.40 AC
- MINIMUM LOT WIDTH:
EXISTING LAND -USE: LOW DENSITY RESIDENTIAL
- MINIMUM LOT FRONTAGE:
ZONING: R-10 (SINGLE FAMILY RESIDENTIAL 10,000 SF)
- MINIMUM YARD SETBACKS:
TOTAL NUMBER OF RESIDENTIAL LOTS 38 LOTS
- FRONT:
CONSTRUCTION SCHEDULE:
- SIDE:
DATE OF COMMENCEMENT DATE OF COMPLETION
9/05
9/07
SITE AREAS/USES TABLE:
BLDG (SF)
AREAS
TOTALS
GROSS AREA:
18.40 AC
R/W DEDICATION
1.05 AC.
NET DEVELOPED AREA:
17.35 AC
DWELLING UNITS:
38 UNITS
DENSITY:
2.07
LOT AREA:
9.31 AC
ON-SITE RIGHT-OF-WAY:
2.20 AC
STORMWATER MANAGEMENT AREA (ON-SITE):
2.87 AC
RECREATION TRACT AREA:
0.21 AC
EMERGENCY ACCESS TRACT:
0.06 AC
CONSERVATION AREA:
2.70 AC
DEVELOPMENT PARAMETER/
ZONING
WAIVERS:
RS -10 (COS)
- MINIMUM LOT SIZE:
10,000 sf
- MINIMUM LOT WIDTH:
80 ft
- MINIMUM LOT FRONTAGE:
30 ft
- MINIMUM YARD SETBACKS:
- FRONT:
25 ft
- SIDE:
10 ft
- REAR:
20 ft
- POOLS / POOL ENCLOSURES:
BLDG (SF)
- FRONT:
20 ft
- SIDE:
10 ft.
- REAR:
10 ft
- PATIOS:
- FRONT:
5 ft
- SIDE:
5 ft
- REAR:
10 ft
- DECKS:
AREA
- FRONT:
5 ft
- SIDE:
5 ft
- REAR:
10 ft
- MAXIMUM BUILDING HEIGHT:
25 ft
- MAXIMUM LOT COVERAGE:
92
- BUILDINGS:
30%
- IMPERVIOUS AREA:
55%
- MINIMUM SEPARATION DISTANCES:
0.46
- BETWEEN RESIDENCES:
20 ft.
- MINIMUM OPEN SPACE:
2.41
- LOT:
50%
- PROJECT:
50%
- MINIMUM R/W WIDTH:
50'
SCHULKE, BI I I LE & STODDARD, L.L.C.
CIVIL do STRUCTURAL ENGINEERING •LAND PLANNING •ENVIRONMENTAL PERMITTING
CERTIFICATION OF AUTHORIZATION NO.: 00008668
1717 INDIAN RIVER BLVD., SUITE 301 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL sbseng@bellsouth.net
SITE DATA
EXISTING SITE CONDITIONS
A. ACCESSORY NON-RESIDENTIAL:
- PRESENT CONDITION: INACTIVE CITRUS GROVE
- FLOOD ZONE: MAP NO. 12061CO090 E; DATED 5/4/89
USE
ZONE X & AE (ELEV. 11)
- SOILS: SCS SOILS MAP
1. EAUGALLIE FINE SAND (#3)
2. RIVIERA FINE SAND, DEPRESSIONAL (#51)
- TOPOGRAPHY: VARIES 8t TO 181 AVERAGE ELEVATION IS 131
PROJECT LAND USE:
BLDG (SF)
- TRACT 'A' - PROPOSED DRAINAGE TRACT AREA 0.46 AC
- TRACT 'B' - PROPOSED DRAINAGE TRACT AREA 2.41 AC
1,500 TC 3,600 SF
- TRACT 'C' - PROPOSED RECREATION AREA 0.21 AC
- TRACT 'D' - EMERGENCY ACCESS 0.06 AC
- TRACT 'E' - WETLAND CONSERVATION 2.70 AC
- 38 SINGLE FAMILY LOTS
MAXIMUM DWELLING UNIT COMPUTATION: RS -10
A. GROSS AREA: (AC) 18.4 AC
AREA
B. TOTAL MAX. UNITS ALLOWED
WITHIN EFFECTIVE BASE
x 18.40 =
RESIDENTIAL AREA:
ZONING: DENSITY: E.B.R. A.
UNITS
RS -10 5/AC x 18.40
92
C. TOTAL DWELLING UNITS PROPOSED:
38
D. DENSITY PROPOSED: 38/18.40 =
2.07
SQUARE FOOTAGE GROSS FLOOR AREA BY USE:
A. ACCESSORY NON-RESIDENTIAL:
USE
BLDG (SF) LAND AREA (AC)
NOT APPLICABLE
B. RESIDENTIAL USE STANDARDS:
USE
BLDG (SF)
LAND AREA (SF)
1. SINGLE FAMILY (1 OR 2 STORY)
1,500 TC 3,600 SF
10,000 SF MIN.
OPEN SPACE AREAS:
A. REQUIRED:
ZONING OPEN SPACE
AREA
TOTAL
RS -10 50%
x 18.40 =
9.20 ac
TOTAL OPEN
B. PROPOSED:
TOTAL AREA.
% ALLOWED SPACE
AREA (AC)
- TRACT 'A'
0.46
30%
0.14
- TRACT 'B'
2.41
30%
0.72
- TRACT 'C' RECREATION:
0.21
100%
0.21
- TRACT 'D' EMERGENCY ACCESS: 0.06
100%
0.06
- TRACT 'E' WETLAND CONSERVATION 2.70
100%
2.70
- LOT AREA:
9.31
50%
4.66
- R/W AREA:
2.20
50%
1.10
- TOTAL PROPOSED AREAS
9.59
C. PERCENT PROPOSED OPEN SPACE FOR TOTAL SITE: 9.59 AC/ 17.35 AC = 55.3%
D. LITTORAL ZONE CALCULATIONS:
NO LITTORAL ZONE PROPOSED
FLOODPLAIN FILL COMPENSATION
TOTAL EXISTING FLOOD (ELEV. 11) VOLUME ONSITE = 8.35 ACFT
TOTAL PROPOSED FLOOD STORAGE VOLUME (AT ELEV. 11):
TRACT A = 1.95 ACFT
TRACT B = 3.81 ACFT
TRACT E = 3.41 ACFT
TOTAL PROPOSED STORAGE VOLUME = 9.17 ACFT
STORM ELEVATIONS:
TRACT A TRACT B
BASINIAN 5'
10 YR.:BASINBASIN
1MEDIAN
YR : 1 .56' 25D
41
25YRYR - : M
100 YR.: 11.74' 100 YR.: 13.48'
i
PARKING/TRAFFIC CIRCULATION:
- PARKING: ALL RESIDENTIAL DWELLING UNITS SHALL PROVIDE A
MINIMUM OF 2 PARKING SPACES WITHIN THE INDIVIDUAL
DWELLING UNIT DEVELOPMENT AREA.
ALL ACCESSORY COMMERCIAL AREAS SHALL PROVIDE PARKING IN
ACCORDANCE WITH SEC. 54-3-10.6 CITY OF SEBASTIAN
LAND DEVELOPMENT CODE
- TRAFFIC CIRCULATION: MINIMUM 50 FT WIDE DRIVE PRIVATE
ROAD RIGHTS-OF-WAY WITH MIN. 20 FT TWO WAY ROADWAYS SHALL
BE CONSTRUCTED SO THAT ALL DWELLING UNITS HAVE MIN. 30 FT
FRONTAGE ON SAID RIGHT-OF-WAY.
TRAFFIC:
THE SITE IS ESTIMATED TO GENERATE 343 ADT BASED ON
A RATE OF 9.03 ADT/LOT (ITE)
GENERAL NOTES:
1.) PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME IN
WRITING IN A FORM, ACCEPTABLE TO THE CITY
ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES,
AND OBLIGATIONS OF THE PRIOR DEVELOPER. FAILURE TO
GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION
OF PRIOR COMMITMENT VOIDS THE PRELIMINARY APPROVAL.
2.) PROPOSED MIN. FINISHED FLOOR ELEV. VARIES FROM 18.28' TO 11.75'
3.) STREETLIGHTS AND UNDERGROUND ELECTRIC WILL BE PROVIDED.
4.) ELECTRIC SERVICE WILL BE UNDERGROUND.
5.) I.R.C. UTILITIES WILL PROVIDE WATER AND SEWER UTILITY SERVICE
TO THE SITE.
6.) TURTLE CONSERVATION PLAN
A. RELOCATE TURTLES ON-SITE IF PERMITTED, AND ONLY IF NO
DEVELOPABLE LAND (LOTS) ARE LOST.
B. RELOCATE TURTLES OFF-SITE UNLESS DISEASED.
C. IF TURTLES HAVE RESPIRATORY DISEASE THEN A "TAKE" PERMIT
WILL BE OBTAINED AS LAST ALTERNATIVE.
PERMITS REQUIRED:
RED:
1. PRELIMINARY PLAT
2. I.R.C. UTILITY PERMIT
3. CITY OF SEBASTIAN RIGHT-OF-WAYLACONIA)
4. CITY OF SEBASTIAN LAND CLEARING/TREE REMOVAL
5. CITY OF SEBASTIAN CONCURRENCY
6. CITY OF SEBASTIAN TYPE 'A' FLOOD PROTECTION STORMWATER PERMIT
7. FINAL PLAT
8. S.J.R.W.M.D. STORMWATER PERMIT 44OC-4)
9. F.D.E.P. WATER CONNECTION PERMI
10. F.D.E.P. SEWER CONNECTION PERMIT
11. F.D.E.P. NOTICE OF INTENT
12. SRCWD STORMWATER
13. SRWCD ROW
14. SRWCD UTILITY
REVISED AREAS PER ADDITION OF 5 LOTS
\� O
16Tyla1 )DEVISED PER COS
Received a
AUG 2000
05
' � P&Z
Growth
__ _ /' / ENGINEER CERTIFI ATI
O'JOtEPH W.
❑ JODAH B.
❑ WILLIAM P.
5/02/05
8/15/05
DATE:AUS 17 n5
REG. No 47048
REG. No 57396
P.E. REG. No 57605
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IENGINEER
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EJOSEPH W. SCHUU(E
FL REG. NO. 47048
❑ JODAH B. BITTLE
57396
❑ LLIAM . S ODDARD
FL RE .yyNO. 605
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