1155 ATLANTIC BLVD URBAN Frri
EUTHENICS
LAND
ARCHITECTURE
4
URBAN DESIGN
130.4 246 6219
1304 241 8362 fax
kelImoreecomcastret
FLORIDA REG. NO. 1160
GEORGIA
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(63'x 108')
6800 SF±
FFE = 9.50
SILT FENCE AROUND PERIPHERY OF PROPERTY, TYP.
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TREE BARRICADE
�135(0
TREE BARRICADE
r
2 STORY METAL BUILDING
SILT FENCE AROUND PERIPHr=FY OF PROPERTY, TYP.
X X X �'
/ 16', 21 LO 12'1 LO
1 1� • 13 6"100
14 CP 11
24' LO 23" LO 18' CP 3
15" LO
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EUTHENICS
LAND
ARCHITECTURE
COMMUNITY PLANNING
URBAN DESIGN
130.4 246 6219
1304 241 8362 fax
kelImoreecomcastret
FLORIDA REG. NO. 1160
GEORGIA
REG. NO. 668
SEAL
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SHEET
TITLE
TREE
RE1-loVAL
MITIGATION
PLAN
DATE
ISSUED
JUNE 11,
2014
REVISIONS
SCALE
1"=10'
NORTH
SHEET
OF
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1-05
50-8PJ
•
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60
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41 -VO
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N00 °29'03 "W 289.76'
X
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2 STORY METAL BUILDING
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24" LO 23' LO
14' CF
18' CP
14" LLO
•
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, i � GREENHOUSE
(63'x 108'
4-WIR \ )
6800 S F±
FFE = 9.50
M1
-CS-
6,000 SF 5 AHI.A 50D
1 -R -CP
12" LO
6' LO
15" LO
14' LO
IX
I6' LO
•
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EUTHENICS
STUD 10
LAND
ARCHITECTURE
COMMUNITY
PLANNING
UR5AN DESIGN
904 246 6219
SO4 241 8382 fax
kel Imorescomca st.ret
FLORIDA RECD. NO. 116®
GEORGIA REG. NO. 668
SEAL
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SHEET
TITLE
PLANTING
PLAN
DATE
ISSUED
JUNE 11,
2014
REVISIONS
SCALE
1"=10'
NORTH
SHEET
L2 or- 5
C0145 COMMERCI
I TREE / 8000 SF
T TOTAL LOT SIZE: 54,
TOTAL NO. 4' TREES
PROTECTION OF TREES DURING CONSTRUCTION
All protected trees, preserved understory veggetation, and trees retained
for tree credit pursuant to Sec. 8.3.D.6b., shallbe protected from injury
during any land clearing and construction process in the following manner:
A. A temporary barrier shall be constructed to prevent disturbance of the soil a
minimum of six (6) feet from the trunk at anyy point of an area equal to fifty (50)
percent of the area within the drip line. TFie barriers shall remain in place
throughout construction.
B. The developer shall not cause or allow the cleaning of equipment, storage or
disposal of materials or waste materials such as paints, solvents, asphalt, concrete,
mortar or any other material that may endanger the health of trees or vegetation
within the drip line of protected trees.
C. The protected area shall be maintained at its originalrade with no trenching or
cutting of an roots, and there shall be no storage of�ill or compaction of soil.
In no event an
motorized vehicles or equipment be allowed to park on or traverse
that area within the drip line of protected trees, nor shall any dirt or other materials
be stored within the barriers.
D. No attachment, wires (other than protective guy wires), signs or permits shall be
fastened to a tree.
E. All clearing and grubbing within protected tree area will be done with hand tools only.
F. All root systems outside the protective radius which occur in areas of proposed
improvements shall be pruned by a qualified tree surgeon prior to excavation.
G. Developers shall post signs governing tree removal. The sign shall be not less
than two (2) feet by two (2) feet in size and shall contain the following:
PROTECTED TREES
ALL TREES MARKED -TO BE SAVED ARE PROTECTED BY CITY
OF ATLANTIC BEACH LAND DEVELOPMENT CODE. ANY PERSON
DAMAGING ANY MARKED TREES WILL BE 6U5JECT UP TOA FINE
OF UP TO *250.00 PER DAY AND A STOP WORK ORDER.
W. Standards for protection of trees on disturbed sites are contained in the publication:
Tree Protection Manual for Builders and Developers, published by the Florida
Department of Agriculture and Consumer Services, Printing Date February 2001 and
available through the Florida Department of Agriculture, Division of Forestry.
PLANT SCHEDULE
LOT DEVELOPMENT
SF
�UIRED - I
TREE MITIGATION CALCULATIONS
TOTAL I:1 LIVE OAK INCHES REMOVED - 38'
TOTAL I:1 LIVE OAK INCHES PROTECTED - 138'
TOTAL 1:1 LIVE OAK INCHES PLANTED - 24'
TOTAL 3:1 HARDWOOD TREE INCHES REMOVED - 318'
TOTAL 3:1 TREE INCH:S REQUIRED - 106'
TOTAL 3:1 TREE INCH S PROTECTED - 318'
TOTAL PALM INCHES MOVED - -l9'
TOTAL PALM INCHES LOCATED - 139'
TOTAL PALM INCHES ROTECTED - 121'
0 TREE TO REi-
X TREE TO BE
R
® PALM TO BE
OVED
' MIX, TAMP AND WATER
'LACE
.. l ACTED PLANT MIX
TED MULTI -TRUNK TREE PL_ANTiNG DETAIL.
NTS
CITY. _
REMOVE VINES AND DEAD
M BOTANICAL .NAI„iE - —
GOMMON_.NA . E _ .
WOOD FROM TREE. REMOVE
SPREAD
SUCKERS, BROKEN AND
S
MISSHAPENED LIMBS TO 12'.
QV
-- ERECT WOODEN OR EROSION
QUERCUS VIRGINIANA 4'-4 1/2' CAL.
NET TREE BARRICADE, 42' HT.
_ VEGETATIVE HEAD, 1' - V
AROUND ENTIRE TREE DRIPLINE
ATCHINC
DO NOT DISTURB GRADE
WR
WITHIN DRIPLINE
4 CANES, 5' CLEAR TRUNK
DO NOT STORE MATERIALS
26' OA
DEBRIS, OR DISTURB SOIL
FULL, STRAIGHT,
WITHIN DRIPLINE OF TREE
iAUCER FOR WATERING, APPLY
2 X 4 FENCE POST, 6' O.C.
W/ 1 X 4 RAILING, AS SHOWN
'INESTRAW MULCH
SABAL PALMETTO
' MIX, TAMP AND WATER
'LACE
.. l ACTED PLANT MIX
TED MULTI -TRUNK TREE PL_ANTiNG DETAIL.
NTS
CITY. _
KEY
M BOTANICAL .NAI„iE - —
GOMMON_.NA . E _ .
SIZE HE ICHT
s a VV
SPREAD
vv REMA .
S
3
QV
LIVE OAK
QUERCUS VIRGINIANA 4'-4 1/2' CAL.
14' - 16'
8'
FULL, STRAIGHT,
ATCHINC
8
WR
WASHINGTONIA PALM
WASHINGTONIA R05USTA
14' CAL
26' OA
�' - 9'
FULL, STRAIGHT,
NO BOOTS
6
CP
CABBAGE PALM
SABAL PALMETTO
VARIES
VARIES
�' - 9'
RELOCATED oN-5rrE,A5
SHOWN
2
CS
CRINUM LILT
CRINUM SPECIES
15 -GAL
30" - 36'
30,
FULL, SPECIMAN, 9
LEAF MIN.
41
VO
SWEET VIBURNUM
VIBURNUM ODORATISSIUM
3 -GAL
241- 30'
18'
FULL
56
LJ
GLOSSY LIGUSTRUM
LIGUSTRUM JAPONICA
3 -GAL
24'
16
FULL
86
BPJ
BLUE PACIFIC JUNIPER
JUNIPERUS CHINENSIS 'BLUE PACIFIC
3 -GAL
24'- 30'
18
FULL
-10
MC
MUHLY GRASS
MUHLENBERGIA CAPILLARIS
1 -GAL
12' - 14'
all
FULL
43
LC
YELLOW LANTANA
LANTANA CAMARA
1 -GAL
8' - 10'
12'
FULL
1000 SF
SOD
BAHIA GRASS
PASPALUM NOTATUM
16' x 24'
i=RES
REMOVE ALL CONSTRUCTION
DEBRIS FROM PLANT BED
PROVIDE POSITIVE DRAINAGE
MULCH
EVEL GRADE
ED PLANT MIX
ILLED INTO SOIL
TOPSOIL FREE
OF LIMEROCK AND DEBRIS
GROUNI�)COVER PLANTiNG DETAIL
5
1
FLAGGING
CONTRACTOR TO BE AWARE
OF POSSIBLE UTILITIES IN AREA
CALL FOR LOCATES BEFORE DIGGING
TREE PLANTiNG DETAIL
NTS
CENTRAL LEADER
_ FULL CANOPY WITH
STRAIGHT TRUNK
FOR TREES 2'+ CALIBER
STAKE TREE W/ 12 GA. WIRE,AND
HOSE 120 AROUND TREE WITH
P.T. WOOD,2 X 4 STAKES
4' PINESTRAW MULCH
EARTHEN DISH TO HOLD WATER
INSTALL PLANT AT LEVEL GRADE
SPECIFIED PLANT MIX
TAMP AND WATER IN TO
REMOVE AIRPOCKETS
EXISTING TOPSOIL FREE
OF L IMEROCK AND DEBRIS
NTS
NOTE: REOlJIRED BARRICADES ARE TO REMAM INTACT THROUGHOUT CONSTRUCTION
EXISTING TREE PROTECTION B,4FRRIC,40P
CABBAGE PALMS UNDER ho'
DO-NOT'NEED "G4Q141NCs.EJF.
NTS
TIE FRONDS VERTICALLY, REMOVE
FRUIT PODS
REMOVE 1/2 FRONDS, GLEAN -UP
FROND BASES
UNIFORMLY CLEANED -UP BOOT SCARS
ON TRUNK"
(3) 3/8' STEEL CABLE W/ HOSE WRAP,
TURNBUCKLE AND MOBILE -HOME
ANCHOR, 4' DEPTH w 120* SPREAD
4' HIGH SAUCER W/ 4' PINESTRAW MULCH
l RAISED GRADE WHERE POSSIBLE
BACKFILL MIX AS SPECIFIED. TAMP AND
WATER INTO PLACE
SET ROOTBALL ON UNDISTURBED SOIL.
CONTRACTOR TO_ BE AWARE MIN. 30' ROOTBALL DIAMETER.
OF POSSIBLE UTILITIES IN AREA
CALL FOR LOCATES BEFORE DIGGING
PALM PL14NTING DETAIL
REMOVE ALL CONSTRUCTION
DEBRIS FROM PLANT BED
PROVIDE POSITIVE DRAINAGE
PLANT AT LEVEL GRADE
3' PINESTRAW MULCH
TAMP AND WATER IN
THOROUGHLY TO REMOVE
AIR POCKETS
SPECIFIED PLANT MIX
ROTO -TILLED INTO SOIL
EXISTING TOPSOIL FREE
OF LIMEROCK AND DEBRIS
SHRUB PLANTiNG DETAIL
NTS
NTS
C=J
LA
EUTHENICS
STUDIO
LAND ARCHITECTURE
COMMUNITY PLANNING
URBAN DESIGN
904 246 6219
904 241 8382 fax
ke I Imoreecomca st.net
FLORIDA REG. NO. 1160
GEORGIA REG. NO. 668
SEAL
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SHEET TITLE
PLANTING
DETAILS
TREE
MiTIGATION
TA5LES
DATE ISSUED
JUNE 11, 2014
REVISIONS
SCALE
1" = 20' 0
NORTH
SHEET
L=
O
LOPMENT PLAN:�
FOR
� in To Lm-,
PAREDFOR,
WEST 1st STREET, ATLANTIC
BEACH, FL 32233
1
lk-
SHEET INDEX
SHEET NO.
DESCRIPTION
1
',COVLR SHEET
2
-EXISTING CONDITIONS PLAN
3
GEOMETRY AND UTILITY PLAN
4
GRADING AND DRAINAGE PLAN
5
--WATER AND SEWER DETAILS
6
GRADING AND DRAINAGE DETAILS
7
TRAaFIC CONTROL PLAN
8
GEN'ER'AL NOTES
9
STORMWATER POLLUTION PREVENTION PLAN
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- °P,> (6.6) (8.3) (8.9)
EXISTING (74) W$„ (8.0)
FIRE HYDRANT o� y
W8,. WB.. 7 98)
W8lr sAN. MH
(5.84) ' ( 3 P=(7.12) 30L 15" HDPE
WEST 1ST STREET (50 ICyW� �, VINTVO- (-���)t/- SAN. MH INV (6.45)E 8 11 8.3i
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(6.04) (6.21) 5,. HOLLY 4s, ,'(OLLY 4" ..OLL:
_ADJUST MANHOLE TO NEW _ - -- — _--
-- -- -- PAVEMENT GRADE (EL. 7.50±) CORE
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ExisnNc 4' BLACK ALU INUM PICKET FENCEJL
A 6" SEWER LATERAL INTO EXISTING
FIRE HYDRANT o1`y MANHOLE AT INV. EL. 5.10±
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10'X10' FLARE (9 DRIVEWAY
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" "" - d&W 10' REAR BUILDING SAN. MH Jj��5)_ 24� WHITE STOP BAR AND
CONNECT TO EXISTING 1 s"- ---------- --� d"ti <e•4a FWATER SERVICE WITH 1" RESTRICTIO LINE ind✓-(�n)c 22' �'�✓�0' 36 STOP SIGN (R1-1)
RPZ BACKFLOW PREVENTER
(WITH FREEZE PROTECTION) _ DOLLY" IirILLY „1rreL `r ILsLL' " HOLLY 3' HI.t_Y— __ , tlOLL�`__ --" t11LLY—_ -- --_
CATV d .. 4 —F M 24"
VERIFY LOCATION OF SEWER MAINS
�yPT N89 30 3 E 990.50 TFL PRIOR TO START OF CONSTRUCTION
W11 I ca�L 7U4c?� 4 °-----
r I
(LB 3612) r r 1 �K � L1Yt'��Y` 4:. , Patrl.�d's' '¢ta' �` �f �A �e ° x_—`_.—`_ X
15' pfY;,;1 ROLLING GATE d I 16' 0j4K25 SIGHT
6. Ah' - — — � — — — -��-- TRIANGLE (TYP.)
W°.
5" Lf! eE OAKS I` } f4� 0` ° 6" SEWER CLEANOUT
16' L.i E {MIPs �` ,., �� pyl" 15i' P;%� � � j
I - �* OAI< I RIGHT OF WAY
€ ^ \ 12 PALM 8' PiivF + � ELECTRIC DROP
ria `�`" PATH OF WATER SERVICE, !
i 0.
C ADJUSTED TO
AVOID TREE ROOTS 2,9' O,?I ... 22 j 5' SIDE (15' COMBINED)
1' - L'fyE r -11, 1 k K .fit 0A d x BUILDING RESTRICTION LINE
�
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LIVE OAK .f�r` 6" PVC SEWER
POND -f// ` \ j LATERAL ® S=0.6%
6' WOOD FENCE ALONG \51 loci)
TALM
SIDE PROPERTY LINE 6° Lit -)A'`
f
CRUSHED I s
SIONE --� BLOCK 13 I
18" ALM 0 SURFACE I i
OMW N WL 5.0 i
1 FIA`.M d I
i" CAS° r ! 5' k- j
a TOB 8.0 24P11vL I
� I
IRRIGATION WELL
7.. 04Elt%?i!0 ;si- 73 43 r. P!i Ls IF\_ �,,(
a
23" 01--X 2,:s UVE=.I� 0 t ° I
BL O r OK 1 2
i { 22'f•'ALr$>� v °' i5,111 II
. 45" LNE MAK 23. OAKI
_-1 w L.v'r CAS Y icN -� UNDERGROUND
O BLOCK 110 1 r` _ .a_. LP TANK
4 I
--W1"GV
- ---- - -- - ------ I II I
STUBOUT ° ~ - 22" PINE ; ��« r1A1�.E ELECTRIC
_ i
AND PLUG --s
6,. 2 ' d �r. Ir LIVE C,,,� ! PLANEL
°
° .. 5' I
4I (OPTIONAL) — — — } a d q,
. ° JiA'C.
BLOCK 70 �s t 10' ROLL—UP
° RD 8' i 2' 'l -w- J �a ! 6" ! I BLOCK 7.4
DOOR
24' I a I CLEANOUT
_ P," ��1Ar'LL 7
2' MIN. OFF L — ; .7.=
j
Maya, TRAVEL,LANES a '
�. 8 X24 LOApING
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9r Yr2L. °. AREA (\ 1" GATE
Z I �- - - - - ----/i VALVE
---- _— — — -- —_`,"
MA, 4
- 1" WATER SUPPLY
.' P:^L1 ,O >�vt t ENTRY LOCATION
MAT': E
24' PERAN 14" MATILE
° I
10 LF STUBOUT 4" .e • �� r I
PVC FOR POSSIBLE I
FUTURE CONNECTION I, i l
Z.
22' PECA?'Al ° y - -- - – —
Z I - CSTONED a
5' SIDEWALK
C1 SURFACE
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4
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tiz 4
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28 ilt P 1 -E Q.
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4
5' SIDE (15' COMBINED) -----._I d
BUILDING RESTRICTION LINE r C
32" C�CAl
18' PALM 13' PAW
14° PALM # 16'PAL 24 LF OF DOUBLE
1 YELLOW CNTERLINE 4
1 ,fry CEDAR --
�' — -
'6' PAL," STUBOUT - R0 6 .'11 4.
AND PLUG 4 ° 1n
POLE & , ° N
ANCHORn %'INO
_—._____ -- — -- — f �$ !'3,' ('r Ii i) T °'`G -'F -i)'•' F° �V ..Ad
-
20' FRONT BUILDING rP ° 4
RESTRICTION LINE N89 40 45 W 942.73 4
CONC. SJr/�'
2' CURB & GUTTER
EXTENT OF SIDEWALK TO REPLACE BEYOND DRIVEWAY ON
EACH SIDE IS BASED ON DISTANCE REQUIRED TO MATCH
GRADE WITH 5% MAXIMUM LONG SLOPE. SAW CUT AT
NEAREST CONSTRUCTION JOINT PER FDOT INDEX 310.
SIDEWALK RAMP PER FDOT INDEX 304, DETAIL
CR F, WITH TACTILE WARNING AT DRIVEWAY
6 WHITE EDGE LINE STRIPE TO R/W LINE (TYP.)
24 STOP BAR AND 36 STOP SIGN (R1-1) AND RIGHT
TURN ONLY" SIGN (R3-5) MOUNTED BELOW
3
ERADICATE EXISTING EDGE LINE AT NEW DRIVEWAY
AND REPLACE WITH 6" WHITE SKIP LINE
ATLANTIC BOULEVARD (STATE ROAD N0. 0)
RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SEC770N 72100
\Users\Bill Shields\Documents\1-Drawinas\ACE. Inc\ACE-ABUF\08-25-14 Urban Farms.dwo. 8/28/2014 5:34:34 PM
GREENHOUSE
(63'x 132')
8,316 SF±
SECURITY ROLLING GATE TO BE
OPEN DURING BUSINESS HOURS
AND SHALL BE OPENED FROM
5
I
I
6' WOOD FENCE ALONG
I SIDE PROPERTY LINE
N
S89 °30 36 "" 47.80" " I
LP
Mriii•.d
INLET
A.SPHAL T
-4' BLACK ALUMINUM PICKET FENCE
`-SIDEWALK RAMP PER FDOT INDEX 304, DETAIL CR -L
MODIFIED WITH TACTILE WARNING AT DRIVEWAY (TYP.)
12" WHITE CROSSWALK STRIPES AT 6' MIN. SPACING
SAW CUT REMOVE EXISTING DRIVEWAY APRON AND CONSTRUCT
TURNOUT PER FDOT INDEX 515, WITH 6" CONCRETE SECTION AS
SHOWN, 2% MAX. SLOPE TO BACK OF CROSSWALK. INSTALL NEW
SIDEWALK AND RADIUS RETURN PER FDOT STANDARDS.
NOTE: LANE CLOSURES MUST MAINTAIN 14 FEET WIDE TRAVEL LANE,
AND NO LANE CLOSURES BETWEEN 7:00 a.m and 9:00 a.m. and
between 3:00 p.m. AND 6:00 p.rn.
SITE DATA SUMMARY:
ZONING: CG
REQUIRED BUILDING SETBACKS: FRONT -20% SIDE - 5' (15' COMBINED), REAR -10'
MAXIMUM BUILDING HEIGHT = 35'
SITE AREA
= 1.27 ACRES
55,440 SF
100%
BUILDING AREA
= 0.19 ACRES
8,316 SF
15.0%
CONCRETE PAVEMENT AREA
= 0.06 ACRES
2,711 SF
4.9%
CRUSHED STONE AREA
= 0.35 ACRES
15,276 SF
27.6%
REAL ESTATE NUMBERS
= 170709-0000, 170710-0000, 170712-0000
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PARKING SPACES PROVIDED = 10
N
W E
sJ
20 0 10 20
p
SCALE IN FEET
PARKING CALCULATION
1. GREENHOUSE /WAREHOUSE
1 SPACE / EA 2 EMPLOYEES AT PEAK SHIFT
(4 EMPLOYEES)
2. OFFICE / RETAIL
1 SPACE / 400 SF (2,000 Sr)
3. HANDICAP SPACE (1)
4. SERVICE VEHICLE(1)"
•v
TOTAL
ADA RAMP D ETALS
SCALE: 1"=10'i
REQUIRED PROVIDED
2 3
5 5
1 1
1 1
9 10
a
="`"7""
"`" L " >®
2' WIDE
\ DETECTABLE
WARNING ,/
GARY A. ABBEY, P.E.
REG. NO. 56819
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FIRE HYDRANT o�y
(5'84) ST 1ST STREET (50'4 W)
(6.24) (6.32) (5.94)
(6.64) 5" HOL i_ i' 4" HOLL Y 4" E1OLLY ^ 4' PI .L,'
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NOT TO SCALE
SECTION D -D
NOT TO SCALE
I C:\Users\Bill Shields\Documents\1-Drawings\ACE, Inc\ACE-ABUF\08-25-14 Urban Farms.dwg, 8/28/2014 5:34:35 PM
'OUT (SEE
CTURAL PLANS
CATIONS)
8" PVC TO
STORM DRAIN
3.1
n �1 (6.6)
(8.3)
(74)
SAN. MF/-
rOP-(712)
-tS lNv-(t :N)+f ST -7 ST -9 SAN. ,�ilr-
M ES MES 7 45IrvW ((O)E)
INV. EL. 4.90
•it L 3 1 aL1.Y " l=ei I.LY
0 CATV_
4
L_.. JPP
N89,30 37"E 190.50' TELA ~
6.20
.B 1048)
VEIN
p CHERRY 4.3. CEDAR • 0
Y "
14' OAK
�X�)24' OAK"
A w1„
12' RAI -
29',
USE EXISTING CONCRETE
MITERED END SECTIONS IF
SUITABLE
ST -6v a 1' IVL OAK SS, /7"P L f1 t I
TYPE "C" INLET 1:" PALM SS``� , (8.-}
TOP EL. 8.00 1 ST -5 MES A'� " 1�' I !}t"`t i ST -4
POND BO TOM I
SLOT EL. 6.30 (6" WEIR) 4 ' t , AX _ INV. EL. 3.50 S
INV. EL. 5.00 j �� � � � EL. ( )2.00 CRUSHED I i TYPE "C" INLET
I STONE ` - TOP EL. 8.00
I I INV. EL. 3.80 (S)
SUMP EL. 4.00 (GROUT FULL) v ; " 'ALM 3 0 /r SURFACE c6 I I INV. EL. 3.60 (N)
ei11 GIAI; NWL 5.0 oo
28 LF I I
! I ,
ULM__. 15F� ' "1" �" Atf 15" HDPE Q�v D.A. 4'
TOB 8.0 ,, `� 0.17 AC
_-TOB _ I I 1
® rah 8.70 00
6-
6,1 ,F'LL8.80 k � 8.50 (8.4)
Q)�� I
l I
X
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53L OCK 12 � I p
9.00
1 D.A. 5
0.31 AC T-3
t . LIVET)�1PE „C„ I LET � " ,. �a" P:"�Lh1 � i 15' PALM
TOP EL. 8.30 23 rr",` �, _Wa. 9.00, i
INV. EL. 4.00
-- BL OCK v
i
r ; ) 9.70 __�
� STUBOUT - - 1 - - = - - - - '�.m_ - - �z., hlr� -- - - =( :, ��" �1�P � ,1 I ! I
AND PLUG 56.. 28 PINE - - 10 L111t OAK ` � 6 C.O.
N - - - -
(OPTIONAL) 8"PVC, ~ I
BLOCK 10 (7.5) RD 8'J +' �,,.�,2 LOIE ��:..a9.00 a:. 8"PVC (, 8"PVC i BLOCK 14
M I r
p 8.60 2�¢.,o P1AE e � I I
i8
13 !"MAPLE
rn I -` °
N co I
a '. (8:1� I I
Q)0.21 AC 9.00
9" MAPLE
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Zmom Em IBM=N-6"PVC-
6MtpE
8.60 Q v i 6"C.Or. I I
.00 -p
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L`
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v
9.00
µ ' TYPE "C" INLET ;CD
21 PECAN JV -ILE TOP EL. 8.30
Ar NV. EL. 4.20I� I REFER. TO PLUMBING
W gin" E'AI43 PLANS FOR ROOF DRAINS
(71� -' AND TRENCH DRAIN
(73) (7.6)D.A.2 TRENCH PIPING UNDER SLAB
10 LF STUBOU 4„
PVC FOR POSS BLE 0.13 - J.(�,} I(9 U) DRAINI I
FUTURE CONNECrION� ) 9.70 I I
_. 9.20
2T" PECAr1 a -6"PVC- - 6"PVC• - - I
x(9.5) � X
RUSHED 6"C.0.
STONES.so '8.5) (7.94)
9.20 s.00SURFACE
1
r)aME M= ME ow somm
GREENHOUSE
X>> tt r (63'x 132') ,� I (a06,
(77) 8,316 SF+ 8. 52,
FFE = 9.75 y y
p a 9.75 I
x I MI ASPHAL T
N C
32' C0AR � T-1 � � I
. �` t . CEDAR
j ti I
TYPE "C" I LET TRENCH
(751 TOP EL. .00 i j D.A. 1 a (g p DRAIN i I (8.24)
- 18'' PALM � r3" PALM
J
INV. EL. .50 f, I
\ 019 AC s.lo 8 PVC �
- 8.40 8.00 1., I
k
16 ;i+;i" CEDAR
C
18,' PALM STUBOUT -�-� RDS � CONNECT ROOF AND TRENCH � �!
POLE UTILIT & -x(7'1) AND PLUG d' . a • . DRAINS TO 8 PVC
o z
°°
ANCHOR �� ( 8.20 N
a7.00 6' CURB TRANSITION TO FLUSH (8. 4665, 1(842)
(6.7) (5.9) LP N89 40'45' W 142.7 4 s.40 ,� �ijf S89 30 36 L47.80' (7.5) (7.5)
17.1
-- -_-_ CONC. S/W °5%44 . <e ° 7:40 .. II• x4
------_----------- - . d d.'
lNLE a'� ^^- n----: - INLET
2' CURB & GUTTER 5.83) 6.10 6.30 (6.63)
s.5o
INSTALL FDOT A CURB TRANSITION
APPROVED INLET DROP CURB TO FLUSH
PROTECTION FLOW LINE INSTALL FDOT
FLOW LINE ELEV. = 6.00 APPROVED INLET
CURB TRANSITION TO FLUSH
ELEV. = 5.70E 6.10
j
ATLANTIC BOU EVARD (STATE ROAD NO. 10)
RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SECTION 72100
FLOW LINE
ELEV. = 6.18E PROTECTION
FDOT GENERAL NOTES:
■ All work performed within the Florida Department of Transportation Right -of -Way shall conform to the most current edition
of the following publications:
- Standard Specifications for Road and Bridge Construction (Current English edition).
- FDOT Standards Index (Current English Edition)
- FDOT Plans Prep Manual (Current Edition)
- FDOT Flexible Pavement Design Manual for New Construction and Pavement Rehabilitation
• Should a conflict arise between the details shown in the plans and the Department of Transportation Standards the Engineer/
PERMITEE shall immediately confer with the Department's Engineer in order to resolve the discrepancy. In no case will
anything less that the Department's minimum standard be allowed.
■ A Department drainage connection permit does not exempt the PERMITEE from meeting all other applicable regulations and
ordinances for stormwater management.
• All traffic striping and markings are to be lead-free, non -solvent based thermoplastic.
a
• Removal of existing striping shall be accomplished using the "hydro -blast" method. If this process damages/scars pavement,
then the pavement shall be milled and resurfaced per FDOT Standards.
• Burning of any material or debris 1s prohibited in FDOT right of way.
• All lanes must be opened for traffic during an evacuation notice of a hurricane or other catastrophic event and shall remain
open for the duration or the evacuation or event.
• All work done in conjunction with the drainage connection permit shall meet and adhere to all general and specific
conditions and requirements contained on the permit.
• Within 15 days after completion of the work authorized by an approved drainage connection permit, the applicant shall
notify the Department in writing of the completion; and for all design work that originally required certification by an
Engineer, this notification shall contain the certification. The certification shall state that work has been completed in
substantial compliance with the Drainage Connection Permit.
• The PERMITEE will be required to reimburse the Department for any expenses (fees, fines, penalties, abatement costs, clean
up, etc.) incurred in the event the permitted's discharge fails to meet the applicable water quality standards or minimum design
and performance standards contrary to the permitted's assurances provided in subsection 14-86.003(3), F.A.C.
• All disturbed area with the Department of Transportation right of way will restored to original or better condition by grading
and sodding the area disturbed (Bermuda in rural, centipede in utility strips).
• All curb and gutter and sidewalk will be removed and replaced joint to joint.
UKUF GU
FLOWLIN
ELEV. = 6.
EXISTING ROADWAY
ADJUST CURB TO J
MATCH DRIVEWAY * NOTE: FLOWLINE ELEVATIONS BETWEEN INLETS
SLOPE TO BE SLOPED CONTINUOUSLY FROM UPSTREAM
TO DOWNSTREAM TO MATCH EXISTING GRADES
SECTION A -A
NOT TO SCALE
i
OUTFALL CONTROL STRUCTURE
MODIFIED TYPE "C" INLET
--I I- 6" WEIR -' --{
TOP EL 8.00 - ° TOP EL 8.00
°
-TT-
0
T FIBERGLASS SKIMMER --,,,,,"J1
° I I °4
1-1 6" WEIR EL 6.30 12" COVER
BOTTOM OF SKIMMER 5.80-
n n 12" HDPE
�-, NWL 5.00 ,7 NWL 5.00 1Z INV.=5.00
L , 6".1 PVC TEE AND 2.8" DIA --I Ir
BLEED; DOWN ORIFICE - SUMP BOT. = 4.00
WITH THREADED CAPS
GROUT SUMP FULL
FRONT VIEW 4 1 SIDE VIEW
NOT TO SCALE 18°x48"x4" CONCRETE NOT TO SCALE
PAD UNDER ORIFICE
POND OUTFALL CONTROL STRUCTURE
R/W
� I
f
» X00 6.00 ...
12" HDPE 12" HDPE ;► . '
MITERED END 4" CONCRETE I 4" CONCRETE
SECTION DITCH PAVING I DITCH PAVING
MITERED END I
SIDE VIEW SECTION
NOT TO SCALE TOP VIEW
NOT TO SCALE
POND OUTFALL DITCH PAVING
N
r
W E
S
20 0 10 20
SCALE IN FEET
GARY A. ABBEY, P.E.
REG. NO. 56819
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TYPE "C" INLET 1:" PALM SS``� , (8.-}
TOP EL. 8.00 1 ST -5 MES A'� " 1�' I !}t"`t i ST -4
POND BO TOM I
SLOT EL. 6.30 (6" WEIR) 4 ' t , AX _ INV. EL. 3.50 S
INV. EL. 5.00 j �� � � � EL. ( )2.00 CRUSHED I i TYPE "C" INLET
I STONE ` - TOP EL. 8.00
I I INV. EL. 3.80 (S)
SUMP EL. 4.00 (GROUT FULL) v ; " 'ALM 3 0 /r SURFACE c6 I I INV. EL. 3.60 (N)
ei11 GIAI; NWL 5.0 oo
28 LF I I
! I ,
ULM__. 15F� ' "1" �" Atf 15" HDPE Q�v D.A. 4'
TOB 8.0 ,, `� 0.17 AC
_-TOB _ I I 1
® rah 8.70 00
6-
6,1 ,F'LL8.80 k � 8.50 (8.4)
Q)�� I
l I
X
°3" L��1 25'° i.tt`c UAi� 8.60 � 8.80 'a`�fl.�'•< , �
53L OCK 12 � I p
9.00
1 D.A. 5
0.31 AC T-3
t . LIVET)�1PE „C„ I LET � " ,. �a" P:"�Lh1 � i 15' PALM
TOP EL. 8.30 23 rr",` �, _Wa. 9.00, i
INV. EL. 4.00
-- BL OCK v
i
r ; ) 9.70 __�
� STUBOUT - - 1 - - = - - - - '�.m_ - - �z., hlr� -- - - =( :, ��" �1�P � ,1 I ! I
AND PLUG 56.. 28 PINE - - 10 L111t OAK ` � 6 C.O.
N - - - -
(OPTIONAL) 8"PVC, ~ I
BLOCK 10 (7.5) RD 8'J +' �,,.�,2 LOIE ��:..a9.00 a:. 8"PVC (, 8"PVC i BLOCK 14
M I r
p 8.60 2�¢.,o P1AE e � I I
i8
13 !"MAPLE
rn I -` °
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a '. (8:1� I I
Q)0.21 AC 9.00
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.00 -p
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L`
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9.00
µ ' TYPE "C" INLET ;CD
21 PECAN JV -ILE TOP EL. 8.30
Ar NV. EL. 4.20I� I REFER. TO PLUMBING
W gin" E'AI43 PLANS FOR ROOF DRAINS
(71� -' AND TRENCH DRAIN
(73) (7.6)D.A.2 TRENCH PIPING UNDER SLAB
10 LF STUBOU 4„
PVC FOR POSS BLE 0.13 - J.(�,} I(9 U) DRAINI I
FUTURE CONNECrION� ) 9.70 I I
_. 9.20
2T" PECAr1 a -6"PVC- - 6"PVC• - - I
x(9.5) � X
RUSHED 6"C.0.
STONES.so '8.5) (7.94)
9.20 s.00SURFACE
1
r)aME M= ME ow somm
GREENHOUSE
X>> tt r (63'x 132') ,� I (a06,
(77) 8,316 SF+ 8. 52,
FFE = 9.75 y y
p a 9.75 I
x I MI ASPHAL T
N C
32' C0AR � T-1 � � I
. �` t . CEDAR
j ti I
TYPE "C" I LET TRENCH
(751 TOP EL. .00 i j D.A. 1 a (g p DRAIN i I (8.24)
- 18'' PALM � r3" PALM
J
INV. EL. .50 f, I
\ 019 AC s.lo 8 PVC �
- 8.40 8.00 1., I
k
16 ;i+;i" CEDAR
C
18,' PALM STUBOUT -�-� RDS � CONNECT ROOF AND TRENCH � �!
POLE UTILIT & -x(7'1) AND PLUG d' . a • . DRAINS TO 8 PVC
o z
°°
ANCHOR �� ( 8.20 N
a7.00 6' CURB TRANSITION TO FLUSH (8. 4665, 1(842)
(6.7) (5.9) LP N89 40'45' W 142.7 4 s.40 ,� �ijf S89 30 36 L47.80' (7.5) (7.5)
17.1
-- -_-_ CONC. S/W °5%44 . <e ° 7:40 .. II• x4
------_----------- - . d d.'
lNLE a'� ^^- n----: - INLET
2' CURB & GUTTER 5.83) 6.10 6.30 (6.63)
s.5o
INSTALL FDOT A CURB TRANSITION
APPROVED INLET DROP CURB TO FLUSH
PROTECTION FLOW LINE INSTALL FDOT
FLOW LINE ELEV. = 6.00 APPROVED INLET
CURB TRANSITION TO FLUSH
ELEV. = 5.70E 6.10
j
ATLANTIC BOU EVARD (STATE ROAD NO. 10)
RIGHT OF WAY VARIES PER FDOT R/W TRANSFER MAP SECTION 72100
FLOW LINE
ELEV. = 6.18E PROTECTION
FDOT GENERAL NOTES:
■ All work performed within the Florida Department of Transportation Right -of -Way shall conform to the most current edition
of the following publications:
- Standard Specifications for Road and Bridge Construction (Current English edition).
- FDOT Standards Index (Current English Edition)
- FDOT Plans Prep Manual (Current Edition)
- FDOT Flexible Pavement Design Manual for New Construction and Pavement Rehabilitation
• Should a conflict arise between the details shown in the plans and the Department of Transportation Standards the Engineer/
PERMITEE shall immediately confer with the Department's Engineer in order to resolve the discrepancy. In no case will
anything less that the Department's minimum standard be allowed.
■ A Department drainage connection permit does not exempt the PERMITEE from meeting all other applicable regulations and
ordinances for stormwater management.
• All traffic striping and markings are to be lead-free, non -solvent based thermoplastic.
a
• Removal of existing striping shall be accomplished using the "hydro -blast" method. If this process damages/scars pavement,
then the pavement shall be milled and resurfaced per FDOT Standards.
• Burning of any material or debris 1s prohibited in FDOT right of way.
• All lanes must be opened for traffic during an evacuation notice of a hurricane or other catastrophic event and shall remain
open for the duration or the evacuation or event.
• All work done in conjunction with the drainage connection permit shall meet and adhere to all general and specific
conditions and requirements contained on the permit.
• Within 15 days after completion of the work authorized by an approved drainage connection permit, the applicant shall
notify the Department in writing of the completion; and for all design work that originally required certification by an
Engineer, this notification shall contain the certification. The certification shall state that work has been completed in
substantial compliance with the Drainage Connection Permit.
• The PERMITEE will be required to reimburse the Department for any expenses (fees, fines, penalties, abatement costs, clean
up, etc.) incurred in the event the permitted's discharge fails to meet the applicable water quality standards or minimum design
and performance standards contrary to the permitted's assurances provided in subsection 14-86.003(3), F.A.C.
• All disturbed area with the Department of Transportation right of way will restored to original or better condition by grading
and sodding the area disturbed (Bermuda in rural, centipede in utility strips).
• All curb and gutter and sidewalk will be removed and replaced joint to joint.
UKUF GU
FLOWLIN
ELEV. = 6.
EXISTING ROADWAY
ADJUST CURB TO J
MATCH DRIVEWAY * NOTE: FLOWLINE ELEVATIONS BETWEEN INLETS
SLOPE TO BE SLOPED CONTINUOUSLY FROM UPSTREAM
TO DOWNSTREAM TO MATCH EXISTING GRADES
SECTION A -A
NOT TO SCALE
i
OUTFALL CONTROL STRUCTURE
MODIFIED TYPE "C" INLET
--I I- 6" WEIR -' --{
TOP EL 8.00 - ° TOP EL 8.00
°
-TT-
0
T FIBERGLASS SKIMMER --,,,,,"J1
° I I °4
1-1 6" WEIR EL 6.30 12" COVER
BOTTOM OF SKIMMER 5.80-
n n 12" HDPE
�-, NWL 5.00 ,7 NWL 5.00 1Z INV.=5.00
L , 6".1 PVC TEE AND 2.8" DIA --I Ir
BLEED; DOWN ORIFICE - SUMP BOT. = 4.00
WITH THREADED CAPS
GROUT SUMP FULL
FRONT VIEW 4 1 SIDE VIEW
NOT TO SCALE 18°x48"x4" CONCRETE NOT TO SCALE
PAD UNDER ORIFICE
POND OUTFALL CONTROL STRUCTURE
R/W
� I
f
» X00 6.00 ...
12" HDPE 12" HDPE ;► . '
MITERED END 4" CONCRETE I 4" CONCRETE
SECTION DITCH PAVING I DITCH PAVING
MITERED END I
SIDE VIEW SECTION
NOT TO SCALE TOP VIEW
NOT TO SCALE
POND OUTFALL DITCH PAVING
N
r
W E
S
20 0 10 20
SCALE IN FEET
GARY A. ABBEY, P.E.
REG. NO. 56819
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METER BOX &
PAVEMENT i- CURB
CORPORATION STOP REWIRED ON ALL 10" IN CURB STOP CONNECTION TO BE
WATER MAIN CONNECTIONS AND SERVICES MADE BY PLUMBER
30' MIN. REGARDLESS OF SIZE.
METER
--Ids : — _
PVC (SCH40) UNDISTURBED SOIL
0 22.5'
- 4 -
SET METER ON UNDISTURBED
OR COMPACTED SOIL
DISTRIBUTION MAIN
NOTES:
1) METER TO BE LOCATED IN THE STREET RIGHT-OF-WAY, TWO FEET
OUTSIDE OF THE PROPERTY UNE AND TWO FEET INSIDE OF THE
PROLONGATION OF ONE OF THE SIDE PROPERTY LINES.
2) LOCATING WIRING & WARNING TAPE REWIRED ON SERVICES & WATER
MAINS. SEE SHT. 7
3) NO OPEN WT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY
IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY THE ENGINEER.
SERVICE METER INSTALLATION
N.T.S
FILL VOID AREAS WITH
PRECAST MANHOLE NON -SHRINK GROUT
BASE
MANHOLE INVERT
GRAVITY SEWER PIPE
PVC SAND SLEEVE/COUPLING
(SAME SDR AS PIPE)
PVC SAND SLEEVE
. I_
I I—III=III EPTH VARIES III—I 117
30" MIN.
36' MIN. UNDER PAVING ' I- I I PROPSED WATER MAN
FULL LENGTH OF EXISTING UTILITY PIPE SDE & TYPE VARIES.
PIPE CENTERED
AT CROSSING.
SEE NOTES. +
-MAXIMUM BOX OF MANUFACTURER'S
SEE NOTES RECOMMENDATION FOR JOINT DEFLECTION.
I I—
MIN. HORIZONTAL LENGTH REQUIRED AS PER MANUFACTURER -1 I I—I I (= MIN. HORIZONTAL LENGTH REWIRED AS MANUFACTURER
NOTES:
1. IF EXISTING UTILITY PIPE IS A WATER MAIN
6 -INCHES OF SEPARATION IS REQUIRED.
2. IF EXISTING UTILITY PIPE IS A FORCE MAIN, SANITARY SEWER, RECLAIMED
WATER MAIN OR STORM SEWER, 18 INCHES OF SEPARATION IS REWIRED. IF
THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C900, C905 OR 0.1. PIPE,
SEPARATION CAN BE REDUCED TO 6 -INCHES. A FULL LENGTH OF PIPE SHALL
BE CENTERED UNDER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT
SPACING FOR ALL CROSSINGS.
3. LOCATING WIRING REQUIRED. SEE SHT. 7.
ADJ. UNDER EXIST. UTILITIES
(,PIPE DEFLECTION)
N.T.S.
MAXIMUM CORE HOLE SIZE CHART
TO ACCOMMODATE PVC SAND COUPLING
OR DUCTILE IRON SLEEVE
PIPE SIZE
MAX. CORE
HOLE SIZE
PIPE
MATERIAL
6"
10"
PVC/HDPE
8"
12"
PVC/HDPE
10"
14"
PVC/HDPE
12"
16"
PVC/HDPE
15"
18"
PVC/HDPE
CO
16"
22"
PVC/HDPE
20"
26"
PVC/HDPE
24"
30"
PVC/HDPE
30"
36"
PVC/HDPE
36"
42"
PVC/HDPE
42"
48"
PVC/HDPE
MANHOLE IS TO BE REFURBISHED AS
NECESSARY AND SHALL BE GIVEN
TWO COATS OF BITUMINOUS
WATER -PROOFING MATERIAL PER
SEAL W/ COAL TAR MASTIC OR JEA STANDARDS
PREMOLDED PLASTIC JOINT DIA OF MANHOLE VARIES
SEALER (2 PLACES PER JOINT) VARIES W/ MANHOLE DIA
SEE S-17 FOR DETAILS
6" (MIN) EXTERIOR JOINT TAPE GROOVE TO BE FORMED rea
APPLIED OVER PRIMER (TYP) WITH AN ACCURATE 6" (TYP)
°;'
BELL RING FORM
y s
- rn
#4-6" OC. E.W.
POURED IN RLACE 4,000 LB'
P.S.I. CONCRETE PAD
MANHOLE BOTTOM
MANHOLE PIPE CONNECTION DETAIL
JANUARY 2014 1 PLATE S-15
INITIAL
BACKFILL
HAUNC
NAL BACKFILL
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SUITABLE
FOUNDATION
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-_III �Foel_i_. BY DESIGN ENGINEER = 24 FOR PIPE DIAMETERS 54 AND 60
STRUCURAL BACKFILL TOTAL MINIMUM COVER INCLUDES 6" OF
4j (COMPACTED CLASS I, STRUCTURAL BACKFILL ABOVE THE PIPE
` II, OR III MATERIAL) CROWN AND THE FINAL FILL
s
TYP. HDPE PIPE BEDDING DETAIL
NOT TO SCALE
1 1
I-1
-1
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PROPOSED WATER MAN
SIZE & TYPE VARIES
FULL LENGTH
OF PIPE
CENTERED AT SEE NOTE #4
CROSSING
SEE NOTES
NOTES -
EXISTING UTILITY PIPE
]o' MK
3e WL UMM PAVM
JAAXIMUI BOX OF MANUFACTURER'S
RECOMMENDATION FOR JOINT DEFLECTION.
LENGTH REQUIRED AS PER MANUFACTURER MIN. HORIZONTAL LENGTH REQUIRED AS PER MANUFACTURER
VERTICALLY TO AVOID OBSTRUCTION. I 9' MIN. 9' MIN. I TO DEFLECT PIPE VERTICALLY TO AVOID OBSTRUCTION. I
I I
NOTES: I
1. IF EXISTING UTILITY PIPE 15 A WATER MAIN
6 -INCHES OF SEPARATION IS REQUIRED.
2. IF EXISTING UTILITY PIPE IS A FORCE MAIN, SANITARY SEWER, RECLAIMED
WATER MAN OR STORM SEWER, 18 INCHES OF SEPARATION IS REWIRED. IF
THIS IS IMPRACTICAL AND EXISTING UTILITY MAN IS C900, C905 OR D.I. PIPE,
SEPARATION CAN BE REDUCED TO 6 -INCHES. A FULL LENGTH OF PIPE SHALL
BE CENTF3tO OVER EXISTING UTILITY MAN TO PROVIDE MAXIMUM JOINT
SPACING FOR ALL dROSSINGS.
3. LOCATING WIRING REQUIRED. SEE SHT. 7.
4. DEPTH OF BURY TO BE 36' MINIMUM IN PAVED AREAS MEASURED FROM
FINISHED GRADE DEPTH OF BURY TO BE 30" MINIMUM N UNPAVED AREAS,
ADJ. OVER EXIST. UTILITIES
PIPE DEFLECTION
N.T.S.
6" WIDE X 6" THK.
CONC. COLLAR SLOPE
4 -SIDES
PAVING
LIMEROCK - P
COMPACTED TO
MIN. 98% MAX.
DENSITY PER
A.A.S.H.T.O. T180
LIFTS NOT TO d o d
EXCEED 6" WHEN
COMPACTED. d C7
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LABELED "SEWER"
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'.: ILII -1111-1111
STD. CLEANOUT COVER
W1 THREADED PLUG
1" CONCRETE
6"X6" WYE
BRANCH
6" P.V.C. 45 DEG. EL
45-
6" P.V.C.
P.V.C. STOPPER
CLEANOUT DETAIL
12" MIN.
BOTH SIDES
ACCEPTABLE BACKFILL
MAT'L COMPACTED TO
98% MAX. DENSITY
A.A.S.H.T.O. T180
NOTE: THIS STANDARD IS TO BE USED ONLY WHEN EXISTING
CONDITIONS REQUIRED LESS THEN THE STANDARD
12" OF COVER & WHEN IT IS SHOWN THAT TRAFFIC
LOADS WILL NOT DAMAGE THE PIPE.
SPECIAL APPROVAL BY CITY ENGINEER IS
REQUIRED FOR USE OF THIS STANDARD.
D-804 CULVERT PLACEMENT WITH
L SS THAN 12" COVER
NOT TO SCALE
N.T.S.
24"
3" (TYP.)
.w #4 REINF. BAR (TYP.)
COVER
PRE -CAST CONC.
COLLAR FINISHED
GRADE
24"CONCRElE6" THK
c�
a CO COLLAR
a
i VALVE
5
6$
MECHANICAL RESTRAINED
JOINT � JOINT
PIPE
UNDISTURBED
EARTH NO. 57
STONE
NOTES:
1. PRE -CAST CONCRETE COLLAR SHALL BE FLUSH WITH GRADE, AND SHALL BE
INCLUDED AS PART OF THE COST OF EACH WATER VALVE.
2. LOCATING WIRING REQUIRED. SEE SHT. 7.
VALVE BOX DETAIL
N.T.S.
j
REDUCED PRESSURE
ZONE ASSEMBLY —
BACKFLOW PREVENTER
WATTS 9 2 QT SHOWN
N.T.S.
GARY A. ABBEY, P.E.
REG. NO. 56819
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NOTE:
ALL SIDE SLOPES SHALL BE REGRADED AS
NEEDED AT MES'S AND UNTIL A PERMANENT
GRASS COVER IS ESTABLISHED ALONG ENTIRE
POND BANK DOWN TO THE DESIGN NWL.
TOP OF BANK ELEVATION
8.0
25 yr. STORM WATER ELEV.
7.7
3 yr. STORM WATER ELEV.
7.2
MEAN ANNUAL STORM WATER ELEV.
6.9
NORMAL WATER LEVEL
5.0
SLOPE CHANGE FROM 4:1 TO 3:1
3.0
BOTTOM OF POND ELEVATION
(-)2.0
Slope To
Fit driveway -
I
NOTE: PIPE HOLE
IS TAPERED FROM
A TOB
.a.
POND TYPICAL SECTION "B -B"
NOT TO SCALE
4"
SPECIFICATIONS:
1. BASE SLAB #4 BARS ® 9"
O.C.E.W. WALLS #4 BARS Q 9"
O.C.E.W.
2. 4,000 P.S.I. CONCRETE
15" RCP
4" 2'-61/2- TOP _
21"
15" CMP
r-6" BOTToM
17"
18" RCP
25"
a
18" CMP
18"
19-1/2"
24" CMP
25"
26"
A\s
®
6"
DF -
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1'-6"
1/2" TRANSITION LINE
2'-10"
2'-4"
8"
6"
FROM TOP TO BOTTOM
7'-0"
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2'-8"
6"
5"
4.5"
1V
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3'-1"
m
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5"
10'-0"
10'-3.5"
30"
3'-6"
3'-2"
G
a
4"
SPECIFICATIONS:
1. BASE SLAB #4 BARS ® 9"
O.C.E.W. WALLS #4 BARS Q 9"
O.C.E.W.
2. 4,000 P.S.I. CONCRETE
15" RCP
20"
21"
15" CMP
15-1/2"
17"
18" RCP
25"
26"
18" CMP
18"
19-1/2"
24" CMP
25"
26"
ECAST MITERED END CITY OF N.T.S. PLATE D-429
DRIVEWAY CULVERTS JACKSONVILLE DATE DRAWN 7-12-79
STANDARD REVISED DATE 5-12-94
—12" GRID
CENTERLINE OF
PARKING SPACE
HANDICAP PARKING SYMBOL
NOT TO SCALE
{ \I IcAr<\Rill ChiAlrl<\flr.riimo,tc\1 _flraunnnc\0('F l.,r\A/'F-ORI IF\!1R_7S-ldllrhan Fa.mcrl.n.n A/7R/�llld S2d2R PAA
4'
2" x 2" x 1/4 ANGLE IF
SEAT
i
PIPE MUST NOT BE IN
CONSTRUCTION
JOINT
MINIMUM BEAR.—
CAPACITY 2000 PSF
co
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2. THE POSTS AND BRACKETS WILL BE
PER FDOT
STANDARD INDEX 11860 AND 11861.
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A\s
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—12" GRID
CENTERLINE OF
PARKING SPACE
HANDICAP PARKING SYMBOL
NOT TO SCALE
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4'
2" x 2" x 1/4 ANGLE IF
SEAT
i
PIPE MUST NOT BE IN
CONSTRUCTION
JOINT
MINIMUM BEAR.—
CAPACITY 2000 PSF
co
m
co
MESSAGE AND BORDER ON A RED BACKGROUND.
2. THE POSTS AND BRACKETS WILL BE
PER FDOT
STANDARD INDEX 11860 AND 11861.
2" x 2" x 1/4"
F
G
H
101, P-2'
P
NOT ITO SCALE
PLAN NOTE: CONC. DESI 3N
8" 2'-0" 8" STRENGTH 4000 P.S.I.
.L EXPOSED CORNERS
D EDGESTO BE
IAMFERED 3/4"
SECTION
1@12"0..B.W.
8"
GROUTED OR "RAM-NEK"
JOINTS WHERE REQUIRED
NWe]to
LETS TO H VE
)URED IN ERTS
TYPE ' C' INLET DETAIL
NOT TO SCALE
HANDICAP PARKING SIGN
POST MOUNTED (TYP.)
a ®. X 4 ACCESSIBLE
SIDEWALK WIDTH a ,'d N
VARIES, SEE PLAN q p d R.OU TE
-MAX.2% _ 6" WHITE
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J W W
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0- cD 04:2 m m
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6 u
2'1� WHITE
BLUE LINE---��--WHITE LINE 3 EACH WHITE
6" DIAGONALS @ 60'
6" EQUALLY SPACED
GENERAL NOTES:
1. CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8 INCHES.
2. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 OR 8%.
3. SEE GRADING PLAN FOR SPOT ELEVATIONS.
4. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE AINTED WHITE.
HANDICAP SYMBOL SHALL BE 5 FEET HIGH.
5. TOP PORTION OF HANDICAP SIGN SHALL HAVE A REFLECTIVE
BLUE BACK GROUND WITH WHITE REFLECTIVE SYMBOL AND
BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACK GROUND WITH BLACK OPAQUE LEGEND AND BORDER.
HANDICAP PARKING SPACE DETAIL
NOT TO SCALE
PORTLAND CEMENT
6„ CONCRETE, 4000 PSI
WITH FIBERMESH
CD C!
N
12" STABILIZED
SUBBASE, LBR 40
CONCRETE PAVEMENT SECTION
NOT TO SCALE
1/2" MASTIC 1/4" RADIUS HAND TOOLED
1/2" CAULKING PRESSURE TREATED WOOD
a e
v.
EXISTING SIDEWALK `—NEW SIDEWALK
NOTE: NEW SIDEWALK TO BE FLUSH
WITH EXISTING SIDEWALK.
CONNECT TO EXISTING SIDEWALK SECTION
4'
1
4,. / 4„
6x6 10/10 WWM
CV
6"
SIDEWALK WITH TURNDOWN SECTION
WIDTH AS NOTED
<1 \
4 W
e. 4 Q �
• a .
FLAT SIDEWALK SECTION
NOTES:
1. CONCRETE SHALL BE 3000 PSI, MIN. SLUMP 5".
2. SAW CUT CONTROL JOINTS AT SPACING EQUAL TO
WIDTH OF SIDEWALK.
3. INSTALL EXPANSION JOINT AT EVERY FOURTH
CONTROL JOINT (25' MAX.).
SIDEWALK SECTIONS
NOT TO SCALE
7"
DROP CURB 6„
eo
10\
co
:.�..: o
V-6" 6" WHEN PVM'T. SLOPES
AWAY FROM CURB
18" CURB AND GUTTER DETAIL
NOT TO SCALE
a
r
SIDE VIEW
6" REVEAL
VUA/PARKING
� a
P
A
00 PARKING BY iD $ M 27 32"
DISABLED Do g 3-1 2"
PERMIT = FINISHED
ONLY GRADE 8
POST SECTION
X250 EN
�L
a
n�
0 SIGN MOUNTING HEIGHT SHALL CONC.
BE 7'-0" ABOVE FINISHED
GRADE TO BOTTOM OF SIGN ,
SIGN DETAIL
POST
5/16" MACHINE SCREW
OR BOLT
WASHERLOCK
SIGN
MOUNTING DETAIL
IVV ICJ.
1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND
WITH WHITE REFLECTIVE SYMBOL AND BORDER.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND
WITH BLACK OPAQUE LEGEND AND BORDER.
3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND
WITH REFLECTIVE WHITE LEGEND AND BORDER.
HANDICAP SIGN AND POST DETAILS
NOT TO SCALE
TOP VIEW
—{ C
E
1/2" CHAMFER
B F G
D E
TABLE OF DIMENSIONS
NOTES:
1. THE STOP SIGN SHALL BE OCTAGON WITH WHITE
MESSAGE AND BORDER ON A RED BACKGROUND.
2. THE POSTS AND BRACKETS WILL BE
PER FDOT
STANDARD INDEX 11860 AND 11861.
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6"
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2'-4"
8"
6"
6'-10°
7'-0"
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2'-8"
6"
5"
4.5"
M
2'-0"
3'-6"
3'-1"
(0 Z
STOP SIGN DETAIL
NOT TO SCALE
END VIEW
E
Lm G
1/2" CHAMFE H
K
J�L
D F D
A _
CONCRETE: 4,000 P.S.I.
STEEL: #4 @ 12" E. W., WITH 1 #6
OVER PIPE OPENING.
(2" CLEARANCE OVER STEEL,
REINF. BARS, 1/2" TOLERANCE).
RCP/CMP
A
B
C
D
E
F
G
H
J
K
L
M
N
15" - 18"
2'-7"
2'-1"
6"
6"
6.75'
1'-6"
V-7"
2'-10"
2'-4"
8"
6"
6'-10°
7'-0"
24"
2'-11"
2'-8"
6"
5"
4.5"
1'-11"
2'-0"
3'-6"
3'-1"
7.5"
5"
10'-0"
10'-3.5"
30"
3'-6"
3'-2"
6"
6"
5.5"
2'-5"
2'-6.5"
3'-9"
3'-5"
7"
5"
11'-5"
11'-8.25'
36"
4'-1"
3'-10"
6"
7"
5.5"
2'-9"
3'-0"
4'-6"
4'-0"
6"
6"
14'-0"
14'-4.5"
n
A
MITERED END SECTION DETAIL
NOT TO SCALE
HEADER CURB
6" CRUSHED CONCRETE BASE
12" STABILIZED SUBGRADE, LBR 30
MAX. DENSITY - AASHTO T-180)
DRIVE AREA SECTION ev
NOT TO SCALE
GARY--A-.ABBEY, P.E.
REG. NO. 56819
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GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF
CITY OF ATLANTIC BEACH STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS.
THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE RECOMMENDATIONS
SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT BY LEGACY ENGINEERING IF MORE
STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS.
2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF
O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTORS HALL BE WHOLLY RESPONSIBLE FOR ANY
INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING
THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A.
REGULATIONS AND THE FLORIDA TRENCH SAFETYACT MUST BE INCLUDED IN THE CONTRACTORS
BID.
.I
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING
THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT
OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB -SURFACE, WHICH MAY AFFECT
THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED.
FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER
THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE
ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO
AID IN RESOLVING POSSIBLE FUTURE COMPLAINTSTHAT MAY OCCUR DUE TO THE
CONSTRUCTION OF THE PROJECT.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION
OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF
UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF
OFF SITE BORROW THAT WILL BE REQUIRED.
5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER
AND THE CITY OF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE
BY THE OWNER AND THE CITY OF ATLANTIC BEAC
6. ELEVATIONS ARE BASED ON N.A.V.D. 1988 DATUM, AS DETERMINED BY RICHARD A. MILLER
PROFESSIONAL LAND SURVEYORS, INC., JOB NO. 2014-27, DATED 02-03-14.
7. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY RICHARD A. MILLER PROFESSIONAL
LAND SURVEYORS, INC., JOB NO. 2014-27, DATED 003-14.
8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM
MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS.
THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEf ENT AREAS AND IN ALL UTILITY TRENCHES
LOCATED IN PAVEMENT AREAS CONCRETE TESTIN,G AND ALL OTHER MATERIAL TESTING. PRIOR
TO LIMEROCK PLACEMENT, THE PROJECT GEOTEC�NICAL ENGINEER SHALL MAKE
RECOMMENDATION FOR UNDERDRAIN PLACEMENT.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND
INSURANCE REQUIRED FOR THE PROJECT INCLUD3NG CITY OF ATLANTIC BEACH RIGHT-OF-WAY
PERMITS FOR WORK IN THE CITY OF ATLANTIC BEICH RIGHT-OF-WAY OR EASEMENT.
10. THE CONTRACTOR SHALL COORDINATE THE WORK_ WITHIN CITY OF ATLANTIC BEACH OR STATE
RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF
CONSTRUCTION AND REPAIR.
11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL
"UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE.
12. "AS -BUILT" DRAWINGS - AS-BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST. JOHNS RIVER
WATER MANAGEMENT DISTRICT ARE REQUIRE,Q�TQ BE SIGNED AND SEALED BY A FLORIDA
REGISTERED LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
CONTRACT WITH A LAND SURVEYOR REGISTERED, IN THE STATE OF FLORIDA FOR THE
PREPARATION, FIELD LOCATIONS, CERTIFICATION.AND SUBMITTAL OF "AS -BUILT" DRAWINGS IN
ACCORDANCE WITH CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PR CESS THE "AS -BUILT" DRAWINGS FOR APPROVAL
BY THE CITY OF ATLANTIC BEACH.
SUBMITTAL OF AS -BUILT SITE SURVEY, INCLUDING BENCHMARKS, IS REQUIRED PRIOR TO SCHEDULING
A FINAL INSPECTION OF THE BUILDING BY THE BUILDING DEPARTMENT OR THE FIRE MARSHALL.
13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS.
IN THE EVENT OF ANY CONFLICT WHATSOEVER, TqE CONTRACTOR SHALL NOTIFY THE ENGINEER
AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION.
14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL_ROADWAY, UTILITIES, DITCHES, AND BERMS
INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR
EASEMENTS SHALL BE CONSIDERED AS PART OF TE PROJECT.
15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY
OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL
COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT.
I
16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS.
IF A MONUMENT IS DISTURBED, THE CONTRACTORSHALL CONTRACT WITH THE SURVEYOR OF
RECORD FOR REINSTALLATION OF THE MONUMENT T.
17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SH LL BE DISPOSED OF OFF-SITE BY
CONTRACTOR.
18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIA,$ SHALL BE REMOVED FROM THE SITE BY THE
CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER.
19. ALL EXISTING TREES TO REMAIN SHALL BE PRESEVED AND PROTECTED.
20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL NOT BE ALLOWED BY
CITY OF ATLANTIC BEACH FIRE MARSHALL.
21. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED
NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE
PREPARATION OF THE ROADWAY SUB -BASE.
22. PROVIDE CONTRACTION JOINTS AT 6' O.C. AND EX ANSION JOINTS AT 24' O.C. ON ALL
EXTERIOR SIDEWALKS AND CURBING.
23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F D.0 T. STANDARD INDEX 600, LATEST EDITION.
24. ALL SIGNING AND PAVEMENT MARKINGS SHALL B JIN ACCORDANCE WITH F.D.O.T. STANDARD
INDEXES 11860, 17346, AND 17352.
25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAY/SITE
DEVELOPMENT SHALL BE REMOVED BY THE CON TCTOR UTILIZING THE HYDRO -BLASTING METHOD.
26. ALL PAVEMENT STRIPING SHALL BE THERMOPLAS IC (LEAD-FREE) IN ACCORDANCE
WITH CITY OF ATLANTIC BEACH STANDARDS.
27. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO
ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION.
\I Icar<\Rill Shialri,\flnrnrn ant<\1 Ilra�n,innc\Arp i-\ IF\OR-J5-1411 rhan Farm, Thorn R/7R/7fn4 1-R4 4n PM
UTILITY NOTES:
1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE
DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE
LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS
AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO
COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL
LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY.
THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE
CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING
UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY
FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS, PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS
AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT.
2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE
ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY OF ATLANTIC BEACH,
AND PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE.
3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED
TO CONFORM WITH CITY OF ATLANTIC BEACH REQUIREMENTS AND SHALL BE CONSTRUCTED TO
CONFORM WITH CURBING, PROPERTY LINES, BANK SLOPES AND LOW POINTS AS SHOWN ON THE
PLANS.
4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND
FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE.
5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES.
6. ALL DRAINAGE PIPE JOINTS IN CITY OF ATLANTIC BEACH DRAINAGE EASEMENTS, DRAINAGE
EASEMENTS BETWEEN ONSITE BUILDINGS, DRAINAGE RIGHT-OF-WAYS AND UNDER PUBLIC
PAVED ROADS ARE TO BE FILTER -WRAPPED.
7. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR
BETWEEN EACH LAYER OF BRICK, OR REUDI-MIX CONCRETE WITH#57 STONE.
8. UNSUITABLE MATERIALS WIDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE
REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED.
9. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR
PAVEMENT.
10. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE
ACCOMPLISHED ACCOMPLISHED BY AND UNDERGROUND UTILITY CONTRACTOR LICENSED
UNDER THE PROVISIONS OF CHAPTER 482 FLORIDA STATUTES.
11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF. INVERT ELEVATIONS OF ALL
SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS
SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS -BUILT"
DRAWINGS FOR THIS PROJECT.
12. ALL'SEWEQR&AINS SHALL BE PVC (ASTM,3034) SDR -35 FOR DEPTHS TO 15 FEET, SDR -26 FOR
DEPTHS 15OR`=Q ELER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. FORCE MAINS TO BE
PVC - SDR -18 PIPE UNLESS OTHERWISE NOTED.
r
13. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER
FOOT AND SHALL BE TERM INATE D`AT_TQE RIGHT-OF-WAY LINE WITH A DEPTH OF 48" UNLESS
OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN.
14. WATER MAINS SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE, UNLESS
SPECIFICALLY REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
15. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS N.S.F.P.W. AND
SHALL BE SO MARKED.
16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED
UNTIL FINISHED WORK IS COMPLETE.
17. HORIZONTAL SEPARATION BETWEEN WA>"EFv1AINS, VALVES, FITTINGS AND SANITARY OR,STORM
SEWER SHALL BE A MINIMUM OF 10 FEET OR (ACCORDANCE WITH THE F.D.E.P. REGULATIONS.
18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET
HORIZONTAL SEPARATION, FULL -UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. SDR -18 AWWA
C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER) WILL BE USED WITH THE
JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF
OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES.
IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET
OF SEPARATION WHERE POSSIBLE.
19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH
A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY
PIPE (I.E. SDR -18 AWWA C-900 FOR NEWLY INSTALLED SEWER & SDR -18 AWWA C-900 WATER)
WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF CROSSING. THE
CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL
SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT
POSSIBLE WILL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO
HAVE THE WATER MAIN ABOVE THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION.
20, A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE
POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF
CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS.
21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED
AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH
DEPARTMENT, DUCTILE IRON PIPE, FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL
SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST
100 FEET BEYOND ANY DISCOVERED SOLVENT.
22. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO
SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK ON THE
RECORD OR AS -BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE
BACTERIOLOGICAL SAMPLE LAB SHEETS.
23. THE RECORD OR AS -BUILT DRAWINGS SUBMITTED AT THE TIME OF REQUEST FOR A LETTER OF
RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL
CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) LINES AT ALL CROSSING AND
PARALLEL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS THAN 10 FEET. IN ADDITION, THE
CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE
DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURES CLEARLY DEPICTED
IN CASES WHERE A MINIMUM OF -18 INCHES OF VERTICAL CLEARANCE BETWEEN THE WATER AND
SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE.
24. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY
STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES.
25. UNLESS OTHERWISE NOTED, ALL OFF-SITE WATER MAIN TO BE PVC AWWA DR18, C-900 AND ALL
ON-SITE WATER MAIN 4" AND GREATER SHALL BE DR18, AWWA C-900. ALL ON-SITE WATER MAIN
2" OR SMALLER SHALL BE SCHEDULE 40 AND N.F.S.P.W. RATED.
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26. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL
JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY
TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400
PSI TEST PRESSURE.
27. FIRE HYDRANTS SHALL BE UTILITY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE
PAINTED PER THE CITY OF ATLANTIC BEACH STANDARDS.
28. ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF
WATER AND SEWAGE FORCE MAINS.
29. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2
HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING
POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN
PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C-651, AND CLEARED FOR
SERVICE THE ENGINEER AND THE CITY OF ATLANTIC BEACH REPRESENTATIVE MUST BE
NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
30 A PRE -CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH THE CITY
OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT.
31. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS INCLUDING STORM
SEWER AFTER THE LIMEROCK HAS BEEN COMPACTED. THIS SERVICE SHALL BE PROVIDED BY THE
CONTRACTOR AS PART OF THE SA141TARY SEWER CONTRACT. A FULL WRITTEN REPORT AS TO THE
CONDITION OF THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BETWEEN MANHOLES, LOCATION
OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE,
AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO THE CITY OF ATLANTIC BEACH. ALL
DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE.
ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE.
SEWER PIPE SHALL BE TESTED FOR DEFORMATION OR DEFLECTION. ANY PIPE FOUND TO BE
DEFORMED AND/OR DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE
SHALL BE REMOVED AND REPLACED, AT NO ADDITIONAL COST. ALL MANDRELS USED IN
TESTING SHALL BE AVAILABLE TO BE CHECKED FOR PROPER SIZING BY THE USE OF TRUING
RINGS AT THE REQUEST OF THE CITY OF ATLANTIC BEACH REPRESENTATIVE. RESULTS OF
THE TEST SHALL BE SUBMITTED TO THE CITY OF ATLANTIC BEACH FOR REVIEW.
32. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER
AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF
48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE,
33. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE
THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS
SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED
WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND
ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD.
34. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY OF
ATLANTIC BEACH RIGHT-OF-WAY OR CITY OF ATLANTIC BEACH EASEMENT MUST BE IN
CONFORMANCE WITH THE THE CITY OF ATLANTIC BEACH APPROVED MATERIALS MANUAL.
35. CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN
ACCORDANCE WITH THE CITY OF ATLANTIC BEACH STANDARDS.
36. CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE
OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF
THIS PROJECT.
37. CONTRACTOR SHALL CONTACT SUNSHINE NETWORK (1-800-432-4770) 48 HOURS PRIOR TO
STARTING PROPOSED WORK.
38. ALL SEWAGE FORCE MAINS SHALL BE HYDROSTATIC TESTED AND CONSIST OF A COMBINED
PRESSURE TEST AND LEAKAGE TEST FOR A MINIMUM DURATION OF TWO HOURS AT 150 PSI
IN ACCORDANCE WITH AWWA C-600 STANDARDS. THE ENGINEER MUST BE NOTIFIED 48 HOURS
PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
GARY A:.ABBEY, Y.E.
REG. NO. 56819
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_ (5.49)--- 2' CURB &cJrrER,
INSTALL FDOT
APPROVED INLET
PROTECTION'S
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F
ATLANTIC BOULEVARD (STATE WOAD NO. 10)
RIGHT OF WAY VARIES PER FDOT R/W TRANSFER? MAP SECTION 72100
\Users\Bill Shields\Docurnents\1-Drawinas\ACE. Inc\ACE-ABUF\08-25-14 Urban Farrns.dwa. 8/28/2014 5:34:43 PM
,LLP- (7.5)
^�- INLET
(6.33)
N
W E
20 0 10 20
SCALE IN FEET
x.
SILT FENCING AND OTHER SEDIMENT
CONTROLS SHALL BE PLACED IN AREAS
WHERE OFFSITE DISCHARGE OF SEDIMENT MAY
OCCUR. THE CONTRACTOR MAY ADJUST AND
LIMIT THE LOCATION OF SILT FENCING TO
ONLY THOSE AREAS IN WHICH THESE
CONDITIONS MAY OCCUR IN ACCORDANCE
WITH THEIR OWN SWPPP, AS PREPARED IN
THEIR NPDES PERMIT APPLICATION.
POST (2" X 4" OR
2 112" MIN. DIA.
WOOD -STEEL 1.33
LBS/FT. MIN)
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INSTALL FDOT
APPROVED INLET
PROTECTION
6' MAX.
FILTER FABRIC ,�IN
CONFORMANCE
SEC. 985 FDOT9S, .,
OPTIONAL POST POSITIONS
PRINCIPLE POST POSITION
COUNTER 20' TOWARD FLOW
TYPE III S ILT FENCE DETAIL
NOT TO SCALE
STORMWATER POLLUTION PREVENTION PLAN (SWPPP):
1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR
THIP PROJECT, FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER
TO "THE FLORIDA DEVELOPMENT MANUAL -A GUIDE TO SOUND LAND AND WATER MANAGEMENT"
FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.)
CHPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL
AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS
AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS.
IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE
FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT
FEES, CONSTRUCTION COSTS AND FINES.
2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL
PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA.
3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND
AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD
ANLL/OR GRASS PER COUNTY STANDARDS AND MEETING THE N.P.D.E.S. FINAL
STABILIZATION REQUIREMENTS.
5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT.
6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR
SH/ LL PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL
PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE
PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
N.P'D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED
DURING CONSTRUCTION AND DEWATERING OPERATIONS.
7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A
"NOTICE OF INTENT" TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM RULES AND REGULATIONS.
8. THE CONTRACTOR SHALL PROTECT STORM SEWER GRATES TO PREVENT SEDIMENTATION OF THE
STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN A SEDIMENT BARRIER UNTIL THE
DISTURBED AREAS ARE STABILIZED. HOWEVER, THIS NOTE SHALL NOT SUPERSEDE THE
REQUIREMENT TO PREVENT ONSITE FLOODING DUE TO GRATE INFLOW LIMITATIONS.
9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM
SEDIMENTATION DURING CONSTRUCTION.
10. IN TH, E EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED OR SOD ALL AREAS AND
MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND AND
INCREASED RUNOFF.
11. THE%CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING CONSTRUCTION
TO PREVENT FLOODING OF SURFACE AREAS WHILE MINIMIZING SEDIMENTATION
DONSTREAM.
12. THESE NOTES COMBINED WITH THE DIRECTION GIVEN ON THE PAVING AND DRAINAGE PLAN
SHALL CONSTITUTE THE RECOMMENDED SWPPP. ADDITIONAL MEASURES MAY BE REQUIRED
BASED ON FIELD CONDITIONS DURING CONSTRUCTION.
Construction Sequence - The project will be built in
tTs general order;
1 Survey stake out of clearing and demo limits.
2Vonstruct silt fences, tree protection barricades and
e.josion control measures.
3 Clearing of development areas.
4, Rough grading of site.
51 Underground utility installation and new building
construction.
6! Fine grading for pavement, swales and landscaping.
9j Final paving and landscaping.
I , Final inspections and approval.
I Remove sediment barriers when all disturbed areas
ale stabilized with vegetation.
GARY A. -ABBEY, P.E.
REG. NO. -56X19
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INLET SEDIMENT FILTER
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET
DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE
SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE
METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH
AS IN STREET OR HIGHWAY MEDIANS.
BLOCK 14
ROP INLET
WITH GRATE ST KED
STRAW BALE
,._,.
COMPACTED SOIL
❑ ❑ ❑ p `--� TO PREVENT PIPING
❑ 111011
[lot 115IW\11 ❑
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❑ �' I � I I FILTERED
1
'- RUNOFF WATER WATER
3 ^�
WITH SEDIMENT
u: -
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BALES
f:. STAKED
WITH 2
STAKES
PER BALE BLOCK AND GRAVEL DROP
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET
DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT
) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE
TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING
CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
94) DROP
INLET SEDIMENT FILTER DETAIL
NOT TO SCALE
m I
P�
2 I
I
Ki- I ASPHAL T
�QJ I
(8.24)
Ca I
I
I
16�
I
( 7-'5)
(6.63)
INSTALL FDOT
APPROVED INLET
PROTECTION
6' MAX.
FILTER FABRIC ,�IN
CONFORMANCE
SEC. 985 FDOT9S, .,
OPTIONAL POST POSITIONS
PRINCIPLE POST POSITION
COUNTER 20' TOWARD FLOW
TYPE III S ILT FENCE DETAIL
NOT TO SCALE
STORMWATER POLLUTION PREVENTION PLAN (SWPPP):
1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR
THIP PROJECT, FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER
TO "THE FLORIDA DEVELOPMENT MANUAL -A GUIDE TO SOUND LAND AND WATER MANAGEMENT"
FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.)
CHPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL
AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS
AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS.
IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE
FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT
FEES, CONSTRUCTION COSTS AND FINES.
2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL
PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA.
3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND
AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD
ANLL/OR GRASS PER COUNTY STANDARDS AND MEETING THE N.P.D.E.S. FINAL
STABILIZATION REQUIREMENTS.
5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER
MANAGEMENT DISTRICT.
6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR
SH/ LL PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL
PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, TO DETERMINE
PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
N.P'D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED
DURING CONSTRUCTION AND DEWATERING OPERATIONS.
7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A
"NOTICE OF INTENT" TO THE FDEP IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM RULES AND REGULATIONS.
8. THE CONTRACTOR SHALL PROTECT STORM SEWER GRATES TO PREVENT SEDIMENTATION OF THE
STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN A SEDIMENT BARRIER UNTIL THE
DISTURBED AREAS ARE STABILIZED. HOWEVER, THIS NOTE SHALL NOT SUPERSEDE THE
REQUIREMENT TO PREVENT ONSITE FLOODING DUE TO GRATE INFLOW LIMITATIONS.
9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM
SEDIMENTATION DURING CONSTRUCTION.
10. IN TH, E EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED OR SOD ALL AREAS AND
MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND AND
INCREASED RUNOFF.
11. THE%CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING CONSTRUCTION
TO PREVENT FLOODING OF SURFACE AREAS WHILE MINIMIZING SEDIMENTATION
DONSTREAM.
12. THESE NOTES COMBINED WITH THE DIRECTION GIVEN ON THE PAVING AND DRAINAGE PLAN
SHALL CONSTITUTE THE RECOMMENDED SWPPP. ADDITIONAL MEASURES MAY BE REQUIRED
BASED ON FIELD CONDITIONS DURING CONSTRUCTION.
Construction Sequence - The project will be built in
tTs general order;
1 Survey stake out of clearing and demo limits.
2Vonstruct silt fences, tree protection barricades and
e.josion control measures.
3 Clearing of development areas.
4, Rough grading of site.
51 Underground utility installation and new building
construction.
6! Fine grading for pavement, swales and landscaping.
9j Final paving and landscaping.
I , Final inspections and approval.
I Remove sediment barriers when all disturbed areas
ale stabilized with vegetation.
GARY A. -ABBEY, P.E.
REG. NO. -56X19
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