HomeMy WebLinkAbout2003 - Site PlanSITE DATA CALCULATIONS PARKING CALCULATIONS
FND-5/B?RfC
DRAINAGE STRUCTURE SCHEDULE -rrauSTON
SITE DATA (EXISTING) PARKING DATA (EXISTING)
STRUCTURE TOP INVERT ELEVATIONS BOTTOM N SITE AREA = 86,345 SF = 1.98 Ac = 100.0% PARKING REQUIRED = RETAIL/RESTAURANT SPACE
NUMBER ELEV NORTH SOUTH EAST WEST ELEV DESCRIPTION BUILDING AREA = 5,700 SF = 0.13 Ac 6.6% RETAIL SPACE = 1-SPACE/200 SF(3,000 SF) = 15.0 SPACES
CONCRETE WALKS AREA = 1,590 SF = 0.04 Ac 1.8% RESTAURANT = 1 SPACE/100 SF(2,700 SF) = 27.0 SPACES
O 8.90 6.30 5.80 TYPE "C" CATCH BASIN PAVEMENT AREA = 19,810 SF = 0.45 Ac = 23.0%
TOTAL IMPERVIOUS AREA = 27,100 SF = 0.62 Ac = 31.4% TOTAL REQUIRED = 42.0 SPACES
2 7.50 6.00 5.50 TYPE "C" CATCH BASIN TOTAL OPEN AREA = 59,245 SF = 1.35 Ac = 68.6%
O RUBBLE UP INLET PARKING PROVIDED = 43 SPACES (33 STANDARD, 2 HANDICAPPED
O 8.90 6.30 6.30 5.80 TYPE "C" CATCH BASIN \ o SITE DATA (PROPOSED PHASE I) 6 COMPACT AND 2 PARALLEL, SPACES,'
4 TYPE ••C" CATCH BASIN 5.8%
PHASE I BUILDING AREA = 5,006 5F = 0.11 Ac =
7.50 6.00 5.50 PHASE BUBBLE UP INLET PARKING DATA (PROPOSED PHASE 1)
MODIFIED TYPE ••C•" CATCH BASIN
8.90 6.00 5.50 OFND-5/8"1R/C FOUND r/2' PHASE 1 CONCRETE AREA = 2,260 SF = 0.05 Ac = 2.6%
P )= 3,455 SF = 0.08 Ac 4.0% ts 4896" \ IRON PIPE PAVEMENT AREA (REMOVED = PARKING REQUIRED = RETAIL SPACE 5 CONTROL STRUCTURE (NO I.D.) = 1-SPACE/175 SF(5,006 SF) = 28.6 SPACES
PHASE I PAVEMENT AREA = 24,236 SF = 0.56 Ac = 28.1%
TOTAL PAVEMENT AREA = 20,781 SF = 0.48 Ac = 24.2% u TOTAL REQUIRED = 29.0 SPACES / TOTAL IMPERVIOUS AREA = 28,047 SF = 0.64 Ac = 32.6%
PARKING PROVIDED = 51 SPACES (39 STANDARD, 2 HANDICAPPED
6D SITE DATA (PROPOSED PHASE 11) AND 10 COMPACT SPACES)
PHASE II BUILDING AREA = 2,930 SF = 0.07 Ac = 3.4% PARKING DATA (PROPOSED PHASE II)
„LA"E ppC1 tI \ TOTAL IMPERVIOUS AREA = 2,930 SF = 0.07 Ac = 3.4%
PARKING REQUIRED = RETAIL SPACE
cot SITE DATA (OTAL) \\ = 1 SPACE/175 SF(2,930 SF) = 16.7 SPACES
FND.5/87R/C N SITE AREA _ 86,345 SF\ = 1.98 Ac = 100.0% TOTAL REQUIRED = 17.0 SPACES
�{ (ILLEGIBLE) // 1 O, EXISTING BUILDING AR� = 5,700 SF = 0.13 Ac = 6.6%
EG' "ac scr t � j O � PHASE I BUILDING AREA = 5,006 SF \ = 0.11 Ac = 5.8% PARKING PROVIDED = 51 SPACES (39 STANDARD, 2 HANDICAPPED
81500 SSR 1 0'54^ /860 �1 ppCT K + G \\ N- 9.30 -A \ -, PHASE
11 BUILDINGAREA�\ = 2,930 SF = 13,636 SF \ = 0.31 Ac = 15.8% AND 10 COMPACT SPACES)
NAR (2) 10'x10' CONCRETE PADS SET 0 �(P �h \ EXISTING CONCRETE AREA\ = 1,590 SF L 0.04 Ac = 1.8% ■
FOR DUMPSTERS W' 6' HIGH / IR/C Co \ \ PHASE I CONCRETE AREA \= 2,260 SF 0.05 Ac = 2.6% PARKING DATA {PROPOSED TOTAL)
WOOD FENCE 3 SIDES AND GATES j \ r \ \ TOTAL CONCRETE AREA 3,850 SF =\ 0.09 Ac = 4.4% PARKING REQUIRED
E / ' h O \ tv EXISTING PAVEMENT AREA 19,810 SF = K56
45 Ac = 23.0% EXISTING RETAIL = 1-SPACE/200 SF(3,000 SF) = 15.0 SPACES
S;Q PAVEMENT AREA (REMOVED) 3,455 SF 08 Ac 4.0% EXISTING RESTAURANT= 1 SPACE 100 SF(2,700 SF 27.0 SPACES
N oHw \ -A N PHASE I PAVEMENT AREA =\24,236 SF Ac - 28.1% PROPOSED RETAIL = 1-SPACE/175 SF(7936 SF)
5 / / \ \ �•+ TOTAL PAVEMENT AREA =1268
591 SF = 0. 3 Ac = 47.1%
/ ( ) = 45.3 SPACES
225�Ir c R \ \ \ 4)� � TOTAL OPEN AREEAA TOTAL IMPERVIOUS AREA _ SF = 0.6b Ac = 32.7% TOTAL REQUIRED = 88.0 SPACES
C pB% \ N \ 9 5 ® 10 \ \ ARKING PROVIDED = 90 SPACES (70 STANDARD, 4 HANDICAPPED
6 23 I% Z�s 6� ``'- 0 q N sr \ 2 \ \ \ AND 16 COMPACT SPACES)
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5' EASEMENT SHOWN ON
= / " \ \ PLAT BOOK 1, PG. 23,
F.F.E. 9.78
\ ^o r �bl \ \ \ C IRC PUBLIC RECORDS
5
REGRADE EXISTINGSWALE TO �� 9.20 ® \ 7.5
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PROVIDE TOP OF BANK = 9.10 \ 90 1. SET
AND BOTTOM OF BANK = 7.00' 0 \ �9 T£R!R/C m'� wPP \ 9�1 \ rR/c
Z\ SET 4' - - - - �, .-:- - '-''hq - - - - \ . -- - - - - - \_\ \ v _ _ N90'00'00"E
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Le end • \ r- , , A p THOUS ON �C 0.33'S., 1.33'E.
\ \ FOR DUMPSTERS RETE PADS HIGH 0\ BEARING BASIS FOR THIS � 1.07'S.,D.40'E
GA = GUY ANCHOR \ - " FEN(;t � srDES swu uATLs SlIRVEY�SSUMED-DATUM,L-
OHW = OVERHEAD WIRES \ J'r, FLOOD ZONE X \ N •��
= MEASURED UNSHADED INV EL .= 5.60
M �
\ � (UNSHADED) \ o APPROXIMATE F. D. 0. T. DRAINAGE CANAL 6
P PLAT � r'- - - - g
C = CALCULATED \\ rn NO, \ APPROXIMATE FLOOD ZONE
D = DEED DESCRIPTION <" V� -ALINE AS SCALED FROM F.I.R.M.
L' \
NGVD '29=NATIONAL GEODETIC VERTICAL :IVE AS'"><.=nA� FL89B-ZONE
-NE AS SCALED FROM F.I.R.M.
RID.5/8'1R/C
IRLS 3909'
351.72'
N90'00'00"E
GRAPHIC SCALE PAVING AND DRAINAGE SITE PLAN
20 0 10 20 40 80 1" - 20' 0"
( IN FEET )
1 inch = 20 ft.
PRM -4298
COMMERCIAL O
BUILDING HEIGHT
BUILDING HEIGHT = 12'
CONSTRUCTION SCHEDULE
START CONSTRUCTION OCTOBER 2003
END CONSTRUCTION MARCH 2004
PERMITS REQUIRED
( CITY OF SEBASTIAN SITE PLAN APPROVAL
CITY OF SEBASTV'N TREE REMOVAL PERMIT
INDIAN RIVER COUNTY UTILITY PERMIT
F.D.E.P. WASTEWATER CONNECTION PERMIT
S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT 1 1
F.D.O.T. DRAINAGE CONNECTION PERMIT V
FLOOD ZONE
THE SUBJECT PROPERTY IS LOCATED 1N FLOOD ZONE 'X'
PER F.I.R.M. PANEL No. 12061 CO077 F, DATED JULY 2, 1992.
SURVEY BENCHMARK Q Z
ELEVATIONS SHOWN HEREON ARE BASED UPON NGVD 29,
BENCHMARK = N.G.S. B.M. "CGS NO. 1 1969", HAVING Q
AN ELEVATION OF 5.22 FEET NGVD 29 DERIVED FROM LABINS.
WASTEWATER SOURCE Q.
INDIAN RIVER COUNTY UTILITIES FORCEMAIN
WATER SOURCE ,La2930��Z LU�
INDIAN RIVER COUNTY UTILITIES WATERMAIN 1 �tii 72
TAX PARCEL I.D. NUMBER(S) it N ��E\��� �' r� IRt N
06-31-39-00020-0090-00016.0
06-31-39-00020-0100-00001.0 �, Pv Q gj�. z
SITE ADDRESS
480 U.S. HIGHWAY #1 C,e �L�L°LcsA�1� Q
484 U.S. HIGHWAY #1
SEBASTIAN, FLORIDA 32958
TRAFFIC STATEMENT (EXISTING)
ADT = RESTAURANT 177.4 TRIPS/1,000 SF(2,700 SFS 478.98 TRIPS
RETAIL 94.7 TRIPS/1,000 SF(3,000 SF) = 284.10 TRIPS
TOTAL = 764.0 TRIPS o
A' O
231.61 /�_ TRAFFIC STATEMENT (PROPOSED) N
ADT = RETAIL 94.7 TRIPS/1.000 SF(7,936 SF) = 751.5 TRIPS
TOTAL = 752.0 TRIPS
aO
TRAFFIC STATEMENT (TOTAL) a
ADT = RESTAURANT 177.4 TRIPS/1,000 SF( 2,700 SF)= 478.98 TRIPS
RETAIL 94.7 TRIPS/1,000 SF(10,936 SF) = 1,035.6 TRIPS kyr z
TOTAL = 1,515 TRIPS
LEGAL DESCRIPTION
LOT 16 THROUGH 22, INCLUSIVE, BLOCK 9, AND LOTS 1 THROUGH 3, Ij�• x
INCLUSIVE, BLOCK 10. PLUS ABANDONED JEFFERSON STREET RUNNING
FROM U.S. HIGHWAY NO.1, EAST 10 THE EAST LINE OF LOT 3 OF BLOCK
10, ALL IN EDGEWATER PARK SUBDIVISION AS PER PLAT RECORDED IN PLAT W
589.44' BOOK 5, PAGE 25, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA WHICH Z
PLAT HAS BEEN RE -FILED WITH CHANGES AS TO BLOCKS 11,12, AND 13, IN Q
PLAT BOOK 1. PAGE 23, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA;
LESS AND EXCEPTING, HOWEVER ALL RIGHTS OF WAY FOR U.S. HIGHWAY NO.1 <
AS THE SAME NOW EXISTS; SAID LAND NOW N BEING IN INDIAN RIVER m
COUNTY, FLORIDA, LESS THE NORTHERLY 1 FEET 01 ORESAID LOTS 16LLJ
THROUGH 20, INCLUSIVE, BLOCK 9.
48 HOURS BEFORE DIGGING SKEET
CALL TOLL FREE
1-800-,132-41-70
v C1
SUNSHINE STATE ONE CALL
OF FcoI?/a% INC. Bruce A. Moia, PE. #47S29 --- OF 3
L °J2 03-539
�.. _
DATUM OF 1929
xll� =
EXISTING SPOT ELEVATION
=
ISET RIC
SET 5/8" DIAMETER IRON ROD
1t
& CAP STAMPED WBZ-LB 6840
rR/c =
IRON ROD WITH CAP
R/W =
RIGHT OF WAY
F.F.E.
= FINISH FLOOR ELEVATION
WOODEN POWER POLE
Tao
= TELEPHONE RISEN BOX
LABINS=LAND & BOUNDARY INFORMATION SYSTEM
m0
= WATER METER
wv M
= WATER VALVE
RID.5/8'1R/C
IRLS 3909'
351.72'
N90'00'00"E
GRAPHIC SCALE PAVING AND DRAINAGE SITE PLAN
20 0 10 20 40 80 1" - 20' 0"
( IN FEET )
1 inch = 20 ft.
PRM -4298
COMMERCIAL O
BUILDING HEIGHT
BUILDING HEIGHT = 12'
CONSTRUCTION SCHEDULE
START CONSTRUCTION OCTOBER 2003
END CONSTRUCTION MARCH 2004
PERMITS REQUIRED
( CITY OF SEBASTIAN SITE PLAN APPROVAL
CITY OF SEBASTV'N TREE REMOVAL PERMIT
INDIAN RIVER COUNTY UTILITY PERMIT
F.D.E.P. WASTEWATER CONNECTION PERMIT
S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT 1 1
F.D.O.T. DRAINAGE CONNECTION PERMIT V
FLOOD ZONE
THE SUBJECT PROPERTY IS LOCATED 1N FLOOD ZONE 'X'
PER F.I.R.M. PANEL No. 12061 CO077 F, DATED JULY 2, 1992.
SURVEY BENCHMARK Q Z
ELEVATIONS SHOWN HEREON ARE BASED UPON NGVD 29,
BENCHMARK = N.G.S. B.M. "CGS NO. 1 1969", HAVING Q
AN ELEVATION OF 5.22 FEET NGVD 29 DERIVED FROM LABINS.
WASTEWATER SOURCE Q.
INDIAN RIVER COUNTY UTILITIES FORCEMAIN
WATER SOURCE ,La2930��Z LU�
INDIAN RIVER COUNTY UTILITIES WATERMAIN 1 �tii 72
TAX PARCEL I.D. NUMBER(S) it N ��E\��� �' r� IRt N
06-31-39-00020-0090-00016.0
06-31-39-00020-0100-00001.0 �, Pv Q gj�. z
SITE ADDRESS
480 U.S. HIGHWAY #1 C,e �L�L°LcsA�1� Q
484 U.S. HIGHWAY #1
SEBASTIAN, FLORIDA 32958
TRAFFIC STATEMENT (EXISTING)
ADT = RESTAURANT 177.4 TRIPS/1,000 SF(2,700 SFS 478.98 TRIPS
RETAIL 94.7 TRIPS/1,000 SF(3,000 SF) = 284.10 TRIPS
TOTAL = 764.0 TRIPS o
A' O
231.61 /�_ TRAFFIC STATEMENT (PROPOSED) N
ADT = RETAIL 94.7 TRIPS/1.000 SF(7,936 SF) = 751.5 TRIPS
TOTAL = 752.0 TRIPS
aO
TRAFFIC STATEMENT (TOTAL) a
ADT = RESTAURANT 177.4 TRIPS/1,000 SF( 2,700 SF)= 478.98 TRIPS
RETAIL 94.7 TRIPS/1,000 SF(10,936 SF) = 1,035.6 TRIPS kyr z
TOTAL = 1,515 TRIPS
LEGAL DESCRIPTION
LOT 16 THROUGH 22, INCLUSIVE, BLOCK 9, AND LOTS 1 THROUGH 3, Ij�• x
INCLUSIVE, BLOCK 10. PLUS ABANDONED JEFFERSON STREET RUNNING
FROM U.S. HIGHWAY NO.1, EAST 10 THE EAST LINE OF LOT 3 OF BLOCK
10, ALL IN EDGEWATER PARK SUBDIVISION AS PER PLAT RECORDED IN PLAT W
589.44' BOOK 5, PAGE 25, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA WHICH Z
PLAT HAS BEEN RE -FILED WITH CHANGES AS TO BLOCKS 11,12, AND 13, IN Q
PLAT BOOK 1. PAGE 23, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA;
LESS AND EXCEPTING, HOWEVER ALL RIGHTS OF WAY FOR U.S. HIGHWAY NO.1 <
AS THE SAME NOW EXISTS; SAID LAND NOW N BEING IN INDIAN RIVER m
COUNTY, FLORIDA, LESS THE NORTHERLY 1 FEET 01 ORESAID LOTS 16LLJ
THROUGH 20, INCLUSIVE, BLOCK 9.
48 HOURS BEFORE DIGGING SKEET
CALL TOLL FREE
1-800-,132-41-70
v C1
SUNSHINE STATE ONE CALL
OF FcoI?/a% INC. Bruce A. Moia, PE. #47S29 --- OF 3
L °J2 03-539
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\yb.Y / �90.
\ �a
C. Z M ONE STORY C.B.S. 1480
F.F.E. = 9.78 �I
�Q \\ 90.1,:
..•- .:LLL,. _
\ S90'00'00"E
G: Os \ LO
LO
GRAPHIC SCALE
20 0 10 20 40
1 C3 L3
( IN FEET )
1 inch = 20 ft.
It
In
I
W
:e
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800 432-4T70
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
/ /
//
5 006
\ PROPO LJ►�pING --
/
/ /
/
/
LANDSCAPE PLAN
1 " = 20' — 0"
VA
J
� X65 N
OSEO AD6 TIO
PROP URE
T
FU \
0 C K \
LANDSCAPE DATA
TOTAL TREES REQUIRED
1. TREES REQUIRED ALONG U.S. HIGHWAY NO.1 = 6 CANOPY/5 UNDERSTORY/100
LF(154 LF) = 9
CANOPY
12' MIN HEIGHT, 6' SPREAD
= 8
UNDERSTORY
2. TREES REQUIRED ALONG NORTH PROPERTY LINE = 6 CANOPY/5 UNDERSTORY/100
LF(220 LF) = 13
CANOPY
EAST PALATKA HOLLY (14 TREES)
= 11
UNDERSTORY
3. TREES REQUIRED ALONG SOUTH PROPERTY LINE = 6 CANOPY/5 UNDERSTORY/100
LF(263 LF) = 16
CANOPY
12' MIN HEIGHT (CLEAR WOOD)
= 13
UNDERSTORY
4. TREES REQUIRED ALONG EAST PROPERTY LINE = 6 CANOPY/5 UNDERSTORY/100
LF(360 LF) = 22
CANOPY
a
= 18
UNDERSTORY
5. INTERIOR TREES REQUIRED = 10 SF/SPACE (90 SPACES)(1 TREE/100
SF) = 9
CANOPY
6. NON -VEHICULAR OPEN SPACE TREES REQUIRED = 1 TREE/2,000 SF (28,268 SF)
= 14
CANOPY
7. FOUNDATION PLANTING = 380 LF(40%) = 152 LF
V)
I I I� GR DE TOP OF ROOT BALL EVEN WITH NIS
=I (III =I I I II
= 1 PALM/10 LF(152 LF)
= 15
PALMS
7. TOTALS
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TOTAL TREES
REQUIRED = 98 CANOPY
BAL PALMS TO BE BOOTED WHEN 16' C.T. OR LESSF
= 50 UNDERSTORY
TOTAL TREES REQUIRED = 98 CANOPY AND 50 UNDERSTORY
n
Q
TOTAL TREES EXISTING = 1 CANOPY
3
TOTAL TREES PROPOSED = 97 CANOPY AND 50 UNDERSTDRY
TOTAL TREES PROVIDED = 98 CANOPY AND 50 UNDERSTORY
PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN
LAT ION TO THE HEIGHT OF THE PALM FOR ADEQUATE
LANDSCAPE NOTES
W X
CI
1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE
O
APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN'S LDR'S.
N
O
2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF
STEEL BANDS
a
3" WITH ABARK OR SHREDDED ORGANIC MATERIAL MULCH.
3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN
>
AUTOMATIC SPRINKLER SYSTEM.
,
ENAILED TO WOOD BATTENS
4. AREAS NOT IND ATED AS PLANTIN BEDS CONTAINING TRE
AND/OR SHRUSHALL BE FULLY\SODDED.
5. TREES SHALL BE FLORIDA NO. 1 OR\ BETTER.
0
6. CANOPY TREES "
3" MULCH
O
SRL HAVE AN OVERALL. HEIGHT OF 12'
LEAD
FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN
AND A MINIMUM SP OF 6'-0" AT TIME OF P
RIM AROUND PLANTING HOLE
G
G
7. PALM TREES SHALL C NSTITUTE NO MOR 35% OF THE
2"x4"x24" WOOD STAKE REMAINING 3" ABOVE GRADE
TOTAL TREE REQUIREMENTS AND S AVE A MINIMUM OF
6' OF CLEAR WOOD AA PLANT
�
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ft
Q
a�
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FINISHEB-\
GRADED \
APPROXIMATE F.D.O.T• DRAINAGE CANAL
351.72'
N90'00'00"E
LANDSCAPE LEGEND
r�
0
LAUREL OAK (37 TREES)
6
12' MIN HEIGHT, 6' SPREAD
0
LIVE OAK TREE (23 TREES)
1
C
12' MIN HEIGHT, 6' SPREAD
Lo
EAST PALATKA HOLLY (14 TREES)
12' MIN HEIGHT, 6' SPREAD
-- PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
CABBAGE PALM (31 TREES)
6' MIN HEIGHT
12' MIN HEIGHT (CLEAR WOOD)
_j
WAX MYRTLE (31 TREES)
_j
6' MIN HEIGHT
r�
0
I -IIIII—IIIII — II II —IIi1 BACKFILL AROUND ROOTBALL AS SPECIFIED
' —
1111f==11111 1111 -
PLANT ROOTBALL 2'-:r BELOW FINISHED GRADE
SIZE OF ROOTBALL WILL BE IN PROPORTION TO SIZE
AND TYPE OF PALM IN RELATION TO SOUND NURSERY
PRATICE
PLACE ROOTBALL AT BOTTOM OF PLANTING PIT
ON UNDISTURBED SUBGRADE
PALM PLANTING_ DETAIL
N.T.S.
PLACE RUBBER HOSE ON WIRE AT ALL POINTS
OF CONTACT WITH TREE
PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS),
OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL
DISTANCE AROUND TREE ABOVE FIRST LATERAL
BRANCH AND 6-9" FROM TOP OF STAKE.
REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL
IF APPLICABLE
3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED)
FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN
RIM AROUND PLANTING HOLE
2"x2'x10' WOOD STAKE DRIVEN 3' BELOW GRADE
VI
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PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
— BALL PLUS 6' FOR SETTING LAYER OF COMPACTED
BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE
_I 1 DIAMETER OF ROOT BALL
M
6
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o
N
1
C
BOTTLEBRUSH (19 TREES)
Lo
p
FINE (MINIMUM 6-8 FRONDS)
-- PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
C`
6' MIN HEIGHT
r1
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a
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W
Q
o.
® EXISTING 4'-0" HIGH HEDGING
0 ,
V)
I I I� GR DE TOP OF ROOT BALL EVEN WITH NIS
=I (III =I I I II
N.T.S.
U
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® AWIBUKI VIBURNUM HEDGE
3.5 MIN. HEIGHT
BAL PALMS TO BE BOOTED WHEN 16' C.T. OR LESSF
JIUL
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Q
I -IIIII—IIIII — II II —IIi1 BACKFILL AROUND ROOTBALL AS SPECIFIED
' —
1111f==11111 1111 -
PLANT ROOTBALL 2'-:r BELOW FINISHED GRADE
SIZE OF ROOTBALL WILL BE IN PROPORTION TO SIZE
AND TYPE OF PALM IN RELATION TO SOUND NURSERY
PRATICE
PLACE ROOTBALL AT BOTTOM OF PLANTING PIT
ON UNDISTURBED SUBGRADE
PALM PLANTING_ DETAIL
N.T.S.
PLACE RUBBER HOSE ON WIRE AT ALL POINTS
OF CONTACT WITH TREE
PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS),
OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL
DISTANCE AROUND TREE ABOVE FIRST LATERAL
BRANCH AND 6-9" FROM TOP OF STAKE.
REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL
IF APPLICABLE
3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED)
FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN
RIM AROUND PLANTING HOLE
2"x2'x10' WOOD STAKE DRIVEN 3' BELOW GRADE
VI
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PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
— BALL PLUS 6' FOR SETTING LAYER OF COMPACTED
BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE
_I 1 DIAMETER OF ROOT BALL
6
z
BACKFILL AROUND ROOTBALL AS SPECIFIED
UNE & TIE FRONDS TOGETHER WITH DEGRADABLE
RIM AROUND PLANTING HOLE
p
FINE (MINIMUM 6-8 FRONDS)
-- PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
D:
PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY
:AR CUT PALM TREES ARE ACCEPTABLE
Vl
O
I;
HIGHER THAN FINISHED GRADE
NLESS OTHERWISE NOTED)
DIAMETER FOR ROOT BALLS 2' AND UNDER OR
-'
•' '- (I II 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'.
a
PLACE ROOTBALL AT BOTTOM OF PLANTING PIT
ON 6" LAYER OF COMPACTED BACKFILL/�1
m
`W
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o.
O
0 ,
V)
I I I� GR DE TOP OF ROOT BALL EVEN WITH NIS
=I (III =I I I II
N.T.S.
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BAL PALMS TO BE BOOTED WHEN 16' C.T. OR LESSF
JIUL
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NLESS OTHERWISE NOTED)
3
- 2"x4'xl8' WOOD BATTENS. DO NOT NAIL BATTENS
PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN
LAT ION TO THE HEIGHT OF THE PALM FOR ADEQUATE
Q
m
W X
CI
O
N
O
= LL
STEEL BANDS
a
0 w
>
41MUM 3 — 2"x4" WOOD BRACES SHALL BE
ENAILED TO WOOD BATTENS
m
0
3" MULCH
O
FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN
RIM AROUND PLANTING HOLE
G
G
2"x4"x24" WOOD STAKE REMAINING 3" ABOVE GRADE
I -IIIII—IIIII — II II —IIi1 BACKFILL AROUND ROOTBALL AS SPECIFIED
' —
1111f==11111 1111 -
PLANT ROOTBALL 2'-:r BELOW FINISHED GRADE
SIZE OF ROOTBALL WILL BE IN PROPORTION TO SIZE
AND TYPE OF PALM IN RELATION TO SOUND NURSERY
PRATICE
PLACE ROOTBALL AT BOTTOM OF PLANTING PIT
ON UNDISTURBED SUBGRADE
PALM PLANTING_ DETAIL
N.T.S.
PLACE RUBBER HOSE ON WIRE AT ALL POINTS
OF CONTACT WITH TREE
PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS),
OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL
DISTANCE AROUND TREE ABOVE FIRST LATERAL
BRANCH AND 6-9" FROM TOP OF STAKE.
REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL
IF APPLICABLE
3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED)
FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN
RIM AROUND PLANTING HOLE
2"x2'x10' WOOD STAKE DRIVEN 3' BELOW GRADE
VI
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PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
— BALL PLUS 6' FOR SETTING LAYER OF COMPACTED
BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE
_I 1 DIAMETER OF ROOT BALL
- FORM SAUCER WITH 3" CONTINUOUS EARTHEN
BACKFILL AROUND ROOTBALL AS SPECIFIED
RIM AROUND PLANTING HOLE
p
-- PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
D:
PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY
N
BALL. PLANTING PR WIDTH SHALL BE TWICE THE
O
I;
HIGHER THAN FINISHED GRADE
DIAMETER FOR ROOT BALLS 2' AND UNDER OR
-'
•' '- (I II 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'.
a
PLACE ROOTBALL AT BOTTOM OF PLANTING PIT
ON 6" LAYER OF COMPACTED BACKFILL/�1
m
110_ �, -
BACKFILL AROUND ROOT BALL BY MIXING 1/3
IIIII'
o.
O
TREE PLANTING DETAIL
V)
I I I� GR DE TOP OF ROOT BALL EVEN WITH NIS
=I (III =I I I II
N.T.S.
�
V
AL z
Qa
n
O 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED)
- FORM SAUCER WITH 3" CONTINUOUS EARTHEN
W
RIM AROUND PLANTING HOLE
Ud
-- PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
>
Z
Q
BALL. PLANTING PR WIDTH SHALL BE TWICE THE
DIAMETER FOR ROOT BALLS 2' AND UNDER OR
-'
•' '- (I II 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'.
a
m
110_ �, -
BACKFILL AROUND ROOT BALL BY MIXING 1/3
IIIII'
Lu
i tt-. r"' PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL
V)
I I I� GR DE TOP OF ROOT BALL EVEN WITH NIS
=I (III =I I I II
_IIIII _'III
'—I�i�l`11111=II�11_
PLACE ROOT BALL AT BOTTOM 0 NG P
ON UNDISTURBED SUBGRADE
SHRUB GROUNDCOVER PLANTING DE Al
2
N.T.S.
3
OF
03-539
-1/2" TYPE 5 -1
A51'HALTIG GONGRETE ON5TKUCT 6" COQUINA OR
6" 6" LIME ROCK 15A5E COMPACTED
TO 96% MAX. DRY DEN151 TY
, T f /
PER AA5HTO T -160 METHOD,
1_115K 100
`5TA15ILIZED 5UD&RADE MIN. DEPTH
OF 8", COMPACTED TO 98X MAX. DRY
OEN51 TY PER AA5HTO T-150 METHOD,
MIN. FDV 50 PSI.
FLEXIBLE PAVEMENT SECTION
N.T.5.
SAW -GUT AND TACK
GOAT EX15TIN6 EDGE 1'-O"
EXI5TIN& ASPHALT
PROP05ED A5PHALT PAVEMENT
EXI5TIN& 15A5E ' PROP05ED 15A5E
EXI5TING 5U15 -GRADE PROPOSED 5UD-&RADE
PAVEMENT SAW -CUT AND BUTT JOINT
N.T.S.
6" UNREINFOKGED CONGRETE
(F'G-3000 P.5.0
- _d
L-6" 5TA151 L IZED 5013 - &RADE
F15V OF 50 P.5.1. COMPACTED
TO 98Z MAX. DRY OEN5ITY
PER AA5HTO T-180 METHOD
CONCRETE PAVEMENT SECTION
NTS (ALTERNATE)
MATCH EXISTING GRADE
5ANI - GUT EX 15T IN& ASPHALT AT 5AW - GUT
EX I5T INC PROPOSED
ASPHALT GONGKETE
PAVEMENT
T.
PAVEMENT SAW -CUT AND
BUTT JOINT
N.T.S. (ALTERNATE)
n .►
wwM� ^
END OF EACH WOKKIN& DAY.
7"
LOCATE SIGN AT CL
ttt01�NIE
AND HEAD OF EACH
J
#4 DOWEL5
FOR ANCHORING
#4 DOWEL � �
(2 REQU/RED1
PIPE WHERE APPLICABLE
he
6-0"
FRONT ELEVATION
5EGT ION
PRE -CAST CONCRETE WHEEL
STOP DETAIL
N.T.S.
1-1/2" TYPE 5-1 A5PHALT I G
CONCRETE
SLOPE / PLAN
5,-0"
SLOPE / PLAN
•�-X-�X� X k • _ X X
6X6 10/10 WWM
1#4 BAR DONT.
6" LIMEROCK OK COQUINA N
BA5E
8" 5TAD IL IZED 5UD - GRADE
:y
CONCRETE SIDEWALK DETAIL
N.T.S.
5_0"
SLOPE / PLAN
0
-Xr . X7-7-, X X
`-- 6X6 W1.4/W1.4 WWF
CONCRETE SIDEWALK DETAIL
X N.T.S.
0
15"+ LMP
OUTFALL
HtAI01GArMD PARKIN&
516N PER FTP -26
2'X2" STEEL i
EXTENDED INTI
FILLED PIPE.
-�1
j j
12" DIA. CONCRETE
FOUNDATION 6" BEL(
6" 6" 6" 6" FROST LINE (3 FEET
MIN. BELOW FIN, GR
NOTE5-
1. TOP PORTION OF FTP 26 5HALL HAVE A REFLECTIVE GLUE
BACK&ROUND WITH REFLECTIVE 5YM130L AND f50RDEK.
2. BOTTOM PORTION 5HALL HAVE A REFLECTIVE WHITE
BACKGROUND WITH f5LAGK OPAQUE LEGEND AND DOKDEK.
3. FTP 25 15 FOR U5E IN AKEA5 WHERE 5PAGE 15 LIMITED.
4. HEI&HT SHALL DE 7 FEET MEA5UKED FROM THE GROUND
OK 51DEWALK TO THE BOTTOM OF "PERMIT ONLY" 516N OR
6 FEET TO THE BOTTOM OF $250 FINE" 516N,
HANDICAPPED PARKING DETAIL
NTS
4,-5" 3'-4"
2'-Q"
F01I5HED &RADE
60
ooEo swALEt
7
-4 in L ........ i
0
H.S. 20
TRAFFIC GRATE w
v- Q
I SEE FIE
FDIC rrE
WE
I
_ &RATE
CO 5EE "AnUE,
rLANS FOR ELEY_
ELM =COMPACTED SUBGRADE
5E:CTl0N12" GRAVEL SUMP
PRE •=CAST TYPE "C" CATCH BASIN
N.T.S.
)NTKOL 5TRUGTUKE
IDIFIED TYPE G' INLET
cTflo, GENERAL NOTES
PLOW_ -,
0 - t GONTRAGTOK 15 KE5PON516LE FOR CHECKING ACTUAL 51TE
FliDR1�� , GONDITION5 5EFOKE 5TAKTING CON5TKUGTION.
anucF 1 S IL -T - 6ARR IER
IFAMIG FENGEI 2. ANY D15GREPANGIE5 ON THE DRAWIN&5 SHALL DE BROUGHT T
THE ATTENTION OF THE ENGINEER DEFOKE GOMMENGINC-7 WOK
TOE IN 3. CONTRACTOR 5HALL ODTAIN ALL REQUIRED DUILDING PERMITS
SODDED 5L t o DEFOKE GOMMENGIN& WORK.
I
� EXI5TIN& GRADE 4. CONTRACTOR 5HALL BE KE5PON515LE FOR LOCATION OF ALL
EX 15T INC UT I L IT IE5. THE CONTRACTOR SHALL CONTACT ALL
CONGEKNED UTILITIE5 AT LEAST 48 HOUK5 IN ADVANCE FOR
GON5TKUCT I ON OPEKAT I ON5.
TOE OF SL
5. NO FIELD CHANGES OK DEVIATION5 FROM DESIGN TO DE MA
VAKIE5 WITHOUT PRIOR APPROVAL OF THE ENGINEER.
FADR I C FENCE 5 I LT - DARK I EK 6. ALL GON5TKUCTION 5HALL DE COMPLETED IN ACCORDANCE WI
THE APPLIGADLE OKDINANCE5 OF XXXXX XXXXX XXXXX, FLOKI
7. f5OUNDARY AND TOPOGRAPHIC, INFORMATION PREPARED BY XXX
XXXXXX, DATED XX/XX/XX. ALL ELEVATION5 AKE PEK
5ENGHMAKK REFERENCED ON TH15 SURVEY.
ArIGHOR BALE5 WITH TWO l21 8. REFER TO 501L5 REPORT PREPARED DY K5M ENGINEERING AND
2'X 2 4' STAKES TIROUGh1 TE5TIN&, INC., DATED XX/XX/XX FOR EXI5TIN& SOIL CONDITI
Encri t3ALE
9. GONTKAC.TOK SHALL 5UPPLY DEN5ITY TE5T5 TO ENGINEER ON
5Uf5 - GRADE AND DA5E. TE5T5 5HALL DE PREPARED PER A5
T -180 METHOD.
10. 5LOPE &KADE5 FROM ELEVATION5 5HOWN TO EX15TING GRADE
PROPERTY LINE.
R ENGINEER SHALL DE NOTIFIED AT LEAST 48 HOURS IN ADVAN
15ALED HAY 5 I LT - 6AKK i EK FOR ANY IN5PEGTION. GE
PERIMETER ER05I ON AND 5EDIMENT CONTROL 12 GOTE GO ERAGT ON JO NTS (20'PAVEMENTNATE MAXIMUML5P AEN&)KWITH 11-V2" DE
NQT
FIT
GONTRACTOK 15 REQUIRED To rKEVENT ANY SEDIMENT TKANs; MT FROM THE rRO �EGT 13. CONCRETE PAVEMENT ALTERNATE 5HALL BE PROV I DED WITH A
51TE ON TO ADJACENT MOrEKTY. IN5TALLATION OF EITHER MALED HAY OK FADKIG FENCE PIGMENTED LIQUID MEMBRANE GUKIN6 COMPOUND CONFORMING
TYPE SILT DARRIER 15 AGGEPTADLE. THE BARRIER MU5T REMAIN 1N rLACE UNTIL LrLAro TO THE REQUIREMENTS OF ASTM DESIGNATION 13091.
VEGETATION 15 E5TADLI5HED.
2 DEFOKE KE,AOVING, SILT DARRIER, C.ONTKAGTOK 5HALL COLLECT AFD 0I5ro5E OF ANY
ACtAWLATED SILT. 14. ALL TRAFFIC CONTROL DEVIGE5 SHALL DE IN ACGORDANGE WI
M.U.T.C.D. 5TANDARD5.
5 I LT FENCE DETAIL 15. ALL CON5TKUGTION SHALL DE IN ACCORDANCE WITH THE FLOK
PROPOSED
PARKING LOT
5LOPE/PLAN
GRATE F_I_■ Acn.
5EGT I ON
UMINUM POLLUTION RETARDANT DAPPLE
ATTACHED TO DA51N W/ 5/8"+ 5TANLE55
5TEEL MA50NKY 15OLT5 AT 6" O.G. AND
SEALED WITH KAM - NEK
TOP EL. • 8.90'
BOTTOM EL. " 7.94
CONTROL STRUCTURE
PRE -CAST TYPE 'C' CATCH BASIN
N.T.S.
2' 5' le VARIES
5TOR ATEK MANA(
1 t-
3
PROPOSED
PARKING LOT
SLOPE/PLAN
PR�PERTY LIN
5' 6' I
TKA T
I
I
9.1
I
1 1 L
3
3
I
WHITE
n .►
wwM� ^
END OF EACH WOKKIN& DAY.
WT
LOCATE SIGN AT CL
ttt01�NIE
AND HEAD OF EACH
J
HANDICAP STALL. SIGN
ON EACH SIDE OF
PIPE WHERE APPLICABLE
he
2'X2" STEEL i
EXTENDED INTI
FILLED PIPE.
-�1
j j
12" DIA. CONCRETE
FOUNDATION 6" BEL(
6" 6" 6" 6" FROST LINE (3 FEET
MIN. BELOW FIN, GR
NOTE5-
1. TOP PORTION OF FTP 26 5HALL HAVE A REFLECTIVE GLUE
BACK&ROUND WITH REFLECTIVE 5YM130L AND f50RDEK.
2. BOTTOM PORTION 5HALL HAVE A REFLECTIVE WHITE
BACKGROUND WITH f5LAGK OPAQUE LEGEND AND DOKDEK.
3. FTP 25 15 FOR U5E IN AKEA5 WHERE 5PAGE 15 LIMITED.
4. HEI&HT SHALL DE 7 FEET MEA5UKED FROM THE GROUND
OK 51DEWALK TO THE BOTTOM OF "PERMIT ONLY" 516N OR
6 FEET TO THE BOTTOM OF $250 FINE" 516N,
HANDICAPPED PARKING DETAIL
NTS
4,-5" 3'-4"
2'-Q"
F01I5HED &RADE
60
ooEo swALEt
7
-4 in L ........ i
0
H.S. 20
TRAFFIC GRATE w
v- Q
I SEE FIE
FDIC rrE
WE
I
_ &RATE
CO 5EE "AnUE,
rLANS FOR ELEY_
ELM =COMPACTED SUBGRADE
5E:CTl0N12" GRAVEL SUMP
PRE •=CAST TYPE "C" CATCH BASIN
N.T.S.
)NTKOL 5TRUGTUKE
IDIFIED TYPE G' INLET
cTflo, GENERAL NOTES
PLOW_ -,
0 - t GONTRAGTOK 15 KE5PON516LE FOR CHECKING ACTUAL 51TE
FliDR1�� , GONDITION5 5EFOKE 5TAKTING CON5TKUGTION.
anucF 1 S IL -T - 6ARR IER
IFAMIG FENGEI 2. ANY D15GREPANGIE5 ON THE DRAWIN&5 SHALL DE BROUGHT T
THE ATTENTION OF THE ENGINEER DEFOKE GOMMENGINC-7 WOK
TOE IN 3. CONTRACTOR 5HALL ODTAIN ALL REQUIRED DUILDING PERMITS
SODDED 5L t o DEFOKE GOMMENGIN& WORK.
I
� EXI5TIN& GRADE 4. CONTRACTOR 5HALL BE KE5PON515LE FOR LOCATION OF ALL
EX 15T INC UT I L IT IE5. THE CONTRACTOR SHALL CONTACT ALL
CONGEKNED UTILITIE5 AT LEAST 48 HOUK5 IN ADVANCE FOR
GON5TKUCT I ON OPEKAT I ON5.
TOE OF SL
5. NO FIELD CHANGES OK DEVIATION5 FROM DESIGN TO DE MA
VAKIE5 WITHOUT PRIOR APPROVAL OF THE ENGINEER.
FADR I C FENCE 5 I LT - DARK I EK 6. ALL GON5TKUCTION 5HALL DE COMPLETED IN ACCORDANCE WI
THE APPLIGADLE OKDINANCE5 OF XXXXX XXXXX XXXXX, FLOKI
7. f5OUNDARY AND TOPOGRAPHIC, INFORMATION PREPARED BY XXX
XXXXXX, DATED XX/XX/XX. ALL ELEVATION5 AKE PEK
5ENGHMAKK REFERENCED ON TH15 SURVEY.
ArIGHOR BALE5 WITH TWO l21 8. REFER TO 501L5 REPORT PREPARED DY K5M ENGINEERING AND
2'X 2 4' STAKES TIROUGh1 TE5TIN&, INC., DATED XX/XX/XX FOR EXI5TIN& SOIL CONDITI
Encri t3ALE
9. GONTKAC.TOK SHALL 5UPPLY DEN5ITY TE5T5 TO ENGINEER ON
5Uf5 - GRADE AND DA5E. TE5T5 5HALL DE PREPARED PER A5
T -180 METHOD.
10. 5LOPE &KADE5 FROM ELEVATION5 5HOWN TO EX15TING GRADE
PROPERTY LINE.
R ENGINEER SHALL DE NOTIFIED AT LEAST 48 HOURS IN ADVAN
15ALED HAY 5 I LT - 6AKK i EK FOR ANY IN5PEGTION. GE
PERIMETER ER05I ON AND 5EDIMENT CONTROL 12 GOTE GO ERAGT ON JO NTS (20'PAVEMENTNATE MAXIMUML5P AEN&)KWITH 11-V2" DE
NQT
FIT
GONTRACTOK 15 REQUIRED To rKEVENT ANY SEDIMENT TKANs; MT FROM THE rRO �EGT 13. CONCRETE PAVEMENT ALTERNATE 5HALL BE PROV I DED WITH A
51TE ON TO ADJACENT MOrEKTY. IN5TALLATION OF EITHER MALED HAY OK FADKIG FENCE PIGMENTED LIQUID MEMBRANE GUKIN6 COMPOUND CONFORMING
TYPE SILT DARRIER 15 AGGEPTADLE. THE BARRIER MU5T REMAIN 1N rLACE UNTIL LrLAro TO THE REQUIREMENTS OF ASTM DESIGNATION 13091.
VEGETATION 15 E5TADLI5HED.
2 DEFOKE KE,AOVING, SILT DARRIER, C.ONTKAGTOK 5HALL COLLECT AFD 0I5ro5E OF ANY
ACtAWLATED SILT. 14. ALL TRAFFIC CONTROL DEVIGE5 SHALL DE IN ACGORDANGE WI
M.U.T.C.D. 5TANDARD5.
5 I LT FENCE DETAIL 15. ALL CON5TKUGTION SHALL DE IN ACCORDANCE WITH THE FLOK
PROPOSED
PARKING LOT
5LOPE/PLAN
GRATE F_I_■ Acn.
5EGT I ON
UMINUM POLLUTION RETARDANT DAPPLE
ATTACHED TO DA51N W/ 5/8"+ 5TANLE55
5TEEL MA50NKY 15OLT5 AT 6" O.G. AND
SEALED WITH KAM - NEK
TOP EL. • 8.90'
BOTTOM EL. " 7.94
CONTROL STRUCTURE
PRE -CAST TYPE 'C' CATCH BASIN
N.T.S.
2' 5' le VARIES
5TOR ATEK MANA(
1 t-
3
PROPOSED
PARKING LOT
SLOPE/PLAN
PR�PERTY LIN
5' 6' I
TKA T
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9.1
I
1 1 L
3
3
I
5EDIMENT CONTROL MEA5UKE5 5HALL DE IN WOKKIN& CONDITION AT THE
I
5EGT I ON A - A I
1' 3' 1' 3'
3
8.1
5EGT I ON D - 6
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DEPARTMENT OF TKAN5POKTATION "5TANDAKD 5PEGIFICATION5
ROAD AND BRIDGE GON5TKUGTION", DATED 2000.
16. ALL PARKIN& 5PAGE MARK I NGS, WITH THE EXCEPTION OF THE
HANDICAPPED PARKING 5PAGE5, SHALL SE MARKED IN WHITE
E RETRO - REFLECTIVE TRAFFIC, PAINT AND IN ACCORDANCE W I
THE FLORIDA DEPARTMENT OF TKAN5POKTAT ION (F.D.O.T.) 5TA
5PEG IF IGAT I ON5 FOR ROAD AND DK ID&E GON5TKUGT ION,
5EGT I ON 710.
17. ALL HANDICAP PARKIN& 5PAGE5 SHALL DE PROPERLY 516NED A
MARKED IN AGGOKDANGE WITH FOOT ROADWAY AND TRAFFIC,
DE51&N 5TANDARD5 INDEX NO. 17346.
18. ALL PARKIN& 5TKIPE5 WITH THE EXCEPTION OF HANDICAPPED
MATCH EX15T. &RADE 5PAGE5 5HALL DE 4" WIDE, WHITE REFLECTIVE TRAFFIC, PAI
AT PROPERTY LINE 19 ALL COMPACT 5PAGE5 SHALL DE MARKED "GOMPAGT" ON THE S
OR TIRE 5TOP.
I''R�PEKTY LINE
I
I
MATCH EX 15T. GRADE
! AT PROPERTY LINE
COMPACTED SUBGRADE
6"x 6" 10x10 W.W.F.0
10' x 10' X 6" THICK
CONCRETE PAD FOR DUMPSTER
SECTIONAL ELEVATION
•6"x 6" P.T. POSTS/
8'-0' LONG
"--2"X 4' P.T.
2'x 4' P.T. NAILERS
2"x 4" P.T.
1'x4" P.T. SLATS
5'-0" LONG
.,-2'x 4" P.T
EXIST. ASPH.
CONC. DRAIN CAPS,
12' DEEP
COMPACTED GRAVEL FILL
OPENING &
GATE OPTIONAL
N.L5. _ (3 -MIN.)
1/2" 51"ACIN& FOR 5LAT5
6" STEEL BOLLARD
FILLED WITH CONCREI
i x 4" P.T.
2x4"PA. _.
(V
CONCRETE
10 6' CONCRETE SLAB
REINFORCED W/
6"X 6' 10X10 W.W.F.
FENCE DETAIL
N.T.S. BOLLARD DETAIL
N.T.S.
TOP OF CONCRETE PAD -,",
TOP OF ASPHALT
CONCRETE PAb DETAIL OR Fl EME
CONCREETE TOO 2 250 Ei
500
N.T.S.
ER05I ON AND 5ED IMENTAT ION GONTKOL NOTES
K.
DE
XX
ON5.
PTH
TH
NDARD
2000,
ND
NT.
TALL
5EDIMENT CONTROL MEA5UKE5 5HALL DE IN WOKKIN& CONDITION AT THE
N
END OF EACH WOKKIN& DAY.
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17. UNDERGROUND UTILITY LINE5 5HALL DE INSTALLED IN ACCORDANCE
WITH THE FOLLOWING 5TANDAR05 IN ADDITION TO OTHER APPLICABLE
J
GRI TER I A-
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY DE OPENED AT
ONE TIME.
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GON5TKUGTION AGTIVITIE5 GAN KE5ULT IN THE GENERATION OF 51&NIFICANT
TKENCHIE5.
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Cl. EFFLUENT FROM OEWATEKIN& OPEKATION5 SHALL DE FILTERED OR
as
PA55ED THROUGH AN APPROVED 5EDIMENT TRAPPING DEVICE, OR
AMOUNT5 OF POLLUTANT5 WHICH MAY REACH 5UKFAGE OK GROUND WATER5.
AFFECT FLOWING 5TKEAM5 OR OFF-SITE PROPERTY.
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D. KE5TABILIZATION 5HALL BE ACCOMPLI5HED IN ACCORDANCE WITH
THE5E KEGULAT I ON5.
O ONE OF THE PRIMARY POLLUTANT5 OF 5UKFAGE WATER5 15 5EDIMENT DUE TO
z PUDLiG KOAD5, PKOV1510N5 SHALL DE MADE TO MINIMIZE THE
m
TKAN5POKT OF 5EDIMENT DY TRACKING ONTO THE PAVED SURFACE,
WHERE 5EDIMENT 15 TKAN5POKTEO ONTO A PUDLIG ROAD 5UKFAGE WITH
SHEE'
C3
EKO51ON. EXCE551VE QUANTITIE5 OF 5EDIMENT WHICH REACH WATER DODIE5
OF
END OF EACH DAY. 5EDIMENT SHALL DE REMOVED FROM THE KOAD5 DY
o SHOVELING OK 5WEEPING AND TKAN5POKTED TO A 5EDIMENT CONTROL
D15P05AL AREA. 5TKEET WA5HIN& SHALL DE ALLOWED ONLY AFTER
OF FLOODPLAIN5 HAVE 15EEN SHOWN TO AOVEK5ELY AFFECT THEIR PHY5ICAL,
APPLY TO INDIVIDUAL 5UDDIV1510N LOT5 A$ WELL A5 TO LAK&EK
LAND-D15TKIDUTIN& AGTIVITIE5.
19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEA5UKE5 5HALL DE
510LOGIGAL AND CHEMICAL PROPEKTIE5. TKAN5POKTED 5EDIMENT GAN
THE TEMPORARY MEA5UKE5 ARE NO LON&EK NEEDED, IN THE OPINION OF
THE REVIEWER. D15TURDED 501L AKEA5 KE5ULTIN& FROM THE
DISPOSITION OF TEMPORARY MEA5UKE5 5HALL DE PERMANENTLY
055TKUGT 5TREAM GHANNEL5, REDUGE HYDRAULIC, GAPAGITY OF WATER DODIE5
\-6"x 6" P.T. 20• PROPERTIES AND WATERWAYS DOWN5TKEAM FROM CON5TKUGTION 51TE
POS (TYP.) 5HALL DE PROTECTED FROM 5EDIMENT D15PO51TION AND ER0510N.
•ARROWSMITH OR 21. PHA5ED PKOJEGT5 5HOULD DE CLEARED IN CONJUNCTION WITH
OF FLOODPLAIN5, REDUCE THE DE516N CAPACITY OF GULVEKT5 AND OTHER
WOKK5, AND ELIMINATE DENTHIG INVEKTEf3RATE5 AND F15H 5PAWNING
5Uf55TKATE5 DY 51LTATION. EXGE551VE 5U5PENDED 5EDIMENT5 REDUCE
LIGHT PENETRATION AND THEREFORE, REDUGE PRIMARY PRODUCTIVITY.
MINIMUM 5TANDARD5
1. 5EDIMENT 15A51N AND TKAP5, PERIMETER DIKE5, SEDIMENT f3ARRIEK5
AND OTHER MEASURES INTENDED TO TRAP 5EDIMENT 5HALL DE
TH A ANY
DA. ANDS5HALLEDEA5
MADEFFUNCT ONALNDEFOKEAUN5LOIPERLBANDND15TUKf5ANGE
a
N
1'7
�
�
co
TAKES PLACE.
2. ALL 5EDIMENT CONTROL MEA5UKE5 AKE TO DE ADJU5TED TO MEET FIELD
GOND I T I ON5 AT THE TIME OF GON5TKUGT I ON AND DE CON5TKUGTED
0
PRIOR TO ANY GRADING OR D15TUK5ANGE OF EXI5TIN& 5UKFAGE
MATERIAL ON DALANGE OF 51TE. PERIMETER 5EDIMENT DAKKIEK5
�
N
O
5HALL f5E GON5TKUGTED TO PREVENT 5EDIMENT OR TKA5H FROM FLOWING
�7
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v
OK FLOATING ON TO ADJACENT PKOPEKTIE5.
ALL
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HTO 3. PERMANENT OK TEMPORARY 501L 5TAE51LIZATION SHALL DE APPLIED TO
DENUDED AKEA5 WITHIN SEVEN DAY5 AFTER FINAL GRADE 15 REACHED
ON ANY PORTION OF THE 51TE. TEMPORARY 501L STAB I L IZAT ION
AT SHALL DE APPLIED WITHIN 5EVEN DAY5 TO DENUDED AKEA5 THAT MAY
NOT DE AT FINAL GRADE 15UT WILL REMAIN UNDI5TUK13ED FOR LONGER
THAN 30 DAY5. PERMANENT 5TA51LIZATION 5HALL DE APPLIED TO
AREAS THAT ARE TO DE LEFT UNDI5TUKDED FOR MORE THAN ONE YEAR.
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4. DURING CON5TKUCTION OF THE PROJECT, 501L 5TOCKPILE5 5HALL DE
5TAD 1 L 1 ZED OK PROTECTED WITH 5EDIMENT TRAPPING MEA5UKE5. THE
APPLIGANT 15 KE5PON515LE FOR THE TEMPORARY PROTECTION AND
PERMANENT 5TA151LIZATION OF ALL 501L 5TOGKPILE5 ON 51TE A5 WELL
A5 501L INTENTIONALLY TKAN5POKTED FROM THE PROJECT 51TE.
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5. A PERMANENT VE&ETATIVE COVER SHALL BE E5TAf5L15H1ED ON DENUDED
AREAS NOT OTHEKWI5E PERMANENTLY 5TADILIZED. PERMANENT
TH VEGETATION 5HALL NOT DE GON5IDEKED E5TADL15HED UNTIL A GROUND
COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15
C
UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EK0510N.
W
IDA
FOR 6. 5TADILIZATION MEA5UKE5 5HALL DE APPLIED TO EARTHEN 5TKUGTUKE5
o O
5UGH A5 DAM5, DIKE5 AND DIVEK51ON5 IMMEDIATELY AFTER
Q " N to
IN5TALLATION.
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7. 5UKFAGE RUNOFF FROM D15TUKDED AKEA5 THAT 15 GOMPKI5ED OF FLOW
ff� 0 z .4 00
L >
FROM DRAINAGE AKEA5 GREATER THAN OR EQUAL TO THREE AGKE5 5HALL
f0 a Q G 0
0
SE CONTROLLED BY A 5EDIMENT f5A51N. THE 5EDIMENT f3A51N 5HALL
" _
DE DE516NED AND GON5TKUGTED TO ACCOMMODATE THE ANTICIPATED
F" t" n -�
5EDIMENT LOADIN& FROM THE LAND-D15TUKDIN& ACTIVITY. THE
OUTFALL DEVICE OR 5Y5TEM DE51&N SHALL TAKE INTO ACCOUNT THE
o V
TOTAL DKAINA&E AREA FLOWING THROUGH THE D15TUKDED AREA TO BE
Q X
SERVED DY THE BASIN_
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8. AFTER ANY 516NIFIGANT RAINFALL, 5EDIMENT CONTROL 5TKUGTUKE5
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WILL DE IN5PECTED FOR INTEGRITY. ANY DAMA&ED DEVIGE5 5HALL DE
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COKKEGTED IMMEDIATELY.
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9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN GUT OR FILL 5LOPE5
UNLE55 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
CHANNEL, FLUME OR SLOPE DRAIN 5TRUGTUKE.
10. WHENEVER WATER 5EEP5 FROM A 5LOPE FACE, ADEQUATE DPAINAGE OR
O
OTHER PROTECTION SHALL DE PROVIDED.
C
C
11. 5EDIMENT WILL DE PREVENTED FROM ENTERING ANY 5TOKM DRAIN
SYSTEM, DITCH OR CHANNEL. ALL 5TOKM 5EWEK INLET5 THAT ARE
MADE OPERABLE DURING GON5TKUGTION 5HALL BE PROTECTED 50 THAT
5EDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE 5Y5TEM
WITHOUT FIK5T 15E1NG FILTERED OR OTHEKW15E TREATED TO REMOVE
5EDIMENT.
12. BEFORE TEMPORARY OR NEWLY CON5TKUCTED 5TOKMWATEK GONVEYANGE
GHANNEL5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PKOTEGTION AND
II ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LININ& SHALL DE
FIRPPERTY LINE INSTALLED IN BOTH THE GONVEYANGE CHiANNEI_ AND RECEIVING
CHANNEL.
6' I 13. WHEN WORK IN A LIVE WATEKCOUR5E 15 PERFORMED, PKEGAUTION5
7' 5HALL DE TAKEN TO MINIMIZE ENGKOAGHMENT, CONTROL SEDIMENT
TRANSPORT AND 5TADILIZE THE WOKK AREA TO THE GKEATE5T EXTENT
PKOP05ED I P05515LE DURING GON5TKUGTION. NONEKODIDLE MATERIAL 5HALL BE
PARKIN& LOT I U5ED FOR THE GON5TKUGTION OF CAU5EWAY5 AND GOFFEKDAM5.
EARTHEN FILL MAY DE USED FOR THE5E 5TKUCTUKE5 1F ARMORED DY
NONEKODIDLE GOVEK MATERIALS.
SLOPE/PLAN 9.40 I MATCH EXIST. GRADE
AT PROPERTY LINE 14. WHEN A LIVE WATEKCOUK5E MU5T DE CK055E0 DY CON5TKUC.TION
I VEHICLES, A TEMPORARY 5TREAM GR0551N& CON5TKUGTED OF
�NONEKODIDLE MATERIAL 5HALL DE PROVIDED.
1 L._
3 15. THE DED AND DANK5 OF A WATEKCOUK5E SHALL DE 5TADILIZED
IMMEDIATELY AFTER WORK IN THE WATEKGOUK5E 15 GOMPLETED.
16. PERIODIC IN5PEGTION AND MAINTENANCE OF ALL 5EDIMENT CONTROL
5TRUC.TURE5 MU5T DE PROVIDED TO EN5UKE INTENDED PURPOSE 15
AGCOMPL15Hf O. THE DEVELOPER OWNER AND/OK CONTKAGTOK SHALL DE
5EGT I ON G - C
CONTINUALLY KE5PON5115LE FOR ALL 5EDIMENT LEAVIN& THE PROPERTY.
5EDIMENT CONTROL MEA5UKE5 5HALL DE IN WOKKIN& CONDITION AT THE
N
END OF EACH WOKKIN& DAY.
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17. UNDERGROUND UTILITY LINE5 5HALL DE INSTALLED IN ACCORDANCE
WITH THE FOLLOWING 5TANDAR05 IN ADDITION TO OTHER APPLICABLE
J
GRI TER I A-
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY DE OPENED AT
ONE TIME.
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B. EXCAVATED MATERIAL SHALL DE PLACED ON THE UPHILL 51DE OF
TKENCHIE5.
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Cl. EFFLUENT FROM OEWATEKIN& OPEKATION5 SHALL DE FILTERED OR
as
PA55ED THROUGH AN APPROVED 5EDIMENT TRAPPING DEVICE, OR
DOTH, AND D15C.HARGED IN A MANNER THAT DOE5 NOT ADVEK5ELY
AFFECT FLOWING 5TKEAM5 OR OFF-SITE PROPERTY.
ix
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D. KE5TABILIZATION 5HALL BE ACCOMPLI5HED IN ACCORDANCE WITH
THE5E KEGULAT I ON5.
0 18. WHERE GON5TKUGTION VEHICLE AGCE55 KOUTE5 INTEK5ECT PAVED
z PUDLiG KOAD5, PKOV1510N5 SHALL DE MADE TO MINIMIZE THE
m
TKAN5POKT OF 5EDIMENT DY TRACKING ONTO THE PAVED SURFACE,
WHERE 5EDIMENT 15 TKAN5POKTEO ONTO A PUDLIG ROAD 5UKFAGE WITH
SHEE'
C3
CUR155 AND GUTTERS, THE ROAD SHALL DE GLEANED THOROUGHLY AT THE
OF
END OF EACH DAY. 5EDIMENT SHALL DE REMOVED FROM THE KOAD5 DY
o SHOVELING OK 5WEEPING AND TKAN5POKTED TO A 5EDIMENT CONTROL
D15P05AL AREA. 5TKEET WA5HIN& SHALL DE ALLOWED ONLY AFTER
SEDIMENT 15 REMOVED IN TH15 MANNER. TH15 PKOV15fON 5HALL
APPLY TO INDIVIDUAL 5UDDIV1510N LOT5 A$ WELL A5 TO LAK&EK
LAND-D15TKIDUTIN& AGTIVITIE5.
19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEA5UKE5 5HALL DE
REMOVED WITHIN 30 DAY5 AFTER F I NAL 51 TE 5TA15IL I ZAT I ON OK AFTER
THE TEMPORARY MEA5UKE5 ARE NO LON&EK NEEDED, IN THE OPINION OF
THE REVIEWER. D15TURDED 501L AKEA5 KE5ULTIN& FROM THE
DISPOSITION OF TEMPORARY MEA5UKE5 5HALL DE PERMANENTLY
5TADILIZED TO PREVENT FURTHER EK05ION AND 5EDIMENTATION.
\-6"x 6" P.T. 20• PROPERTIES AND WATERWAYS DOWN5TKEAM FROM CON5TKUGTION 51TE
POS (TYP.) 5HALL DE PROTECTED FROM 5EDIMENT D15PO51TION AND ER0510N.
•ARROWSMITH OR 21. PHA5ED PKOJEGT5 5HOULD DE CLEARED IN CONJUNCTION WITH
EQUAL HEAVY-DUTY
/ TEE HINGE w/12' CONSTRUCTION OF EACH PHASE.
\ STRAP, 3 EA. DOOR 22. EK05ION CONTROL DE516N AND CON5TKUCT I ON SHALL FOLLOW THE
\ KEQUIKEMENT5 IN INDEX NO5. 101, 102 AND 103 OF FOOT ROADWAY
/ AND TRAFFIC, DE51 &N 5TANDARD5.
/ \ \ _ 23. THE REVIEWER MAY APPROVE MODIFIGATION5 OR ALTER PLAN5 TO THE5E
a-- DRILL HOLES IN CONCRETE C EK05ION CONTROL CRITERIA DUE TO 51TE SPECIFIC, CONDITIONS.
FOR GATE STOPS
PLAN
REINFORCING) "TS NOTE: WHEN DUMPSTER SIZE
2s DAYS IS UNKNOWN USE D=8'
WOOD FENCE DUMPSTER ENCLOSURE DETAIL
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
+ ' 2 D 200
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