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Ya'diameter A307 continuous threis
aded rod epoxied Into the concrete � �
foundation andplaced vertkall through the double#2 SYP top • }- /2 C DX K FTH 1 t�where R is secud vla a 3"x TyX'1/8" teel washer and nut �
2** Exterior Walls: � �g g � a� �� a �g A g Q^-��.� � a N
Rod*shall be installed at each comer post and at not more than y feet on a 3 � ��� � . j a 6
center thereafter. Tho rod should be embedded not less than 4-4/4'into
a �
min. 2,500 psi concrete with Simpson AT two-part acrylic epoxy or equal.
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edge distance should be maintained.The nut shah be tightened to+/-25
pound-feet of torque, For two story walls, a coupler should be used to join �'j� � I. I'I <
two pieces of rod together to create a continuous path from top plate to ' fj�f7 Q•��
foundation.
3..- Interior Walls:
Spacing may remafnFj'-0'ma, but reduce uplift capacity 49.0 lbs from 535 ��(7 � I� J g y �� •` 9 •- 'y
lbs unlesastiHeningtheaUng. N�L(� I fi � — b• ��y� p � i � � WI) a
Sii�pso.�/ HOLM/4-�'Z6a� 4. Tie Rod Spacing:
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Nas Filrr�v To.g6;iws� 4W 0000'r 'Rod ��'-0;o.a Exterior
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TIE ROD � EXTERIOR 5'ND WALLA6CEi7
aorro scat cod..: Flodda Building Code sooa�„a �I,�R �/.�-�/
Basic Wind Speed: 1,E0 mph ��
Wind Importance Factor. I = 1.0 Building Category:
� N Wind Exposure: c GI1�7� N/�II�D�.�J��j ,• 1�4 ern WNW
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MAP SHOWNG SURVEY OF
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LOT 5, BLOCK 128, SECTION "W ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 6
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34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. C� 01 i
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NOTES:
1. THIS IS A BOUNDARY SURVEY.
RESTRICTION LIN PER PLAT. ���-$�b ! r'
2. N0 BUILDING E p�'�, O
3. BEARINGS BASED ON THE WESTERLY LINE �+ Fo, N
OF BLOCK 128, BEING N 01 22 0o W PER z� L 0
PLAT.
4. NO OTHER IMPROVEMENTS WERE LOCATED
BY THIS SURVEY.
o ;
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
�
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD J
A RMIN D p o
PLAIN) AS WELL ASC N BE DETE FR M E 0 �, .o .0010
THE "FLOOD INSURANCE RATE MAP"
COMMUNITY-PANEL NUMBER 120075 0001 D,
REVISED APRIL 17, 1989 FOR THE CITY OF i
ATLANTIC BEACH, FLORIDA.
THIS SURVEY WAS MADE FOR THE BENEFIT OF
GEORGE M. VAN DUSEN & GLORIA R. VAN DUSEN.
�P
�oa
"NOT VALID WITHOUT THE SIGNATURE DONN W. BOATWRIGHT, P.S.M.
AND THE ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED SURVEYOR FLORIDA UC.. SURVEYOR and MAPPER No. LS 3295
AND MAPPER." FLORIDA LIC. SUR'\IEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: FILE:2005-0535E DRAWN BY: SWC BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241 mem8550 DATE- APRIL 21, 2005 SHEET 1 OF`
1 5
MAP SHOWNG SURVEY OF
LOT 5 BLOCK 12 P
8, SEC110N H ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, AGEG � 6
34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. O
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1. THIS IS A BOUNDARY SURVEY. zw ae o
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2. NO BUILDING RESTRICTION LINE PER PLATp� �vs .1 03. BEARINGS BASED ON THE WESTERLY LINE � N
OF BLOCK 128, BEING N 01'22900" �-
W PER `•� p
PLAT. cn` 1
4. NO OTHER IMPROVEMENTS WERE LOCATED '� I
BY THIS SURVEY.
o �
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN a _C.
FLOOD ZONE X (AREA OUTSIDE 500 YEAR FLOOD 6
PLAIN) AS WELL AS CAN BE DETERMINED FROM o o
L
THE "FLOOD INSURANCE RATE MAP" o. 2.a' � •
COMMUNITY--PANEL NUMBER 120075 0001 Do sro 9�
REVISED APRIL 17, 1989 FOR THE CITY OF t
ATLANTIC BEACH, FLORIDA.
THIS SURVEY WAS MADE FOR THE BENEFIT OF
GEORGE M. VAN DUSEN & GLORIA R. VAN US N.
o E
F �P
4 R�GN
a2� 50
.0011, VOW
6'00
a'S
"NOT VALID WITHOUT THE SIGNATURE DONN W. [30ATWRIGHT—' P.S.M.
AND THE ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED SURVEYOR FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
AND MAPPER." FLORIDA SIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY. FILE..2005-0535E DRAW, 8Y: swc BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH,, FLORIDA 241 -8550 DA7 : APRIL 21, 2005 SHEET 1 of �
MAP SHOWNG SURVEY OF
LOT 5, BLOCK 128, SECTION •s Hw ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 6
G
34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 4 0 -� !
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1. THIS IS A BOUNDARY SURVEY_ Zw `R°Z> cv
2. NO BUILDING RESTRICTION LINE PER PLAT. ' S�� ��+-�� � 1
3. BEARINGS BASED ON THE WESTERLY UNEC14� 6
OF BLOCK 128, BEING N 01'22'00" W PER z' o
PLAT.
4. NO OTHER IMPROVEMENTS WERE LOCATED 1
BY THIS SURVEY.
o
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN
FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD 6 .�
PLAIN) AS WELL AS CAN BE DETERMINED FROM O o
L
THE "FLOOD INSURANCE RATE MAP" o.
COMMUNITY PANEL NUMBER 120075 0001 D, 8
REVISED APRIL 17, 1989 FOR THE CITY OF
ATLANTIC BEACH, FLORIDA_ `
\
E0� THIS SURVEY WAS MADE FOR THE BENEFIT OF
GEORGE M. VAN DUSEN & GLORIA R. VAN DUSEN.
�P
0z� 50
,0
� $•56
s $'
"NOT VALID VATHOUT THE SIGNATUREDONN 1 : ��GH P.S.M.
AND THE ORIGINAL RAISED SEAL OF
A FLORIDA LICENSED SURVEYOR FLORIDA LIC SURVEYOR and MAPPER No. LS 3295
AND MAPPER." FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED BY: FILE;2005-0535E IDRAyr4 BY: swc BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241 -8550 DATE: APRIL 21, 2005 SHEET 1 OF 1
r r .
s53 5 /T
D
z c t
i
d
Cc
It
3 It
it
ick
04
8 7-3/4'
ttKtLUJ A)lb I
BEAMS:
TAKE-OFF:
3/8 15/34
2/10 3/26
2/20 9/18
ADD
2/12
ALL BEAMS 16"LVL
14/18
c
-LUSH"
BEAM
3.5 X 16'It
TRUSS SPECIFICATIONS:
E �
v' o
LOADING: TCLL: 40 ... ..........................
=J
wr
TCDL: 10
J.0 A I V 11-L .........................................
BCLL: 0 UbH
7 1/2
BCDL: 5
c
TOTAL 55 PSF 0
......................................................
LOAD DURATACTOR: 1.00 ....................................................................................................................................................................................................
ION F
THIS SYSTEM "WOOD I-JOIST
16" ON CENTER 16" DEEP"
2)
—-------------------
___j
—--------------- ---- -
A 16-` ' Bco C)
-q C 0. It C)
0 C) c*4
19
- Q
.....
.e.Z................................................................................................................................................................................................... _c qq- 0
co
......... .................................................................. ...................................................................... ..
......... j� C)
.. ......
0
E C (1) O
-
4-0
0 (3) CL cia
cn U)
..............................................................................
< co
I- JUI%%jl MANG ........... .......
%;;;�................................................44..................................................................................................................................................................
JOB NO:
163-1/2"
ALL WALLS SHOWN ARE LOAD BEARING! 6093mf
'00
4
oviv, 4, 4.N, PAGE NO:
/4h
1OF1
FRAMER TO BUILD
OUT OVERHANGS AND
0 FRAME IN TRAY
........................................... ............................. ................... ............ »..........._......_..._.......................».-»... .........................
................... ......------...... ..........
fl
CY)
cil
CA
to
0
CJ2
CJ3
..........................
.......................
............
CO CD to U) ko LO
LL
U- U-fl U- LL LL LL
CJ5 CJ4
EA EJ2
EA
EJ2
-3f i ..............................................................................
.............................................................................................
EA EJ2
EA EJ2
---------------- ..............................................................................
................................................ .............
C1
................................. ..............................
........... nh............Pmi L.............A 1 ...........
................................................................................. ............................... ............... .............. V............... ...........
Al
A2
A3
.................................. .............................................. ......................................................... ................................................................. ...................................................................................
A4
------------------------ -------------------------
A5
..................................................................................................................................................... ............................................................................................................................................................. ..............................................................._..._...._W_..................................
TRUSS SPECIFICATIONS:
\\46
PITCH: 6:12
OVERHANG: 18"(SQUARE TAILS)
A7
.............................................. ................................................................................................................................ ................................................................ ........... ............................................................................................
..................................................................................................... ................................. ..................... ............................................
..............ir......................................................................................................................................................................................
LOADING: TCLL: 20
CJ5 B1
TCDL: 7
BCDL: 5
F,
CJ3 B1
BCLL: 10
..............................................................................................................................................................................................
.............................................................................................. .........................
v-
TOTAL 42 PSF
to
Uj
Cn W W W W W
t
B1
CA
LOAD DURATION FACTOR: 1.25
B2
... .................. ..................... ............................. ...................... .........................................................................................................................................................................
......- .. ................ ........................................ ............... .................... ..................... ..................... ... ...... ....................................................................................................................................................................................=....... WIND CRITERIA: ASCE 7-02 TYPE MWFRS(FBC)
>
---------- -----------------------------------------------
0
SPEED: 120 MPH ENCLOSED EXPOSURE: C 0)
N
XX E2 — 1818" B 3A
USAGE: RESIDENTIAL CAT 11 2)
==104
zoom== A Truss Layout Has Been
0
LUMBER SPECIES: SOUTHERN YELLOW PINE
CJ5 CJ5 LUMBER GRADE: MINIMUM#3 (WEBS)AND#2 (CHORDS)
E3 I -i5 CU
------------- ® For Layout O11Iy
............................................................................................................................................................................................
LUMBER MOISTURE CONTENT: 19% MAX. C)
qq C)
0
E4 CJ3
CJ3 0-
-
-----------
---------------------------------
co 0*)
Lo 11" C)
(D
Lo CLO Cq
Cii
: CY)
W W
CJ5 Cn
U U cjl::
SIMPSON OR EQUAL Roof Plane Sheathing Area 2314 sq. ft (D L- i� r-
0
(D 0
SPECIFIED HANGERS: Gable Sheathing Area 9 sq. ft E
0 (3) CL ca
7 0 •L- C)
CJ3
F,
Total Sheathing Area 2323 sq. ft
0 cr)
... ............................. V,...... --------------- -00
...............- .1, ......
.......1C ....I......... ............ ........
LO WH (6) LUS24 Fascia Material 238 linear ft
cv) : 1W W W
-1) 1 < cn
L)
(2) HUS26 Valley Flashing Material 38 linear ft
0 C CJ3
CY) a :
as
C) .............................
CA 0 fl N
W Cn
(13) LUS26 Ridge Cap Material= 18 linear ft
-5 Cn
(1) HHUS26-2 Hip Ridge Material 171 linear ft
0 HE
0
.............
.......................................... ................................................................................................................................................
JOB NO:
------------- -------
-11) CA ----------
0 i Total Plan Area with OI-Is=2070 sq.ft 6093m
er D2
v-
leb µ ^
Total Truss Quantity 118.
0
.............................................................................................................................
PAGE NO:
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4 1 OF 1
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3 GRADING AND DRAINAGE PLAN � �mw ' o
4 CONSTRUCTION DETAILS W owo � a
GENERAL NOTES Nui
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PROPERTY DESCRIPTION
ERECT SILT FENCE ASSEMBLY ; ATLANTIC BEACH AS RECORDED IN PLAT BOOK
�+ f' LOTS 1 THROUGH 6, BLOCK 128, SECTION H ATLA C to
W /�/�
W
`t 1` -�'f f-,r4
4,� 1 AL COUNTY FLORIDA.
PRIOR TO CONSTRUCTION AND F T U R R E
NT PUBLIC RECORDS OF DUV N
\ � � ,. .. 18, PAGE 34 0 HEC
• N qt
16 %s LEAVE I N PLACE UNTIL ALL SOD s'-s �\
tit`
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/ LANDSCAPE HAS TAKEN HOLD ,} 1 Q. p ,.� s w r� o
s=� \ �2 50•�� �+ SURVEYORS NOTES. > z
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EXISTING BUILDING AND \ 3
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s ,,; �'' \1 , ALL RELATED
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APPURTENANCES TO BE w Q
DEMOLISH �; NO BUILDING RESTRICTION LINE AS PER PLAT. w
ED AND REMOVED wcr
;♦ N ^N 0
BEARINGS BASED ON THE WESTERLY LINE OF tet•^ _
BLOCK 128, BEING N 01 22 00 W =U 0 Q
� AS PER PLAT.
U v O
cn Lj0 % �pc co16 w
LLJ
00
THE PROPERTY SHOWN OWN HEREON APPEARS TO LIE IN W N z= �- M
;y FLOOD ZONE IlXll (AREA OUTSIDE 500 YEAR FLOOD
} PLAIN) AS WELL AS CAN BE DETERMINED FROM THE WLd
Z
11
��; .� `� �} `�`y ,,..� �.� ,� �.. •� FLOOD INSURANCE RATE MAP"
COMMUNITY—PANEL
£,� ,� ; Y. `�.�� �•• N_ .�� -•� M. ,� NUMBER 120075 0001 D, REVISED APRIL 17, 1989
_y .00ooA\\\\ FOR THE CITY OF ATLANTIC BEACH FLORIDA.
\
11" 14 u
1)
�t fr. B O AT W R I G H T LAND SURVEYORS, inc.
1500 ROBERTS DRIVE
vo
JACKSONVILLE BEACH, FLORIDA 241 -8550
LIPS
EXISTING BUILDING AND
FILE. 2005-0535
%N
ALL RELATED `CP
APPURTENANCES TO BE "
ti { 44
DONN W. BOATWRIGHT, P.S.M.
�%\% DEMOLISHED AND REMOVED ;, 5
,gAt ` FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
♦y♦ t 55
Lrl
-VIP ,� , FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
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REMOVE EXISTING
FENCE
REMOVE EXISTING
DRY POND
6' WO& rei E ,,�,f f'.•� � �Y 7S\i 00 i:,ENCE
t
01 goo
.. �Y. �3 3. M . z
WITH TRANSFORMER �.w ..... - ... �.p/ /.;, �. _ t
......, :::::::':_ ....... . .... .. ��:�• j. .. �,<, .�{:�'�. f �+.t:fig: .. f�,• .1t AND SET BENCHMARK S 20*12'00" W 4 3.16
:ro_ � ria I ''t. �c: :.__ _ {' ELEVATION=1C, O _
.. v............... ............�.. - - ______ _ N^� V'� �•M
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:.>APPROXIMATE CENTERLINE OF PAVEMENT APPROXIMATE CENTERLINE OF PAVEMENT
(PAVED)
50' RIGHT OF WAY
LLI
.......�,....� ............Y .....�......... --.......�......... ...._-., ... ...-- ......... . ....__._ .....________. ------------ ............. ............. ............. ............. ............. ...................... ............. ...................... ............. ............. ............. ............. _ V I■
__w _ . ............. ............. ............. ............. ............. ............. ............. _
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SHEET
20 0 10 20
SCALE IN FEET 2
GARY A.ABBEY,P.E.
REG.NO.5 6819
Q
ry
0
11 N LL
EXISTING 8 PVC EXISTING 8 PVC
SAN SEWER MAIN WATER MAIN =
INV EL = 4.16± INV EL = 5.60±
10'f M
�� U
10 �
BUILDING P/LI F
TOP EL 9.50± �- - TOP EL 9.50 PA
F.F. 11.50SLOT EL 7.�0 (N) Q
4' 30'f
ARIE 3' VARIES, _3'_ ' 51r I
10 --- - SOLID STOP STONE 10 C3 Qz)
a - ' W
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PATIO EL. = 11.00 - - ._... � _
EXISTING GROUND 7,8± EXISTING '' - EXISTING GROUND -- -
" n 12 SEPARATION - -• --- - 4 a
SODDED SLOPES AND BOTTOM 36RCP PREFERRED MIN. 7.0
4:1 S.S. BOTH SIDES SODDED SLOPES 1I_ 6.0 `D o
5 24 MIN. SEPARATION TO FILTER BED �": INV 1.10± " 5 AND BOTTOM 4 ; 00
0
fi PVC UNDERDRAIN w o
0 24 MIN. SEPARATION �-
FILTER WRAPPED TOP, SIDES AND
END
WITH MIR AFI 70OX OR EQUAL 6"x6" PVC.' TEE `" :•fs: : : ' ' ED
40 LF 15 RCP W THREADED TOP CAP °� -lia
SEE UNDERDRAIN
fi PERFORATED PVC UNDERDRAIN IDE Z �
TYPE E INLET 0 S = 0.6% AND OPEN BOTTOM fi' 6' 6' 6' SECTION ABOVE ¢ Q
18"x18" INO. 57 STONE BED TOP EL = 9.50 �
�j W
0 (DOUBLE WASHED STONE) INV EL - 1.10 $-1 0
Mon
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TYPE 'E' INLET E--
TOP EL = 9.50
SECTION A-A B-B INV EL = '1.39 (S) C-C M--�
INV EL = ,2.80 (N) U
24" SLOT IEI. = 7.80 (N) ' o
SCALE: 1 =10 H SCALE: 1"=10' H SCALE: 1 10 H
1"=5' V 1"=5' V 1"=5' VC)
w
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Till
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z
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NNW
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284 LF COLLECTOR C '4 r w ro�.� •
2114 LF ALL LATERALS �� % 4 ,-s--�-""J Z
Am
r�> 0
y`+ 4
li,1.1 N O
� �' �, � 1��' x°12 ,.,w.,•: 0
W r
m� OWN,gYEA2E4 _ - ' � n� 0) 0%Z � s% t
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ISAWF, .�.S�A , sI$IP . .\ 6 CLEANOUT co M w
ON ' r �� INV EL = 3.50 d- z W
o (TYP. FOR fi N Z
z ,() 1 s
1
uj
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+ ,s
♦ V
:' � �-.! `\ � O Qom`• � q'' ���, ',• y 4. ,." .-'J'" � Z
0000, *140
0*1
6 OUT
15 PRIVATE �
�. INV 130 �� � � � � � � � -�
v QRAINAGE EASEMENT
.m �, M.. t ��''
.000
IP
` 4
••� O \ \ \ r3
a p,
\ + 11c,
( i
TYPE 'E INLET O - fs` •4 . �
;s ♦, SILT FENCE (TYP.) N 0 ,.�' , o
TOP EL = 9.50 �,- o•�,.s'�-- �" 5
1 t 1
INV EL = MR
1.39 S " --�` / -/ '.
\
v , 4 - 6 CLEANOUT \ r r- / PRIVA7 DRAINAGE
. INV EL - 2.80 (N} INV EL = 3.10 ,�` cp
� ♦ , ,�;�- / 'E SEM N T
/ 4
24" SLOT N -EL = 7.80 ��
1000, 46 1
LO
WALE OVER UNDERDRAINI PIPE
[tom
4 4 i j Y'• '.t3., i'-1 ; ,r' `f~ / l 5e" r
7.6
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5 • n � 'L7.� 0r,
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.0000p 1�4
-'
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/ 0000. \ 4 V. `
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• In
\ � o o tf` . o ORCH o o
" / - PO CH •o PORCH .o PORCH �f �, P ,� .o POACH .o PORCH ;l 10.0
CONSTRUCT 40 LF - 15 RCP ` o p o., •;•• o.. •� �. 9.5
- / - o 0 � � --.�
10 S - 0.6% 9.3
6
o 8,173 S.F. K
-DUN& 1045 S.F. fi,210 S.F. � 7,191 S.F. \ . i S.F. 10,135 S.F. rr 4; cn m
,P �, 0.19 AC.. , cr x,154 ,,P f ,P y �, z
0.16 AC. > > £f 0.14 AQ 0.17 AC. o 23 AC �: 0
.o _ tai o o o. 0.21 AC. 0 0• o ,. O ,.._
''-' BUILDING FOOTPRINT a, � •L' BUILDING FOOTPRINT o+ BUILDING FOOTPRINT o..cp
BUILDING FOOTPRINT oo
CPO y� BUILDING FOOTPRINT BUI DING rr00TPRINT ,t :J� -
CONSTRUCT TYPE E INLET �� AREA = 1,785 S.F. `f AREA = 1,785 S.F. _
cS` x }. AREA = 1 785 S F. A. A � 1,785 S.F. ; ,, w Q
" xw µ; Y ,P AREA = 1,785 S.F. AREA = 1,785 S.F. ,P
OVER EXISTING 36 RCP �,� �� :i Lp TOTAL IMP. AREA " TOTAL IIP. AREA TONAL IMP. AREA oo. TOTAL jMP.� AREA `•I` TOTAL P. AREA `•r TOTAL` MP. AREA �r. ':� ``
INV EL = 1.10E - i �;; O `; o� = 2,351 S.F. o- = 2,` �7 S.F.
t o- y 2, S.F. ~, - 2, 3 S.F. �'� = 2; 7 S.F. �''
' OJ - = ;,2l'367 sS.F. .
(VERIFY PRIOR TO START � fr, FFE=11 50 FFE=11 40 �' =11.30 - 6-1' 11.001FFE- 1 30 �' F -•1 50 6�' c�
\ 16 6 �6 - �6 6 - 16
F.
OF CONSTRUCTION �ti; f���� ♦-�. 16•x° u •- ; �
1 LAJ^
W
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REBUILD TO EXISTING . � 4 ' a: _b." .R . X20. _'Y r ' : 0 Q�:'•� '.. . . . �.q : .
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SIDEWALK SLOPES-AND SURFACES SHALL BE 50 RIGHT OF WAY (PAVED) PROVIDE SMOOTH TRANSITION FOR :> p r x a
'° �- .. IN ACCORDANCE WITH FLORIDA BUILDING CODE 3 FOOT DRIVEWAY FLARE ONTO
3333...... .....__..____�_..... ... .:::.: .��;•♦ __3333......_____ 3333......___ 3333.. -�.��.... .._--,3.333 3333....._._. ............. w ..ADaA R I ENTS. - - - RAISED CURB NEAR INLET
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Vt SCALE IN FEET
GARY A. ABBEY,P.E.
REG.NO.5 6819
ROAD
CONSTRUCTION
AHEAD
200' 200 400' CONDITIONS
OPTIONAL POST POSITIONS 0
WHERE ANY VEHICLE, EQUIPMENT, WORKERS
to to OR THEIR ACTIVITIES ENCROACH ON THE
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PAVEMENT REQUIRING THE CLOSURE OF ONE
- - - 8 - - TRAFFIC LANE, FOR WORK AREA LESS THAN
PRINCIPLE POST POSITION c�
b 200' DOWNSTREAM FROM INTERSECTION, FOR COUNTER 20 TOWARD FLOW L�
D , A PERIOD OF MORE THAN 60 MINUTES. m
400 200 Less Than 2 �4 C-)
200 -� SILT FLOW 0 �-
z
K� FILTER FABRIC F--�
ROAD G�
CONSTRUCTION LE" ROAD Q ��
AHEAD CONSTRUCTION
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AHEAD _ SILT FLOW
W U
200' 400'
IiI Ill III - Ii II.
CONDITIONS
10 � . I III—
a
WHERE ANY VEHICLE, EQUIPMENT, WORKERS -) �— i i F-- �
•- - OR THEIR ACTIVITIES ENCROACH ON THE LO CD
. • a
� 8 I LPN � PAVEMENT REQUIRING THE CLOSURE OF ONE � �
TRAFFIC LANE, FOR WORK AREA 200' OR MORE POST (2" X 4" w O 200 50' DOWNSTREAM FROM INTERSECTION FORA OR � �
400 2 1 2" MIN. DIA.
PERIOD OF MORE THAN 60 MINUTES. / C:)
200 C�
WOOD-STEEL 1.33 z �
6 MAX. Q
More Than 200 LBS/FT. MIN) Q
CON
ROAD
KEEP
W
►D FI
LTER FABRIC (IN W �
CONFORMANCE con � a_
`� GENERAL NOTES MANCE WITH �
1. Work operations shall be confined to one travel lane, lea*g7. The ROAD CONSTRUCTION AHEAD and FLAGGER signs shall SEC. 985 FDOT SPEC.)
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the opposing travel Ione open to traffic. have a 18 x 18 (min.) orange flag and a Type B light attached w
SYMBOLS and operating at all times. w �_
p g TYPICAL APPLICATIONS N■-� C)
2. All vehicles, equipment. workers (except flaggers) and thdr Mesh signs may be used for (Daylight Onl o operations
Work Area activities are restricted at all times to one side of the q Y Y) P O
® Type B Lights and Orange Flags are not required. Utility ity Work U
pav�arnent. yP 9 9 9 0
Sign With 18" x 18" (Min.) Orange Pavement Repair
3. For work operations of 60 minutes or less see Index No. 609. The FLAGGER legend sign may be substituted for the symbol sign, Structure Adjustments
Flag And Type B Light St ct a d�u rents 0 w
Z
4. When vehicles in a parking zone block the line of sight t TCZ All signs shall be post mounted if the closure time exceeds " O
8 Type � Or Type NN Barricade Or Vertical signs or when TCZ signs encroach on a normal pedestrian 12 hours. � 00
Panel Or Drum (With Steady Burning Lightt walkway, the signs shall be post mounted and located in 10. The maximum spacing between devices shall be not greater than 25. w
At Night Onl . Tubular Markers accordance with Index No. 17302 z
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May Be Used During Daylight Only. 1. Arrows denote direction of traffic only and do not reflect pavement 6" PORTLAND CEMENT •— �
5. If work area is confined to an outside auxiliary Ione the or� markings.
CONCRETE, 3000 PSI O
area shall be banrieaded and the FLAGGER signs repI ced'oy, g
8 Type ^o Gr Type ^w� Barricade Or Vertical - ROAD CONSTRUCTION AHEAD signs. Flaggers are not requi U
°dig. Longitudinal dimensions are to be adjusted to fit field conditions 'M�c coN�VRouoN WOW ZOM •
Panel Or t�rum (with Flashing Light At 6. Fla ere shall be in eight of each other or in direct See Index No. 600. —
N fight only) communication at all Mmes. TWO--LANE, TWO WAY. U R B A .• • •. . . . ....
13. For general TCZ requirements and additional Information refer DAY OR NIGHT OPERATIONS .a' • '' 1. CONCRETE SHALL BE REINFORCED Z
[p Work Zone Sign to Index No. 600. • •- •• ' WITH FIBERMESH WHEN USED TYPE III SILT FENCE DETAIL
�y ,. ••• ••:• IN CITY RIGHT—OF—WAY.
U' Flogger '— •• •' '' '' ''• '' '' •• NOT TO SCALE
1of1 621 .• .. . . .. •
2. REFER TO GEOTECH REPORT FOR
ADDITIONAL PAVEMENT CONSTRUCTION
CRITERIA.MAINTENANCE OV T C •
12" STABILIZED
SUBBASE, LBR 40
NOT TO SCALE H co
CONCR TE DRIV WAY SECTION O N
Q 4 NOTE: N PO rn
3 CONCRETE SHALL BE REINFOIRCED N
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NOT TO SCALE L_ 3000 psi CONCRETE WITH FIBERMESH WHEN USED j co
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I IN CITY RIGHT—OF—WAY. af Q z
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NOT TO SCALE
2 1/ 2 1/4
41_6" .�.
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• ; . x;2"x1/490.4, • .
4"R
10" 1/219R
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NOTE:
• SLOPE TO MATCH ADJACENT PAVEMENT �.n
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PLAN MIAMI CURB DETAIL
4' NOT TO SCALE
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3_3& 3--3/4"
4 *• 18 MIAMI CURB
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�,. GRATE: GROUTED OR RAM-NEK" 1-1/2" ASPHALTIC CONCRETE TYPE S-1 v
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_ ' ' JOINTS WHERE REQUIRED (FDOT STD. SPEC. 331 M
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Q • ' PRIME COAT (FDOT STD. SPEC. 3002 )
> p --� 18" MIAMI CURB
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MIN. BEARING CAPACITY 2000 PSF • • ...• . ' .`_. . . . . . .. '. �
• ' •.
$ECnON •• o
NO 6" CRUSHCRETE BASE Z
1. CONC. DESIGN STRENGTH 4000 PSI. (FDOT STD. SPEC. 200 OR 204 & 911
)
2. PIPES SHALL BE..FLUSH WITH INSIDE WALL. (OR OPTIONAL LIMEROCK BASE IF CITY APPROVES) NOTE:
., 3. PIPE MUST NOT BE IN CONST. JOINT.
LBR 100/98% MAX. DENSITY PER AASHTO T-180 UTILITY TRENCH REPAIR SHALL BE
" FULLY REBUILT AND PAVE
4. SLOT OPENINGS SHALL NOT BE IN WALLS WITH 12 STABILIZED SUBGRADE, LBR 40/98 DIF FINAL
s MILLING AND OVERLAY ARE NOT
{
GRATE SEAT. MAX. DENSITY -- AASHTO T-180) o ,•
COMPLETED AT THE SAME TIME. o ,� •• �,
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NOT TO SCALE ' A A C4
NOT TO SCALE
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GARY A.ABBEY,P.E.
REG.NO.5 6819
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GENERAL NOTES: UTILITY NOTES: o
EROSION & SEDIMENT CONTROL NOTES.
1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE 2.6. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT CONTROL MEASURES REQUIRED FOR O
OF CITY OF ATLANTIC BEACH STANDARDS, LATEST REVISION) AND ALL CURRENT CITY STANDARD DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE JOINT, CAST IRON, BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY THIS PROJECT. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER
DETAILS. THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCORDANCE WITH THE LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PRESSURE AND 400 TO THE FLORIDA DEVELOPMENT MANUAL-A GUIDE TO SOUND LAND AND WATER MANAGEMENT =
RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORT PROVIDED BY AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO PSI TEST PRESSURE. FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (F.D.E.P.) U
OWNER IF MORE STRINGENT THAN CITY OF ATLANTIC BEACH REQUIREMENTS. COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL CHAPTER 6. THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AND TURBIDITY CONTROL
o0
LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. 21.7. FIRE HYDRANTS SHALL BE UTILITY COMPANY STANDARD. ALL ONSITE HYDRANTS SHALL BE AS REQUIRED TO INSURE CONFORMANCE TO STATE AND FEDERAL WATER QUALITY STANDARDS
THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE PAINTED YELLOW PER CITY OF ATLANTIC BEACH STANDARDS. AND MAY NEED TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO AGENCIES REQUIREMENTS. M� y
2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING IF A WATER QUALITY VIOLATION OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE
O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAY 2!8. ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT INCLUDING LEGAL FEES, CONSULTANT
INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING FOR ALL DAMAGE MADE TO EXISTING UTILITIES 'OR OTHER IMPROVEMENTS. PRIOR TO WATER AND SEWAGE FORCE MAINS. FEES, CONSTRUCTION COSTS AND FINES. �--
THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. COMMENCEMENT OF ANY CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL GRADES INVERTS Q
' 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION AND SEDIMENT CONTROL ~
REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. 2!9. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT 150 PSI FOR 2 PRACTICES AS OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST. JOHNS RIVER WATER
BID. HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING MANAGEMENT DISTRICT SPECIFICATIONS AND CRITERIA. z W
2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN f--
-� ENGINEER FOR REVIEW AND APPROVAL PRIOR TO SUBMITTAL TO THE CITY OF ATLANTIC BEACH AND
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR 0 PREPARING PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH AWWA C-651, AND CLEARED FOR 3. EROSION AND SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALL WETLAND o
CITY OF ATLANTIC BEACH, PRIOR TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. _ C)
THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE AND THE EXTENT SERVICE THE ENGINEER AND CITY OF ATLANTIC BEACH REPRESENTATIVE MUST BE NOTIFIED AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITY DEGRADATION.
OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACE, WHICH MAY AFFECT 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
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3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT STAND OF SOD
THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. TO CONFORM WITH CITY OF ATLANTIC BEACH REQUIREMENTS AND SHALL BE CONSTRUCTED TO �- • •
AND/OR GRASS PER CITY OF ATLANTIC BEACH STANDARDS AND MEETING THE N.P. .S. FIN �
FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER H Y LI BANK LOPES AND LOW POINTS AS SHOWN ON THE 30 A PRE CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED WITH / D E AL w O
CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE 0=4
CONFORM WITH CURBING, PROPERTY NES, B S DONNA KALUZNI1 OF CITY OF ATLANTIC BEACH AT (904) 247-5834. STABILIZATION REQUIREMENTS.THIS CONTRACT. THE CONTRAROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TOPLANS.
TUR PES ARE AN AND IT FTE HE 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE THE �w
9w
AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TO THE 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, CLE ?�51. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS AFTER T z �
CONSTRUCTION OF THE PROJECT. FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. LIMEROCK HAS BEEN COMPACTED. THIS SERVICE SHALL BE PROVIDED BY THE CONTRACTOR AS CONTRACTORS RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST. JOHNS RIVER WATER Q ,�
PART OF THE SANITARY SEWER CONTRACT. A FULL WRITTEN REPORT AS TO THE CONDITION OF MANAGEMENT DISTRICT. EMOM4BETWEEN MANHOLES,O LOCATION OF w orf
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4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO EITHER CONDUCT ANY FIELD EXPLORATION 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES. THE PIPE WITH PERTINENT DATA SUCH AS DISTANCE BE EN M LES, L 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND EXCAVATION ACTIVITIES, THE CONTRACTOR �� orf 12-
OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF SERVICES, ETC. SHALL BE SUBMITTED TO THE OWNER AND ENGINEER PRIOR TO ACCEPTANCE, �-
SHALL PERFORM GROUNDWATER TESTING IN ACCORDANCE WITH THE ENVIRONMENTAL �
UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF 6. ALL DRAINAGE PIPE JOINTS IN CITY OF ATLANTIC BEACH DRAINAGE EASEMENTS, DRAINAGE EASEMENTS AND ONE COPY OF THE VIDEO TAPE SHALL BE SUBMITTED TO CITY OF ATLANTIC BEACH. ALL PROTECTION AGENCY FEDERAL REGISTER, PAGE 42739, PART 1A.3, T0, DETERMINE
OFF SITE BORROW THAT WILL BE REQUIRED. BETWEEN PRIVATE LOTS, DRAINAGE RIGHT-OF-WAYS AND UNDER PAVED ROADS ARE TO BE DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. PETROLEUM CONTAMINATION LEVELS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING M�■�
FILTER-WRAPPED. ALL REPAIRED SECTIONS MUST BE REINSPECTED PRIOR TO ACCEPTANCE. N.P.D.E.S. PERMIT, IF REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER ENCOUNTERED v
5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER DURING CONSTRUCTION AND DEWATERING OPERATIONS. orf
AND THE CITY OF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE 7. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR SEWER PIPE SHALL BE TESTED FOR DEFORMATION OR DEFLECTION. ANY PIPE FOUND TO BE U O
BY THE OWNER AND THE CITY OF ATLANTIC BEACH. BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE. DEFORMED AND/OR DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE 7. 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A �-
SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. ALL MANDRELS USED IN TESTING "NOTICE OF INTENT" TO THE EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE
6. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.) UNITED 8. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE SHALL BE AVAILABLE TO BE CHECKED FOR PROPER SIZING BY THE USE OF TRUING RINGS AT ELIMINATION SYSTEM RULES AND REGULATIONS. C)
STATES COASTAL AND GEODETIC SURVEY U.S.C. & G.S. , AS DETERMINED BY BOATWRIGHT REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. THE REQUEST OF CITY OF ATLANTIC BEACH REPRESENTATIVE. RESULTS OF THE TEST SHALL BE Z
LAND SURVEYORS, INC., PHONE# (904) 241-8550, FILE NUMBER 2005-0535. SUBMITTED TO CITY OF ATLANTIC BEACH FOR REVIEW. 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN FILTER FABRIC TO PREVENT cr_
9. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR
SEDIMENTATION OF THE STORM SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER
7. FOR BOUNDARY INFORMATION, SEE SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC., PAVEMENT. 312. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN ANY EXISTING WATER FABRIC UNTIL THE ASPHALT/CONCRETE PAVEMENT IS PLACED. •
PHONE # (904) 241-85509 FILE # 2005-0535B, DATED 4/21/05. AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE CONTRACTOR SHALL
10. ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY OF ATLANTIC BEACH SHALL BE ACCOMPLISHED BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS AND/OR SWALES FROM z
8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM ACCOMPLISHED BY AND UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. SEDIMENTATION DURING CONSTRUCTION USING NECESSARY SEDIMENT CONTROL BARRIERS.
MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC BEACH REQUIREMENTS. CHAPTER 489 FLORIDA STATUTES.
THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES _ . 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE CONTRACTOR SHALL SEED ALL AREAS
3$3. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE AND MAINTAIN EROSION CONTROL BARRIERS IN PLACE TO PREVENT EROSION, SILTATION AND
LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIA. TESTING. PRIOR 11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS
TO LIMEROCK PLACEMENT, THE: PROJECT GEOTECHNICAL ENGINEER SHALL MAKE SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS AND INCREASE RUNOFF. •
,� " SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED
RECOMMENDATION FOR UNDERDRAIN PLACEMENT. SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE AS-BUILT WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND 11. THE CONTRACTOR MUST MAINTAIN THE STORM DRAINAGE SYSTEM DURING AND AFTER
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND DRAWINGS FOR THIS PROJECT. ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. CONSTRUCTION TO PREVENT FLOODING OF SURFACE AREAS WHILE MINIMIZING
INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH RIGHT-OF-WAY 12. ALL SEWER MAINS SHALL BE PVC (ASTM-3034) SDR-35 FOR DEPTHS TO 15 FEET, SDR-26 FOR 4. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY OF ATLANTIC BEACH SEDIMENTATION DOWNSTREAM. H 00
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PERMITS FOR WORK IN THE CITY OF ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT. DEPTHS 15 OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. FORCE MAINS TO BE RIGHT-OF-WAY OR CITY OF ATLANTIC BEACH EASEMENT MUST BE IN CONFORMANCE WITH THE
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PVC - SDR-18 PIPE UNLESS OTHERWISE NOTED. � •
CITY OF ATLANTIC BEACH APPROVED MATERIALS MANUAL. w
10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF ATLANTIC BEACH OR STATE > CD Z
,r-RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF 13. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER 15. CONTRACTOR SHALL INSTALL WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN o o I , z
CONSTRUCTION AND REPAIR. FOOT AND SHALL BE TERMINATED AT THE RIGHT-OF-WAY LINE WITH A DEPTH OF 48" UNLESS- ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS. I 0
0RWISE DETAILED OR RESTRICTED DUE TO
THE T DEPTH OF SEWER MAIN.
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11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE UNOBSTRUCTED„ EASEMENTS. ALL 16. CONNECTION CONTINGENT UPON CONSTRUCTION, DEDICATION AND FINAL ACCEPTANCE OF THE Y i^N o
"UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. OFFSITE WATER TRANSMISSION SYSTEM AND SEWER COLLECTION SYSTEM WITHIN THE LIMITS OF �'�•• _
14. WATER LINES SHALL HAVE A MINIMUM OF 36 COVER FROM FINISHED GRADE. w=o
" THIS PROJECT. =v�0 Q
12. AS-BUILT DRAWINGS - AS-BUILTS TO THE CITY OF ATLANTIC BEACH AND, THE ST. JOHNS RIVER v L_
WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED B A FLORIDA REGISTERED 15. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS N.S.F.P.W. AND 3�7, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE BACKFLOW PREVENTER(S) TO CITY oo w 0
LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILlY TO CONTRACT SHALL BE SO MARKED. OF ATLANTIC BEACH CONTACT MALCOLM CLEMONS 0 (904) 247-5839 FOR APPROVAL OF BACKFLOW l-w z �
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WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PPEPARATION, FIELD PREVENTER TYPE AND MODEL. N z=w v
LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH 16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED
UNTIL FINISHED WORK IS COMPLETE. 48. CONTRACTOR SHALLCONTACT SUNSHIN NETWORK 1-800-432-4770 48 HOURS PRIOR TOCURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE - E w
CONTRACTOR'S RESPONSIBILITY TO PROCESS THE "AS-BUILT" DRAWINGS FOR APPROVAL BY THE STARTING PROPOSED WORK. H z 0
CITY OF ATLANTIC BEACH. 17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM e
SEWER SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS. 3..eASE
IIIAG FORCE MAINS SHALL BE HYDROSTATIC TESTED AND CONSIST OF A COMBINED
T OF SITE SURVEY INCLUDING BENCHMARKS IS REQUIR DIRE FEST All LEAKAGE TEST FOR A MINIMUM DURATION OF TWO HOURS AT 150 PSI
SUBMITTAL 0 tDRDANCE WITH AWWA C-600 STANDARDS. THE ENGINEER MUST BE NOTIFIED 48 HOURS
PRIOR TO SCHEDULING A FINAL INSPECTION OF THE BUILDING BY 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET
THE BUILDING DEPARTMENT OR THE FIRE MARSHALL. HORIZONTAL SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. SDR-18 AWWA TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT.
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 40. WATER AND SEWER AS-BUILT DRAWINGS ARE REQUIRED TO BE SUBMITTED TO CITY OF ATLANTIC BEACH AND• 13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL SEPARATION OF AT LEAST 18 INCHES. SHALL INCLUDE 2 PRINTS, 1 MYLAR, ELECTRONIC DISC AND ELECTRONIC DATA FILE SUBMITTAL FORM.
ELECTRONIC COPY OF AS-BUILTS SHALL BE AUTOCAD 2000 OR HIGHER.
IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE SEWER AND WITH 10 FEET
AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. OF SEPARATION WHERE POSSIBLE. 41. A CITY OF ATLANTIC BEACH STANDARD PUMP-OUT (MIN. 4" DIA.) SHALL BE REQUIRED ON FORCE MAIN AND
. LOCATED ADJACENT TO R/W ON PRIVATE PROPERTY. PUMP-OUT MUST BE ACCESSIBLE BY
14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH CITY OF ATLANTIC BEACH FROM ADJACENT STREET R W.
INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY
EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT. 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
15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN AC 3.ORDANCE WITH CONTRACTOR SHALL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL w
CITY OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM PIPES WHEN 18 INCHES IS NOT) Q
AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPOOT. 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.
16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPaRTY MONUMENTS.
IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH TRE SURVEYOR OF 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE m
RECORD FOR REINSTALLATION OF THE MONUMENT. POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF
CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS.
17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-$ITE BY
CONTRACTOR. 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
18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE DEPARTMENT DUCTILE IRON PIPE FITTINGS AND APPROVED SOLVENT RESISTANT GASKET MATERIAL
CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. SHALL BE USED IN THE CONTAMINATED AREA. THE DUCTILE IRON PIPE WILL EXTEND AT LEAST
100 FEET BEYOND ANY DISCOVERED SOLVENT.
19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED.
22. IN REGARD TO THE REQUEST FOR A LETTER OF RELEASE TO PLACE THE CONSTRUCTION INTO
20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, PMITTED AND SERVICE, THE BACTERIOLOGICAL SAMPLE POINTS WILL BE INDICATED IN RED OR PINK ON THE
COORDINATED WITH CITY OF ATLANTIC BEACH FIRE MARSHALL. RECORD OR AS-BUILT DRAWINGS. THE SAMPLE NUMBERS WILL CORRESPOND TO THOSE ON THE
BACTERIOLOGICAL SAMPLE LAB SHEETS.
ROADWAY UNDER DRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MY BE DETERMINED Z
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NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THE P CONTRACTOR SHALL 23. THE RECORD OR AS-BUILT DRAWINGS SUBMITTED AT THE TIME OF REQUEST FOR A LETTER OF to
NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE RELEASE TO PLACE THE CONSTRUCTION INTO SERVICE WILL CLEARLY DEPICT THE VERTICAL. >
PREPARATION OF THE ROADWAY SUB-BASE. 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
22. PROVIDE CONTRACTION JOINTS AT 6 O.C. AND EXPANSION JOINTS AT 24 C. ON ALL CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OF CROSSINGS WILL BE
EXTERIOR SIDEWALKS AND CURBING. 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
OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 660, LATEST EDITION.
23. MAINTENANCESEWER (INCLUDING STORM) LINES IS NOT POSSIBLE.
24. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.I .O.T. STANDARD 24. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY
INDEXES 11860, 173469 AND 17352. STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS AND TEES.
MECHANICAL RESTRAINTS SHALL BE "MEGALUG" TYPE.
25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED R .ADWAY/SITE
DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE H RO
-BLASTING METHOD. 25. UNLESS OTHERWISE NOTED ALL OFF-SITE WATER MAIN TO BE PVC AWWA DR18, C-900 AND ALL 0
ON-SITE WATER MAIN 4" AND GREATER SHALL BE DR18, AWWA C-900. ALL ON-SITE WATER MAIN
26. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC (LEAD-FREE) IN ACCORDANCE 2" OR SMALLER SHALL BE SCHEDULE 40 AND N.F.S.P.W. RATED.
WITH CITY OF ATLANTIC BEACH STANDARDS.
27. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HORS PRIOR TO
ALL NECESSARY SITE WORK INSPECTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION. con
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