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9A A! ORT Y o CI1 Y OF
O I �° ATLAN IC BEACH
RLIVr°"
'-" R C �
a e`v � ��� �` ` INDEX aF SHEETS
FXp 1° ANT/C BLVD 10
10 a o CIT OF
ATLANTIC 0-1NEPTUN BEACHLL 0 C�
COVER SHEET 1
Lu rn a z EXISTING 'SITE & DEMOLITION PLAN 2
a
m A 0 O ~
EACH BLVD _ - BEACH BLVD 90 n CITY OF n PRE—DEVELOPMENT MAP 3
� JACKSON VI LE
o `�' POST DEVELOPMENT MAP 4 Z
40 o UNI[x�'RSITY� m BEACH � �c
OF 4, Q 1--4 h
TO RCDH7 gq ORT FI �� r C ROADWAY PLAN AND PROFILE 5FLORMA UJ
OLu
'y cn GRADING, DRAINAGE & EROSION CONTROL PLAN 6 W o x
Q N
BUTLER BLVD BUTLE PAVING &C DRAINAGE DETAILS 7 1-1 o
r
DEERWOOD u
PARK
qj
D A,A WATER DETAILS 8 H Z h
115 W ry h
SANITARY' SEWER DETAILS 9 °
VICINITY MAP
N.T.S. GENERAL NOTES 10 p6 Z o
H� N
STORMWA'TER POLLUTION GENERAL NOTES 11 ... , N
J
J � o
w `
_..__._._. 7
G. LLJ
CITY OF ATrANT IC Br(CH � u
BIJI!.DIN�; 7(.)Nlfv(;
� 5 �
/J� N
0
JUL 200(f C y A
/ I I
BY: . ., t
---- _.__... __._......v.._........_ ._...-�
Zoning Designation PUD
Real Estate Appraiser No."s 177423-0000
WICKER INC .
Flood N 120075 0001 CCoNNELLY &
ZONE
CONSULTING ENGINEERSPON-
AGENCY SUBMIITTAL DATE �` �t` ••'� �"r"-
CITY OF ATLANTIC BEACH JULY 2, 2004 �'' Boom-
1711
1711 S. F/FTH STREET 12605 EMERALD COAST PARKWA Y WEST, SU/TE #1
JACKSONVILLE BEACH, FLORIDA 32250 DESTIN, FLORIDA 32550 A
(904) 249-7995 FAX (904) 241-1126 (850) 837-4252 FAX (850) 837-7804
C.A. NUMBER' 3650 , ' i' {. LLWW J. BYERS, P.E.
� P.E. #42499
MAP SHOWING SURVEY OF
A PART OF THE CASTRO Y. FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE
POINT OF INTERSECTION OF THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD A—"1—A, AS
NOW ESTABLISHED AS AN 120 FOOT RIGHT OF WAY) AND THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC
BOULEVARD (STATE ROAD A-1--A, AS NOW ESTABLISHED AS AN 100 FOOT RIGHT OF WAY); THENCE NORTH
89'19'35" EAST, ALONG THE NORTHERLY LINE OF SAID ATLANTIC BOULEVARD, A DISTANCE OF 1280.00 FEET TO
THE SOUTHWEST CORNER OF THE LAND AS DESCRIBED IN DEED BOOK 1082, PAGE 222 OF THE CURRENT PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA; THENCE NORTH 07'05'30" WEST, ALONG THE WEST LINE OF SAID LAND,
A DISTANCE OF 538.71 FEET TO AN IRON PIPE SET AT THE POINT OF BEGINNING; THENCE FROM SAID POINT OF
BEGINNING NORTH 69'31'25" WEST, A DISTANCE OF 224.20 FEET TO AN IRON PIPE SET; THENCE NORTH 07'05'30"
WEST, A DISTANCE OF 400.00 FEET TO AN IRON PIPE SET IN THE SOUTHERLY LINE OF A STRIP OF LAND DEDI—
CATED TO THE PERPETUAL USE OF THE PUBLIC FOR USE AS A ROAD, SAID STRIP OF LAND BEING 50 FEET IN
WIDTH AS DESCRIBED IN OFFICIAL RECORDS VOLUME 350, PAGE 386; THENCE SOUTH 69'31'25" EAST, ALONG THE
SOUTHERLY LINE OF SAID ROAD, A DISTANCE OF 224.20 FEET TO THE POINT OF INTERSECTION OF THE SOUTHERLY
LINE OF SAID ROAD AND THE WEST LINE OF THE LAND AS DESCRIBED IN DEED BOOK 1082, PAGE 222; THENCE
SOUTH 07'05'30" EAST, ALONG THE WEST LINE OF SAID LAND, A DISTANCE OF 400.00 FEET TO THE POINT OF
BEGINNING. CONTAINING 79,279 SQUARE FEET OR 1.82 ACRES MORE OR LESS.
I
DEED BOOK 1082, PACE 222 I ' DEED BOOK 1082, PAGE 222 1
..... I ^.`
30' EASEMENT FOR INGRESS & EGRESS — ABANDONED PER OFFICIAL RECORDS VOLUME 6327, PA ^
,�E 342 �•.., i 1
FOUND 4"X4" CONCRETE a,
y FOUND 4"X4" CONCRETE
j.... ....... ...... _..,,. ..... ....... . .. / 7 (LB 72) )'' 05'30" E DD' 's,; 3%":AV3#h aTx MONUMENT t`I �7 0.5�JQ" CL.Z)'
MONUMENT 36 S D7' 40D. u;: (LB 3672) I
� — _ — -
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PAGE 722
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POINT OF REFERENCE
t Ic 39Vd '9I9C AOOG a713a
°,fFOUND S OEWALKAG INAIL & DISK N
BENCH MARK
ELEVATION=11.11 (NGVD 1929)
I
t �
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f
,1
f THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "C"
AS WELL AS CAN BE DETERMINED FROIM THE FLOOD INSURANCE
RATE MAP COMMUNITY PANEL No. 120,075 0001 C FOR THE CITY OF LEGEND
ATLANTIC BEACH, DUVAL COUNTY, FLOIRIDA, REVISED APRIL 18, 1983.
X TREE TO BE REMOVED
roject No.: Drawing
DesignedReleased For Construction � 0 ,,.��'""'• "'�� 0401-40
BL on
Connelly & Wicker Inc.
Drawn SCH EIDEL COURT
0 ,. �I
By Consulting Engineers
TAV, BL y EXISTING SITE AND o
v `
0 • �! '
' Checked PREPARED FOR
This Drawing is the property of Connelly & Wicker Inc. 1711 South 5th Street Scale
,
WJB and is not to be reproduced or copied in whole or in Jacksonville Beach, Florida 32250 DEMOLITION PLAN p s' = n 30'
O.C. part. It Is not to be used on any other project and (904) 249-7995 Fax: (904) 241-1126 BEACHES HABITAT 0 �' TA1F OF r1, : ►>�
BEK Is to be returned on request. C.A. No.: 3650 - y�ll� 'A Y S� E..� Date : Sheet ? of
No. Date Revision By c 3�'•P.L.!)#4� 99 r JULY 2, 2004
1"
DEED BOOK 1082, PAGE 222
DEED BOOK 1082, PAGE 222
.. ....... eel
M... ........
- - - - - - - - - - - -
7".- - - - - - - - - - - - - - - - - - --
.... ....... -,. ...... . ...... ......
...... ....... -.... ....... ..... goo 00
30' EASEMENT FOR INGRESS & EGRESS - ABANDONED PER OFFICIAL RECORDS VOLUME 6327, PACE 342�
FOUND 4"X CONCRETE
/ 1
FOUND 4"X4" CONCRETE MONUMENT 3672)
MONUMENT (LB 3672) so I
.... ...... ..... MOA W I I U - -
358.00' ....... ....... ...
10.3 �v
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A=0.67!Ac. POB
-C 9
-7
N=79
ILI
f Tc PATH
_\1 �r�Am. 0) IN___
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Q IsOFFICIAL RECORDS VOLUME 4817
A PAGE 722
A, CQ
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11
AT.
PAGE 35 In Q 0
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:6�/ i {�k� � tih / i4/ ya W'r � 40
----------------
71
-------------------------------
Tc PATH
. . ...... ..... ....... ...... .......
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.7!
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..... ...... ...... ..... ..... . .......
7'w"— 47
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...... ...... . ....... wo 4�
.... ..... .... ...... ....... ................... 41, 0
...... SAN;"JV?y A-1 4 04L
f?IM _ 11 A2 .... .... ...... .......
1 l/; //Wima•: s h"ti'�R'rvA; • hi' COW, �140
FOUND 4"X4' :N", 1*,��&84vo
CONCRETE 10. ..... FOUND 4"X4" CONCRETE
MONUMENT (LB 3672)
N", N;--2_04 V 8' ULAY) 60
-7 MONUMENT NY. F.-ri x� -2,
A
(LB 3672) iNv, OR A' 01.Ay)°
'eq "M41
*::1.63 (12- CLAY%
POINT OF REFERENCE
-V[L 30Vd '91W A008 0330
V kV
LEGEND
/FOUIND MAG NAIL & DISK IN
SIDEWALK - BENCH MARK - 1: EXISTING SPOT ELEVATION
ELEI'VATION=11.11 (NGVD 1929)
---------S-W-------- EXISTING WATER MAIN
EXISTING SANITARY SEWER
Em m m on an MAJOR DRAINAGE DIVIDE
FLOW ARROW
;PR--A BASIN NAME
OIL A=067 Ac. BASIN AREA
SYMBOL SOIL DESCRIPTION GROUP HIGH WATER TABLE 'F
chi
CN=79 CURVE NUMBER
71 Boulogne fine sand, 0 '2% slopes B/D 0.5 1.5 L .1=2 11 J
71 SOIL TYPE
Designed Released For Construction Project No.: Drawing
13L rA Connelly & Wicker Inc. o
0401-40
Drawn SCHEIDEL COURT
TAV, BIL By Consulting Engineers
66.4 PREPARED FOR PRE- DEVELOPMENT DRAINAGE MAP '=!
Checked This Drawing Is the property of Connally & WIcker Inc. 1711 South 5th Street Al '4 21 of gale
- 1 m = .30'
WJ[3 and is not to be reproduced or copied In whole or In Jacksonville Beach, Florida 32250 A
part. It Is not to be used on any other project and BEACHES HABITAT
O.C. (904) 249-7995 Fax: (904) 241-1126 iML13AM -Date
Y if . k, . 11
Is to be returned on request. 0-09,��A —3 of
Date Revision B JULY 2. 2004 Sheet
BEK C.A. No.: 3650 No. By
......... ....
PO -A
A=0-13 Ac. .... ....
CN=79
DEED BOOK 1082, PAGE 222 DEED BOOK 1082, PAGE 222
.. ..... ....
... .......
tF -
.... ...... ...... ....... ...... ...... 7
...... ...... ......
_ _ _ 'OFFICIAL RECORDS VOLUME 6327, PAGE 342
30' EASEMENT FOR INGRESS & EGRESS - ABANDONED PER I
/ �3 I I
KONCRETE
FOUND 4"XA
FOUND 4"X4" CONCRETE MONUMENT 49 3672)
MONUMENT (LB 3672) ft to 0 11 1
-—------ 0 NP-10*1 MAP wa W If Ift �1 -0= 30
00'Z-V
o, 358.00'
.......................
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DUPLEX ONE STORY
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OFFICIAL RECORDS VOLUME 4817
2
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OFFICIAL RECORDS V'OLUME 686 LJ
If PAGE 35
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TWO STORY
TWO STORY DUPLEX TWO STORY
TWO STORY
DUPLEX DUPLE -- -------------- -- -- ----DUPLEX TWO STORY
DU13LEX
71
- - - - - - - - - - - -
'4 ...... ...... ....
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mm
.........................................................
................................. ..........
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..........................................,t
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Al M.M. 104
4 N 07*05'30" W 400.00'
.. ...... ....... ....... ....... ...... ...... ...... ..... ...... ....... .......
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0
n. :R,I'M 11.02 K! ...... ....... ...... ..... �140
FOUND 4-X4"
XN 7 V, N
....... ..... ....... ...... ....... ....... ....... . ... ... FOUND 4"X4" CONCRETE
E-2.04 (f'- e F� A
& CONCRETE I rA
w 4P NY. N MONUMENT (LB 3672)
MONUMENT NV, !2'
(LB 3672) 15 (6' OR B
NV,
,�N PO-B
A=1.86 Ac. POINT OF REFERENCE
CN=88 tII,L 39Vd >10013 (131a
/F LEGEND
bl�
EXISTING SPOT ELEVATION
...... Y /FOUND MAG NAIL DISK IN EXISTING WATER MAIN
SIDEWALK - BENCH MARK -
E ATION:ammmll-11 (NGVI) 1929)
LEV,' t/ ...... ...... ..... ...... ...... EXISTING SANITARY SEWER
In MAJOR DRAINAGE DIVIDE
FLOW ARROW
PO-B BASIN NAME
SOIL SOIL DESCRIPTION HYD WATER TABLE A=.1.86 C. BASIN AREA
SYMBOL GROUp HIGH CN=88 CURVE NUMBER
71 Boulogne fine sand, 0-2% slopes B/D 0.5 1.5
71 SOIL TYPE
Designed Released For Construction ect No.: Drawing
—40
BL Connelly & Wicker Inc. 0401
Drawn Consulting Engineers S C H E I D E L COURT
By
TAV, BIL
PREPARED FOR POST DEVELOPMENT DRAINAGE MAP
�ca(e'
Checked This Drawing Is the property of Connelly & Wicker Inc. 1711 South 5th Street Al
Z49
WJI3 and Is not to be reproduced or copled In whole or In Jacksonville Beach, Florida 32250 A 1 301
E Oro.,
part. It is not to be used on any other project and BEACHES HABITAT V.
O.C. Is to be returned on request. 904 249-7995 249-7995 Fax: (904) 241-1126 A —
WILL M ok > Date
BEK No. Date Revis4on By R. Lot; JULY 2. 2004 S of
C.A. No.: 3650 Sheet -4
F Ac].
70
527, PACE 342
7� .. .....................
7
Al
1C,
DEED BOOK 1082, PAGE 222 DEED BOOK 1082, PAGE 222
CENTERLINE LINE DATA
....... ........ ...... ....... ......
Ll 2.84' S69-1.3'37'IE .... ......
$
.7 ... .............. ....... - - - - - - - - - - -
L2 243.87' S07-0,5'30"E
CENTERLINE CURVE DATA
30' EASEMENT FOR INGRESS & EGRESS ABANDONED PER OFFICIAL RECORDS VOLUME 6327, PAGE 342
NO. L R A T CHORD A.
C1 1 86.76' L 80.00' 162*08'07" 1 48.20' 82.57' S38'09'34'E FOUND 4"X4" CONCRETE
FOUND 4"X4" CONCRETEMONUMENT (LB 3672)
MONUMENT (LB 3672)
V, S 07*05'30" E 400.00 8,Zl-'
..... ....... ...... ---- -- ----- 00'Z 17 ...... ....... ...... ...... .... V
358.00'
0 11 a----0----a-----0- 0
b
W 0
7
- - - - - - - - - - - - - _._ - - -- - - - - - --- - - - - - =`. -
7/7 STORMWATER MANAGEMENT FACILITY POB
................
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ONE RY
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77
MANHOLE A-2 T
STA' 0+64.79
T '71 19�01 7.
OFFSET: 0.17 L OFFICIAL RECORDS VOLUME 4817
...... PAGE 722
EL 11.8L
47.5'
\-18' CU ;GUTTER
... ... ..........
.......................
LOG -5 rtuJ ID
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(TYP.) LATERAL (TYP (TYP
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13E
r DROP( Q
135' BEND t 471,
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7.5' 7. 8.0 7&
18.0 7
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I (OFFICIAL RECORDS VOLUME 686
MANHOLE/A- PACE 35
4.0 (TYP-)
STA: 3+33.47 3
OFFSET .00
.1p EL 11. 9
DIRECTIONAL MORINO
TWO STORY
6' 90- BEND
TWO-STORY TWO STORYDUPLEX TWO STORY TWO STORY x
DUPLEX DUPLEX DUPLEX
DUPLEX
N
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CONNECT TO EXIST. 6. Wm
z- - - - - - -- - --- - - -
B'
- - - - - ... .......
All�;
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--- -!tj J11"! 1!1:: .": '�'>' Ric 0
4
A/ I , .
.............................. .......... .....................-
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4�
tiT 0
...... ....... ...... ....... ....... ...... 0
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N �?Im FOUND 4"X4" CONCRETE
J V, eb, 1;vC)
FOUND 4-X#- N.
CONCRETE 4 fF' ',%,'1'8"
",Q MONUMENT (LB 3872) r'01
-1 k
-1 41) (1 OR t:2" '0..A!'
MONUMENT
(L9 3672)
(6" OR 8' AY)
11 A,y
"k./ STANDARD PAVEMENT REPAIR
POINT OF REFERENCEZ
HIGH POINT ELEV = 11.81 LOW POINT ELEV 11.27 HIGH POINT ELEV 11.77
HIGH POINT STA = 0+59.65 LOW POINT STA = 1+68.65 HIGH POINT STA = 2+84.74
PVI STA = 0+57.37 PVI STA = 1+68.70 PVI STA = 2+84.69
PVI ELEV = 11.92 PVI ELEV = 11-08 PVI ELEV = 11.95
A.D. -1.65 A.D. = 1.50 A.D. -1.50
K 30.30 K = 66.60 K 66.60
... ........................... ................... .............. ....................... .......................................................... ................. ...............
............. ..................66.1 0-0-0 --- 100.0000, VC
....... .......................................... . ..... ........... ................................. ................................ ............ b' VC 100.0000' VC
....... ---
........... ............. ...........................................................
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Z .......................: > .............................. ... 20
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LLJ m LLJ
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0 PRQPOSED GRADE
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F-x - I
PROPOSEb GRAD --IEXIS�NG GRADE
XISTING GOADE -Z Z CL
V)z "0--W.75%
V)
_Z1 0 90% A -0.175% 0 75%.
4 e� : 10
........... ..............................
101............. ............ ............ ........... ......................... ....................... .......................
10 ........................... ................... ..................... ................ . ... .... ........................
269 L.F. 8.00 INj', P.V.C. ® 0.40%
6
100 L.F. 8.00 IN. P.V.C. ® 0.40%
----- ...... ...... ....... ...
.............................. ............................... ....................................... ................................................................... ........................ 0
............. ...................
....................................... ...................... .............................................
DATUM ELEV�a ilqqj im .......... ........................... ...............;.............................................................. Co 01................................................... r7 r ...............
0
II
41
0.00
0 -
-�j
II
..................................................................................................... ............ ............... ........................................................ .................................................................................................................................... '41........... ................................................................................
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............................................ ............. 0
0 -9 0 -5 U-)
>
-6.00 (q
Q 0
`4 00
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.................. . ........................ ...................................................... ................................................................................................................ ................
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........................ ............................ ................... ............. ............................................. .......................... ..................................................... ..................................
... ....... ...
.................... 0+00" - '. , 1+00 2+00 3+00 SCALE:
HORIZ.: 1"=30'
VERT.: 1"=10'
Designed It goes,, pf-b'Ject No.: Drawing
Released For Construction 0401-40
13L Connelly Wicker Inc. 0
SCHEIDEL COURT A
Drawn I
By Consulting Engineers
TAV, BIL
PREPARED FOR ROADWAY PLAN AND PROFILE Scale
? Is
Checked This Drawing Is the property of Connelly & Wicker Inc. 1711 South 5th Street 1 =30,
"k
A OF .
WJB and Is not to be reproduced or copied In whole or In Jacksonville Beach, Florida 32250 117, AT . 1
part. It Is not to be used on any other project and (904) 249-7995 Fax: (904) 241-1126 BEACHES HABITAT -WLLI A ,i,,, S. 0.'E:" Date
0.C. I % 4 V% -5 of -11
Revision JULY 2, 2004 Sheet
BEK Is to be returned on request. C.A. No.: 31650 No. Date /6
;To
LE
7 EV
STORM SEWER STRUCTURE TABLE
N• TYPE TOP INVERTS REMARKS
1 M.E.S. - 15" = 8.50 NW SEE DETAIL
2 CURB INLET 11.39 15" 8.55 N&SE
3 CURB INLET 11.51 15" = 8.95 S&W
4 CURB INLET 11.51 15" = 9.03 E
5 EXISTING INLET 10,23 18" = 4.80 SE
6 J-1 MANHOLE 11.96 18" = 4.90 NW&SE
7 J-1 MANHOLE 12,01 18" 5.13 NW&S
8 J-1 MANHOLE 11.00 15" 5.43= 5.68 (SE)
9 OUTFALL CONTROL STRUCTURE -- 15" = 5.73 NW SEE DETAIL
DEED BOOK 1082, PAGE 222 I DEED BOOK 1082, PAGE 222 1
I 1
i? I
1
30' EASEMENT FOR INGRESS & EGRESS - ABANDONED PER OFFICIAL RECORDS VOLUME 6327, PAGE 342
/ FOUND 4°X4" CONCRETE %a Iti FOUND 4"0' CONCRETE
s, '' MONUMENT (LB 3672) I
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•
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Y. Pdl::Wl,tifi 6" R H" ;::.&Y1 7
q
! � 4�° MONUMENT k+' MONUMENT (LB 3fi72) �/bq
(LB 3672) imv. (7(a a` ^;.r,Y;
UNDERDRAIN ACCESS 14-1/4"x19-1/2"x12" SCREW TYPE PLUG
DEEP, PLASTIC WATER METER SOX WITH W CLEANOUT ADAPTER 7"
SOLID COVER. ` CLEARANCE 1" MIN.- 3" MAX. I 6" I *� �N
—6"I COUPLINGI I 74,-
10
=6" NON—PERFORATED QI �oPVC PIPE ¢
to
N
_ ---- I I—III— -- __ — — I- -
CAST IRON H-20 RATED GRATE *N II—I —1 I 1 6"
FOR DETAILS SEE PAGE 4B / 6 END CAP
6" WHEN PVM'7. SLOPES
13.50" 6" DIA. PERF. PIPE i i i AWAY FROM CURB
*(1) ADAPTORS CAN BE WRAPPED IN FILTER SOCK
INLET AND OUTLET MOUNTED ON ANY ANGLE 5.0" _ _ _ NOTE: WHEN USED ON HIGH SIDE OF ROADWAY, THE
ADAPTORS AVAILABLE 0' TO 359'. TO DETERMINE MINIMUM — I v MI — CROSS SLOPE OF THE GUTTER SHALL MATCH
4 THRU 12 ANGLE BETWEEN ADAPTORS SIEE 11 IL I —
�� " THE CROSS SLOPE OF THE ADJACENT PAVEMENT.
- -
SHEET #6
VARIOUS TYPES OF OUTLETS lc 6" TEE-WYE COUPLING STANDARD
WITH WATERTIGHT ADAPTORS 12" ;n in � O_ O_ NOTE: ALL PIPE AND FITTINGS TO MEET ASTM F758-82 SPECIFICATIONS. CITY STAN
FOR: N C14
�I OTO 300' MAXIMUM DISTANCE BETWEEN CLEANOUTS CURB AND GUTTER DETAI L
SDR-35 SEWER r I
CORRUGATED POLYETHYLENE W ' UNDERDRAIN CLE N OU T DETAIL N.T.S.
SCHEDULE 40 DWV � � �
CORRUGATED PVC
RIBBED PVC w N N.T.S.
z
q STANDARD (H-20) RATED
99
wN DRAINAREA = 62.7 SQ. INCH
_J
_ r— - j <
Cr — z
F, > HINGED GRATE COVER 1/8" T01/4-
1
OVER LAP ENDS OF
FOR EASY ACCESS (COMPACTED) FILTER FABRIC 1'
EXIST. PAVEMENT---) TYPE II ASPHALT CONC.
R
*(2) MAXIMUM 0i� o v a a v a o a s a a
RECOMMENDED a s a v a a 190 oa v "
OVERALL HEIGHT 10' (LBRLIME75)OCK BASE v v a a a 8 MIN. p�
MAX. DENSITY v v v a 100% a v a v v a a a oaa
12" DRAIN BASIN 12" CAST IRON GRATE AASHTO T-180 12" MIN. I —12" MIN. FILTER FABRIC (MARAFI 700X
N.T.S. N.T.S. OR APPROVED EQUAL) iv
COMPACTED BACKFILL
98% MAX. DENSITY PER
AASHTO T-180 � COURSE AGGREGATE NO. 57
TOP OF BEDDING STONE FOR CONTINUOUS a
T — LENGTH OF PERFORATED PIPE a a
12"
6" PERF. PVC(DR35)
(OR APPROVED EQUAL) 12"
�j SEE PLANS FOR INVERTS
CONDUIT OR PIPE
NOS. t�
1. FQQNDATLON: WHERE THE TRENCH BOTTOM IS UNDERDRAIN DETAIL
UNSTABLE, THE CONTRACTOR SHALL EXCAVATE
TO A DEPTH REQUIRED BY THE ENGINEER AND -- 2 — — 2 N.T.S.
--
REPLACE WITH A FOUNDATION OF CLASS I OR II IN MIN.
MATERIAL A5 DEFINED IN ASTM D2321, "STANDARD NOTE: RIGHT-OF-WAY
PRACTICE FOR INSTALLATION OF THERMOPLASTIC METHOD AND MATERIALS OF REPAIR SUBJECT TO OR PROPERTY LINE
PIPE FOR SEWERS AND OTHER GRAVITY--FLOW CITY OF JACKSONVILLE CONSTRUCTION REQUIREMENTS
GROUND SURFACE ANDLIC IOHES," LA DISCRETION EDIFI THE ENGINES AS AN ALTERNATIVE
FOR NEW PAVEMENT TYPE II ASPHALT.
TRENCH BOTTOM MAY BE STABILIZED USING A
STANDARD PAVEMENT REPAIR DETAIL 5' MIN.
WOVEN GEOTEXTILE FABRIC. TOP OF BANK
N.T.S. _ STORMWATER MAINAGEMENT FACILITY
2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, EL - 11'0 DHW MA (SCS)=9.66
IDI OR 1111 LAND ATEST EDITION. AS REQUIRED IN ASTM X\\�\
FINAL BACKFILL
UNDISTURBED UNLESS OTHERWISE SPECIFIED BY THE ENGINEER,
EARTH MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) - 1
FOR 4"-24" (100-600mm) AND 42"-48"(1050-1200mm) 1
CORRUGATED POLYETHYLENE PIPE (CPEP); 6" (150mm) BTM. ELEV. = 8.5 4=
FOR 30"-36" (750-900mm) CPEP. 4 4 min
„ � _ 11 1—
� EXCAVATE AND REMOVE 501E
a 3. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL FILTER FABRIC ( ) N E ANDEBACKFILLVWI�H POND BOTTOM
INITIAL BACKFILL, SHALL BE CLASS I, II OR III AND INSTALLED A5 �� M1111 o=
HDPE PIPE M TITH Tm_11111_11111�11111� 11111� IM
6"-12" (150-300mm) REQUIRED IN ASTM 02321, LATEST EDITION.
ABOVE TOP OF PIPE. POST DRIVEN INTO
4. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, GROUND 18" MIN. FILTER FABRIC
MINIMUM TRENCH WIDTHS SHALL BE AS FOLLOWS: (MARAFI 700X OR �r2.
0' COURSE AGGREGATE N0. 57
HAUNCHING, TO NOMINAL GRADE APPROVED EQUAL) TYPICAL UNDERDRAIN STONE FOR CONTINUOUS
I �SPRINGLINE OF PIPE In ([nm) TRENCH WIDTH. In (mm) FLOW SECTION
4 100 21 530 ,� LENGTH OF PERFORATED PIPE
150 23 580 6 PVC PERFORATED
BEDDING MATERIAL 6
8 200 25 s3o PIPE FL=SEE PLAN
10250 28 710
FOUNDATION 12 300 31 790
18 450 39 990 WIRE OR NETTING 1 i TYPICAL POND SECTION SWMF
IN. TRENCH WIDTH- 24 600 48 1220 N.Y.S.
30 750 66 1680
36 900 78 1980
42 105083 2110 SECTION
TYPICAL TRENCH CROSS-SECTION 48 1200 89 2260
N.T.S.
60 1500 102 (2590) ENVIROFENCE 10OX WITH SED. FILTER
5. MINIMUM COYER: MINIMUM RECOMMENDED DEPTHS OF FABRIC, NETTING & FENCE
COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE
SUMMARIZED IN THE FOLLOWING TABLE. UNLESS
OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM 3.00% 3.00%
THE TOP OF PIPE TO THE GROUND SURFACE. EXIST.
NOTE TO THE ENGINEER: WHEN THIS DETAIL IS TO BE INCORPORATEDAQE YE 8 0 C Mp r GRADE
INTO CONTRACT DOCUMENTS, PLEASE REFERENCE SECTION X-2, MINIMUM RECOMMENDED
"RECOMMENDATIONS FOR INCORPORATION INTO CONTRACT DOCUMENTS" OF LOADING CONDITIOK COVER. in (*ml 1-1/2" ASPHALT TYPE S-1
NSTALLATIONIOFTION D2321,THERM PLASTIC P"STAIIPEFORPSEWERSEANDROTHERRGROUND H25 GRAVITY- H25 (RIGIDIBLE PAVEMENM)NT) 12 ( OQQOj (F.D.O.T. STD. SPEC. 331)
FLOW APPLICATIONS" SO THAT APPROPRIATE MODIFICATIONS CAN BE MADE E80 RAILWAY 24 (610) PRIME COAT (F.D.D.T. STD. SPEC. 300)
TO ACCOMMODATE SITE SPECIFIC NEEDS. HEAVY CONSTRUCTION 48 (1220) ��� � ���
6" LIMEROCK BASE (F.D.0.7. STD. SPEC.
*TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION ��� �� *
200 OR 204 & 911)
12" SUBGRADE (LBR40) (COMPACTED TO
TRENCH INSTALLATION DETAIL _4"x4" TRENCH 98% MAX. DENSITY-AASHTO T-180)
N.T.S. * IN CITY RIGHT-OF-WAY' BASE MATERIAL SHALL BE 8" LIMEROCK BASE.
ELEVATION TYPICAL PAVEMENT SECTION
SILT FENCE DETAIL N.T.S.
N.T.S.
Designed Released For Construction 0
BIL / / Connelly & Wicker Inc. Ko 40No. Drawing
SCHEIDEL COURT ° �N
;�� 040 -40
TAV, BL By
Drawn Consulting Engineers ° .
• 41 1
PREPARED FOR ,� •` � 1 `�.� , ''. � «
Checked 1711 South 5th Street PAVING & DRAINAGE DETAILS o - • _ scale
This Drawing is the property of Connelly & Wicker Inc. t' •� .: 1 .� N.T.S.
WJB and is not to be reproduced or copied In whole or In Jacksonville Beach, Florida 32250 BEACHES HABITAT ° 5 �'. to ' �
O.C. part. It is not to be used on any other project and U1IIL"U l B MjDate
(904) 249-7995 Fax. (904) 241-1126 No Date Revision By , ',',;�� 1c �';` JULY 2, 2004 Sheet -7 _ of 11
BEK is to be returned on request. C.A. IV D.• 3650
• w
C�
METER BOX TO BE DOUBLE
WALL PLASTIC WITH TOUCH
READ LID.PAVEMENT CITY OF ATLANTIC RBEACH STDS.
MING WITH
Bc + 18" MAX. CURB
Bc + 12" MIN. Bc + 18" MAX. COMPACTED
DOUBLE STRAP BRONZE \ CURB STOP
SHEETING SHEETING Bc + 12" MIN. BACKFILL SERVICE SADDLE WATER 10" MIN. MADE BY I PLUMBER
Bc COMPACTED 12" SERVICE CORPORATION ;STOP /
BACKFILL LINE REQUIRED ALL SERVICES METER /
WATER MAIN 30" MIN.
12"
III I� I PVC WATER SERVICE LINE
UNDISTURBED 501E
1/4" Bc 22-1/2' O 22.5'
II I- COMPACTED -III 4" MIN.
(III — III GRANULAR — — - — — SET METER ON UNDISTURBED
SHAPED BOTTOM — MATERIAL OR COMPACTED SOIL
— — _� �_T.� •TTT• •.� •TTT-ITT � I DISTRIBUTION (MAIN
SUITABLE UNDIST—
URBED SOIL do 0.5 Bc
UNIT PRICE PAY QUANTITY
INCLUDING WATER METER
HALF SECTION HALF SECTION HALF SECTION HALF SECTION NOTES: AND BOX IF APPLICABLE
SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH CORPORATION STOP F81600 FORD
OR APPROVED EQUAL, SIZE 1) METER T(0 BE LOCATED IN THE STREET RIGHT—OF—WAY, FIVE FEET
TYPE I TYPE II CONFORMING TO SERVICE LINE
OUTSIDE OF THE PROPERTY LINE AND FIVE FEET INSIDE OF THE
SHAPED BOTTOM W/ COMPACTED GRANULAR BEDDING PROLONGATION OF ONE OF THE SIDE PROPERTY LINES.
TAMPED BACKFILL CLASS `B' WATER SE VICE TAPPING DETAIL
2) LOCATING WIRE REQUIRED ON SERVICES.
TYPICAL BEDDING DETAIL N.r.s.
3) NO OPEN) CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY
IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY THE ENGINEER.
N.T.S.
N.T.S.
R/W LINE
ROADWAY TO R/W LINE VARIES PROPERTY LINE
METER BOX PROVIDED AND INSTALLED BY
VARIES BORE AND JACK UNDER I W CURB STOP AND—METED' G'
PAVED ROADWAY AND CURB 1"x3/4" RED. SEE SPECIFICATIONS AND STANDARDS
WATER MAIN ROADWAY WIDTH VARIES ____I0.5' TYP,
SIZE VARIES
1" CORPORATION STOP
5' TYP. — 5• TYP i
21 1 `CONTRACTOR TO
— 1" SCH, 40 PVC SERVICE PIPING I CONNECT TO PRIVATE SERVICE
11=III=III=III WITH NECESSARY COUPLINGS, FITTINGS
6 MAX SEfRMCE TI=E, TAPPING 1" SCH. J PVC I AT R/W LINE
" 1" SWING JOINTS
I III=I I 1 0°'"'�"�'� SLEEVE OR TAPPED TWO EACH
�NOTEµ
sr�N E /4 COIUPLING, SIZED FOR MAIN
l B' MINIMUM 9' MINIMUM I
I r EXISTING UnLRY PIPE
SEE NOTEµ f
tvt.L LFrNGr7N of
PIPE CENTERED +
SFE NOTES MECHANICAL JOINT ll 1 4.T2 t/x ,/ AT CROSSING.
E>asma unary OR 4tr BENDS (SIZE V ) PROPOSED RECLAIMED WATI7N MNH J SEE NOTES PLAN VIEW - SINGLE DOMESTIC SERVICE
PROPOSED RECLAIMED WATER MAIN PIPE SIZE a TYPE VARIES SEE NOTES
SIZE#TYPE VARIES
+ \ — ONEaNIBAENos(Nzetv4")2 t/r
THE LEN OF THE PIPE TO C ROMCEN T EACH
SIDE OF BEND SHAT.DE W AIxORDANCE WITH TABLE
FOR MECHANICAL RESTRAINT LENOTM (SEE DETAIL
FULL LENGTH OF PIWE CENTERED AT RW-23)�N�J.JOINTS 20' MIN. EACH SIDE OF E)0SRN0
FULL LEN SLS NOin PIPE SFW L BE MECHANICALLY RESTRAINED.CROII
RESTRAINED JOINT(TYP.) TEL
EST�WlED I 9' MINIMUM 0' MINIMUM I R/W LINE
THE LENGTH OF THE PIPE TO BE RESTRAINED EACH SIZE AS rd=M (TYP.) 5>g A91 REQUIRED
SIDE OF BEND SHALL BE IN ACCORDANCE WITH
TABLE FOR MECHANICAL RESTRAINT LENGTHS, (SEE
DETAIL RW-23 ALL JaNLS 2D' MIN. EACH SIDE NOTES:
I�Pe ROADWAY TO R/W LINE VARIESMETER BOX
ROF EXISTINO ESTRAINED. (IEE SHALL BE MECHANICALY VARIES I WOCURB STOPR�p}E}M R INSTALLED �trid� ' elm.
�. 80RE AND JACK UNDER CONTRACTOR /
1. IF EXISTING UTILITY PIPE IS A RECLAIMED WATER MAIN PAVED ROADWAY AND CURB 1-1/2"x3/4" REDAll SEE SPECIFICATIONS AND STANDARDS
1. IF EXISTING UTILITY PIPE IS A (RECLAIMED WATER MAIN 6—INCHES OF SEPARATION IS REQUIRED. WATER MAIN ROADWAY WIDTH VARIES 0.5' TYP.
6—INCHES OF SEPARATION IS REQUIRED. SIZE VARIES L
2. IF EXISTING UTILITY PIPE IS A WATER MAIN, FORCE MAIN, SANITARY CORPORATION STOP 2. IF EXISTING UTILITY PIPE IS A WVATER MAIN, FORCE MAIN, SANITARY SEWER LINE OR STORM SEWER, 18 INCHES OF SEPARATION IS 5' TYP• �_PROPERTY LINE
SEWER LINE OR STORM SEWER„ 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C900,REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C905 OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6--INCHES. A 5'TYP
0900, C9D5 OR D.I. PIPE SEP/ARATION CAN BE REDUCED TO FULL LENGTH OF PIPE SHALL BE CENTERED UNDER EXISTING UTILITYL 1-1/2" SCH. 40 PVC SE CE PIPING6—INCHES. A FULL LENGTH OF PIPE SHALL BE CENTERED OVER MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR 18" INCH OR 6—INCH 6" MAX SE.RVICE TEE, TAPPING 1--1/2" TEE, SCH. 80
EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR SEPARATIONS AND ALL WATER MAIN CR05SING5. SLLEEVE OR TAPPED CONTRACTOR TO
18—INCH OR 6—INCH SEPARATIONS AND ALL WATER MAIN COUPLING, SIZED FOR MAIN 1--1/2" SWING JOCONNECT TO PRIVATE SERVICE
CROSSINGS. 90' SCH. 80 PVC NTH NECESSARY COUPLINGS, FITTINGS
3. LOCATING WIRING REQUIRED. SEE DETAIL RW-36
3. LOCATING WIRING REQUIRED. SEE DETAIL RW-36 TWO EACH AT R/W LINE
It 11
4. DEPTH OF BURY TO BE 36" IN PAVED AREAS MEASURED FROM 4. DEPTH OF BURY TO BE 36" IN PAVED AREAS MEASURED FROM
FINISHED GRADE. DEPTH OF BURY TO BE 30" MINIMUM IN FINISHED GRADE. DEPTH OF BURY To BE 30" MINIMUM IN UNPAVED
UNPAVED AREAS. MAXIMUM DEPTH SHALL BE 60" UNLESS AREAS. MAXIMUM DEPTH SHALL BE 60" UNLESS APPROVED OTHERWISE
BY
APPROVED OTHERWISE BY JEA. IEA.
ADJUSTMENT OVER EXISTING UTILITYADJUSTMENT UNDER EXIS]ING 11,1111LITY PLAN VIEW — DOUBLE DOMESTIC SERVICE
N
N.T.S. N.T.S. NQIE5
1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS.
2. NO CONNECTI(DN TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL
ALL NEW WAITER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE.
WATER SYSTEM TYPICAL DETAILS
N.T.S.
Designed Releaseon � 0401-40
d For Construction /
roject No.: growing
BL Connelly & Wicker Inc. o
Drawn Consulting Engineers
SCHEI
DEL COURT � '
B /
TAV, BL y A � . � �I" r
PREPARED FOR ` v r
Checked Th(s Drawing Is the property of Connelly & Wicker Inc. 1711 South 5th Street WATER DETAILS Q I a f 4 � ,^tn '8cale .
N.T.S.
WJB and Is not to be reproduced or copied In whole or In Jacksonville Reach, Florida 32250 0 " ' � o ;.� r
BEACHES HABITAT ' ,i�1I Aa, °Date
O.C. port. It is not to be used on any other protect and (904) 249-7995 Fax: (904) 241-•1126 0 �'' "f�.i�,�.,; " g
BEK is to be returned on request. C. A �IO�, 3 fiC�Q No. Date RBvision By r; r `+t ���,\ �� Sheet _—_ of
/`1 �V �f�._ ' . JULY 2 2004
Y
SEWER OR
NONPOTABLE
WATER MAIN
MIN. WATER MAIN-\ ILL
SANIITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS CONSTRUCT z MECHANICALLY +
MAIN) ' °� RESTRAINED �
AND BENDS TO ALIGN WITH EXIST. LATERALS. STANDARD WATER MAIN
CLEAN—OUT JOINTS
UNDISTURBED
30 deg. EARTH SEWER MAIN
L.IR. BEND NOTES: 10' 10'
1. WHERE A 10 FOOT PARALLEL SEPARATION CANNOT BE MAkINTAINED BETWEEN A
- - ® WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATERZ MAIN, THEN THE WATER
MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEVNER MAIN OR NONPOTABLE
' WATER MAIN. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON
UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST '10 FEET IS OBTAINED.
6" SERVICE
PIPE 2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNIOT BE MAINTAINED
BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTTABLE WATER MAIN THEN
q 5 de THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OFR NONPOTABLE WATER MAIN
9 w WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THIE SEWER OR
' WYE NONPOTABLE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED
ON THE POINT OF CROSSING AND THE WATER MAIN SHALLL BE 20 FEET OF
DUCTILE IRON PIPE WITH MECHANICALLY RESTRAINED JOINITS.
SINGLE WYE PLAN SEWER SEPARATION DETAIL
N.T.S.
PLANS — SANITARY SERVICE CONNECTIONS
N.T.S.
R/W LINE
CLEANOUT FRAME /AND COVER,
EXIST. AND FINISH GRADE INSTALL CLEANOUT, SEE DETAIL PVC FITTINGS, SCRIEW CAP
=1
_ _ _ _ _ _ SIDEWALK I 2'X2'X3" CONCRETE PAD
- - - - — - — ._ -
111-11 Im1 I'I r T
— — AROUND
SANITARY SEWER m -�mIDmI
DITCH \ SERVICE WYE -- - • DITCH 6" SERVICE PIPE LL�� 6" PVC BACKFILL IAS ANDSPEFITTINGS
BANK
URISER BANK ��
NECESS RY z ar
1 .0 % MIN. SLOPE �o
STANDARD SEWER
-- STANDARD PVC SEWER BEND
WYE, 6"X6" CONNECT TO EXIST. SERVICE
WITH NECESSARY FITTINGS
SEE TRENCH DETAILS FOR BEDDING
AND COMPACTION STOPPER OR
CONNECTION z �uNDISTURBED SOIL
TO EXIST. LATERAL
NOTES:
1 . CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS SEWER CLEANOUT DETAIL
2. PROVIDE ,APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. N.T.S.
3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED,
TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER.
Bc 113" MAX.
Bc 12" MIN. CAREFULLY
SECTION—SANITARY SERVICE CON ECTIONS SHEETING COMPACTED
BACKFlLL
N.T.S.,
12"
1/4 Bc
/, .•.'. I .. � 4'' MIN.
i
-- STREET STREET TOP OF PAVEMENT AVG. GRD. SURFACE
COMPACTED GRANULAR
MATERIAL
VARIABLE TO BE DETERMINED HALF SECTION HALF SECTION
BY ENGINEER IN FIELD �� SHEETED TRENCH UNSHEETED TRENCH
TOP OF PAVEMENT AVG. GRD. SURFACE VARIES b - • TYPE II
I~ COMPACTED GRANULAR BEDDING
FOR COVER OVER EXIST.
,, • "�/I/� I I PIPE 3' OR LESS
VARIES EXIST. PIPE-- _ Bc + 18" MAX
SAND CUSHION Bc Bc + 12 " MIN.
FOR COVER OVER EXIST. I 3" MIN. CAREFULLY
6" PVC BEND PIPE EXCEEDING 3' MIN. SLOPE - —I— COMPACTED
SHORT RADIUS I 1/4" PER FT. BACKFILL
MIN. SLOPE 1/4" PER FOOT 12"
-fi-
I SAND CUSHION 3" MIN. 6" P.V.C. PIPE I
VARIABLE-TO BE DETERMINED SHEETING �\ Y
aEXIST.
/ SHAPED BOTTOM6" PVC PIPBY ENGINEER IN-FIELD SUITABLE UNDISTRURBED SOIL
PIPE 0.5 Bc
ALTERNATE GRADIENT FOR 6 INCH LATERAL
ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES HALF SECTION HALF SECTION
SEWERS AT CONFLICTS WITH EXISTING UTILITIES SHEETED TRENCH UNSHEEfED TRENCH
P
» 6�� PVC BUILDING SHAPED BOTTOM w I AMPED BACKFILL
5 PVC BUILDING CONNECTION UNDER CONFLICT) BEDDING DETAILS CLASS B
CONNECTION OVER CONFLICT N.T.S. N.T.S.
N.T.S.
Designed jec
Released For Construction A
P t No.: Drawing
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Drawn ConsultingEngineers SCHEIDEL COURT A ,., �� ..:.� �.,�"
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Checked This Drawing Is the property of Connelly & Wicker Inc. 1711 South 5th Street PREPARED FOR SANITARY SEWER DETAILS A �. ' ,
� �'� U► 'State
JB l : 4. N.T.S.
W and Is not to be reproduced or copied In whole or In Jacksonville Beach Florida 32250 ii
o.C. part. It Is not to be used on any other project and (904) 249--7995 Fax: (904) 241-1126 BEACHES HABITAT A -• WIlAAMa�t. RI ��;�� ;'Date , 1 ,�
BEK is to be returned on request. Ci. A. 1.10.: 36 50 y '• p'��� Z��9' .� m JULY 2 2004 Sheet _9_ of i
r1 1V No. Date Revision B , ,. • , .. .'
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GENERAL NOTES: UTILITY NOTES: EROSION & SEDIMENT CONTROL NOTES:
1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALIL RELATIVE SECTIONS 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE 22. THE RECORD OR AS--BUILT DRAWINGS SUBMITTED TO PLACE THE CONSTRUJCTION INTO SERVICE 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT
OF CITY STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS. DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR
LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS LINES AT ALL CROSSING AND PARAL!EL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS ADDITIONAL INFORMATION ON SEDIMENT AND EROSION
2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO THAN 10 FEET. CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL--A
O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OFF CROSSINGS WILL BE GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM
INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OFR PERSONS DURING LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURRES CLEARLY DEPICTED THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL
THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING" WITH O.S.H.A. THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETVWEEN THE WATER AND PROTECTION (F.D.E.P.) CHAPTER 6. THE CONTRACTOR
REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. SHALL PROVIDE EROSION PROTECTION AND TURBIDITY
BID. UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAYCONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE
FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO 23. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIIOR TO PREPARING COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS ABVD TEES. TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO
THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE ,AND THE EXTENT AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. 24. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION
OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACIE, WHICH MAY AFFECT BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE
THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIAILS REQUIRED. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE JOINT, CAST IRON, FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT
TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PfRESSURE AND 400 INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION
FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY AND PRIOR PSI TEST PRESSURE. COSTS AND FINES.
THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. 25. ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF
ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO WATER AND SEWAGE FORCE MAINS. 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE
AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TrO THE 3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS
CONSTRUCTION OF THE PROJECT. CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO
CONFORM WITH CURBING, PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. 26. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT' 15Q PSI FOR 2 OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANW FIELD EXPLORATION HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS
OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN AND CRITERIA.
UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. THE ENGINEER MUST BE EROSION AND SEDIMENT CONTROL BARRIERS SHALL
OFF SITE BORROW THAT WILL BE REQUIRED. NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. 3.
PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS
5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES.
27. A UTILITY COMPANY PRECONSTRUCTION CONFERENCE MUST BE HELD PRIORI TO COMMENCEMENT POTENTIAL FOR DOWNSTREAM WATER QUALITY DE
AND THE CITY FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER 6. ALL DRAINAGE PIPE JOINTS IN CITY DRAINAGE EASEMENTS, DRAINAGE EASEMENTS OF WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT UTILITY COMPANY TO 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING
AND THE CITY. BETWEEN PRIVATE LOTS, DRAINAGE RIGHT-OF-WAYS AND UNDER PAVED ROADS ARE TO BE SCHEDULE THIS CONFERENCE. A PERMANENT STAND OF SOD AND/OR GRASS PER CITY
6. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.) UNITED FILTER-WRAPPED.
28. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. THIS SERVICE STANDARDS AND MEETING THE N.P.D.E.S. FINAL STAB
ILIZATION
STATES COASTAL AND GEODETIC SURVEY (U.S.C. & G.S.), AS DETERMINED BY BSHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. A REQUIREMENTS.
OATWRIGHT 7. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINENIT DATA SUCH AS
LAND SURVEYORS. FILE NO. 2004--0257 BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE. DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL TI SUBMITTED TO THE 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE
OWNER AND ENGINEER PRIOR TO ACCEPTANCE, AND ONE COPY OF THE VIDEO TAPE SHALL BE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS
7. FOR BOUNDARY, ROADWAY AND LOT GEOMETRY INFORMATION SEE PLAT. 8. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE SUBMITTED TO THE CITY. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST.
8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST ®E REINSPECTED JOHNS RIVER WATER MANAGEMENT DISTRICT.
MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH COUNTY REQUIREMENTS. THIS 9. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PRIOR TO ACCEPTANCE. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND
SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES PAVEMENT. EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL PERFORM
LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR 29. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN AmY EXISTING WATER GROUNDWATER TESTING IN ACCORDANCE WITH THE
TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE 10, ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY AN AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE: CONTRACTOR SHALL ENVIRONMENTAL PROTECTION AGENCY FEDERAL REGISTER,
RECOMMENDATION FOR UNDERDRAIN PLACEMENT. UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTIILITY A MINIMUM OF PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM
FLORIDA STATUTES. 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. CONTAMINATION LEVELS. CONTRACTOR SHALL BE
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF
INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY RIGHT-OF-WAY PERMITS FOR 11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL 30. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER
WORK IN THE CITY RIGHT- OF-WAY OR EASEMENT. SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS ENCOUNTERED DURING CONSTRUCTION AND DEWATERING
SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS-BUILT" SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED OPERATIONS.
10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE RIGHT-OF-WAY DRAWINGS FOR THIS PROJECT. WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND
WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. 7, 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE
AND REPAIR. 12, ALL SEWER MAINS SHALL BE PVC (ASTM-3034) DR-35 FOR DEPTHS TO 15 FEET, DR18 FOR CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE
11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL DEPTHS 15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. 31. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT--OF-WAY EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE
OR CITY EASEMENT MUST BE IN CONFORMANCE WITH THE CITY APPROVED MATERIALS ELIMINATION SYSTEM RULES AND REGULATIONS.
"UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. 13. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER MANUAL.
FOOT AND SHALL BE TERMINATED 5 FEET FROM THE HOUSE WITH A DEPTH OF 48" UNLESS 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN
12. "AS-BUILT" DRAWINGS - AS-BUILTS TO THE CITY AND THE ST. JOHNS RIVER WATER 32. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED 48 HOURS IN FILTER FABRIC TO PREVENT SEDIMENTATION OF THE STORM
OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. A SEWER SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER
MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED CLEANOUT SHALL BE INSTALLED ON EACH SERVICE AT THE PROPERTY LINE. ADVANCE THROUGH ROB I�F}5E}Y AT ELEPHONE 247--5834.
LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBIILITY TO CONTRACT FABRIC UNTIL THE ASPHALT/CONCRETE PAVEMENT IS PLACED.
WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD n 33. CONTRACTOR SHALL INST L WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN
14. WATER LINES SHALL HAVE A MINIMUM OF 36 COVER FROM FINISHED .RADE UNLESS OTHERWISE
LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH SHOWN. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH AWWA C651 DISINFECTION ACCORDANCE WITH CITY ANDARDS.
-' 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS
CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE STANDARDS.
CONTRACTOR'S RESPONSIBILITY TO PROCESS THE "AS-BUILT" DRAWINGS FIOR APPROVAL BY THE 34. CONNECTION CONTINGE UPON CONSTRUCTION, DEDICATION AND FINAL AiCCEPTA►dCE OF THE AND/0R SWALES FROM SEDIMENTATION DURING
CITY. AS-BUILT DRAWINGS MUST BE PROVIDED TO THE CITY IN HARD COPY AND DIGITAL 15. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF---pw AND OFFSITE WATER TRANS ISSION SYSTEM AND SEWER COLLECTION SYSTEM UNITHIN THE LIMITS OF CONSTRUCTION USING NECESSARY SEDIMENT CONTROL
BARRIERS.
FORMAT, IN AUTOCAD 14 OR HIGHER. SHALL BE SO MARKED. THIS PROJECT.
16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE
13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. UNTIL FINISHED WORK IS COMPLETECONTRACTOR SHALL SEED ALL AREAS AND MAINTAIN EROSION
.
IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NJOTIFY THE ENGINEER CONTROL BARRIERS IN PLACE TO PREVENT EROSION,
AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM SILTATION AND AND INCREASE RUNOFF.
14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS
SEWER SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS,
INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET
EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT. HORIZONTAL SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. DR 18 AWWA
15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN AICCORDANCE WITH C--900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER) WILL BE USED WITH THE
CITY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF
TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 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
16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. OF SEPARATION WHERE POSSIBLE.
IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH
RECORD FOR REINSTALLATION OF THE MONUMENT.
A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY
17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY PIPE (I.E. DR 18 AWWA C--900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER)
CONTRACTOR. 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
18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT
CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 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.
19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE
20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, (PERMITTED AND POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF
COORDINATED WITH CITY FIRE MARSHAL. CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS.
21. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS NAY BE DETERMINED 21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED
NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THIE CONTRACTOR SHALL AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH
NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE 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
PREPARATION OF THE ROADWAY SUB-BASE. 100 FEET BEYOND ANY DISCOVERED SOLVENT.
22. PROVIDE CONTRACTION JOINTS AT 10' O.C. AND EXPANSION JOINTS AT 501' O.C. ON ALL
EXTERIOR SIDEWALKS AND CURBING. COMPANY CONTACT / TELEPHONE #
23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. WATER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS CHRIS WALKER / 247-5834
24. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SEWER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS CHRIS WALKER / 247-5834
INDEXES 11860, 17346, AND 17352.
ELECTRIC SERVICE JEA CARL ZEWLER / 665-6071
25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED (ROADWAY/SITE
DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDIRO-BLASTING METHOD. TELEPHONE BELL SOUTH RICK MULL / 519-2543
CABLE AT&T 1--800-432-4770
Designed Released For Construction Q y j1���/ aject 40No. Drawing
BL LdA
Connell & Wicker Inc. o �
Connelly D401-40
SCHEIDEL COURT '
Drawn By Consulting Engineers Q •� '"�•��
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Checked 1711 South 5th Street PREPARED FOR GENERAL NOTES ��' Scale .
This Drawing Is the property of Connally & Wicker Inc. til9! r°~y
WJB N.T.S.
and Is not to be reproduced or copied in whole or In Jacksonville Beach, Florida 32250
art. It Is not to be used on any other project and BEACHES HABITAT
D.C. p (904) 249--7995 Fax. (904) 241-1126 Q YYJtuA�j G ,,` �S, p' , : Date
BEK is to be returned on request. C.A. No.: 3650 No. Data Revision BY 9. �1 r.
�:P �'' ¢499 JULY 2 2004 Sheet - - of
OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS
SITE DESCRIPTION GENERAL CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL HAZARDOUS PRODUCTS
UP IS STABILIZED, THE WATER SHOULD NOT BE ALLOWED TO THE 3.600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCES THE RISKS ASSOCIATED WITH * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO
PROJECT NAME AND LOCATION: RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND
SCHEIDEL COURT THE CONTRtACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S
HAZARDOUS MATERIALS. TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.
IN ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL
ATLANTIC BEACH, FLORIDA REQUIREMEPNTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT,
AND TURBIEDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPILING MATERIAL. NO EXCAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE. AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10
OWNER NAME AND ADDRESS: ADDITIONAL. MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB,
BEACHES HABITAT
CONDITIONS3 AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL * ORIGINAL LABELS AND MATERIAL SAFE=TY DATA WILL BE RETAINED; THEY WHICHEVER COMES FIRST.
1671 FRANCIS AVENUE OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE COLLECTION FACILITY. SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFORMATION. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES
ATLANTIC BEACH, FL 32233 REQUIRED TI'O ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. PROMPTLY REPAIRED.
THE SYSTENM INTO OPERATION. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODEABLE * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL
DESCRIPTION: SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FFOR PROPER DISPOSAL WILL BE * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED
9-LOT SUBDIVISION ON A CUL-DE-SAC FOR CONSTRUCTION OF DUPLEXES. SEQUENCE OF MAJOR ACTIVITIES: EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH
EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF PRODUCT SPECIFIC PRACTICES INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE
ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: INSPECTOR IS ATTACHED.
SOIL DISTURBING ACTIVITIES WILL INCLUDE: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND
OF SEDIMENTS. PETROLEUM PRODUCTS WASTE DISPOSAL AVAILABLE UPON REQUEST TO THE OWNER. ENGINEER OR ANY FEDERAL,
CLEARING AND GRUBBING; EARTHWORK, PAVEMENT AND GRADING; 1. INSTALLL STABILIZED
9. INSTALL UTILITIES, STORM SEWER, ALL ONSITE VEHICLES WALL BE. MONITORED FOR LEAKS AND RECEIVE STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION
STORM SEWER, AND PREPARATION FOR FINAL PLANTING CONSTFRUCTION ENTRANCE CURBS & CUTTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE MAINTEMIANCE TO REDUCE THE CHANCE OF PLANS, OR STORM WATER MANAGEMENT PLANS.
AND SEEDING. 2. INSTALLL SILT FENCES AND HAY DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM
10. APPLY BASE TO PROJECT WASTE MATERIALS LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM
BALES3 AS REQUIRED 11. COMPLETE GRADING AND RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS WHICH ARE CLEAERLY LABELED. ANY ASPHALT SUBSTANCES THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF
RUNOFF COEFFICIENT: 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE USED ONSITE WILL BE APPLIED) ACCORDING TO THE MANUFACTURER'S TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS
1. PRE-CONSTRUCTION = 90 SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE RECOMMENDATIONS. OF NON--COMPLIANCE.
2. DURING CONSTRUCTION = 92 BASIN 12. COMPLETE FINAL PAVING B. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT
3. POST-CONSTRUCTION = 94 4. CONSTFRUCT SEDIMENTATION AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE FERTILIZERS
13. REMOVE: ACCUMULATED * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO
BASIN SEDIMENT FROM BASINS RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR
SOILS: 5. CONTIMUE CLEARING AND WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE
SEE SOIL BORING REPORT FOR SOILS DATA 14. WHEN ALL CONSTRUCTION
GRUB83ING ACTIVITY IS COMPLETE AND THE COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WALL NOT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE BE WORKED INTO THE SOIL TO) LIMIT EXPOSURE TO STORM WATER.
REPORT.
517E MAPS: LATER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY
* SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, fi. STOCK: PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE
AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS. 7. PERFOFRM PRELIMINARY GRADING TEMPORARY DIVERSION9CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE.
SWALES/DIKES AND RESEED/SOD PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS ON SIITE AS REQUIRED . TEMPORARY SEEDING AND MULCHING: SLOPES S FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH
THAN AB THAT THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEALABLE PLASTIC BIN TO AVVOID SPILLS. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND
AND STORM WATER DISCHARGE POINTS. RAPH $ BOVE
8. STABILUZE DENUDED AREAS AND AS REQUIREDSEEING THAT THESE PROCEDURES ARE FOLLOWED. PAINTS MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND
* SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.
PRACTf1CA
TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS STOCTICA S BLJr A5 SOON A5 LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED
ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT
* SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE
PERMANENT STABILIZATION. HAZARDOUS WASTE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING NON-STORM WATER DISCHARGES
10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
SITE AREA: SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER IT 15 EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES
1. TOTAL AREA OF SITE 1.82 AC TIMING OF CONTROLS/MEASURES SUITABLE: METHODS N REQUIRED TO ASSURE OPTIMUM GROWING MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD:
MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE CONCRETE TRUCKS !'ALL NOT IBE ALLOWED TO WASH OUT OR DISCHARGE
2. TOTAL AREA TO BE DISTURBED = 1.82 AC CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO * WATER FROM WATER LINE FLUSHING
TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED SURPLUS CONCRETE OR DRUMI WASH WATER ON THE SITE.
AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR
AND HAZY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL. CONITROL PRACTICES HAZARDOUS MATERIALS HAVE OCCURRED).
CONTROLS
BASIN VMLL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).
OTHER IPORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT
THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE ALL NON-STORM WATER DISCHARGES WALL BE DIRECTED TO THE SEDIMENT
EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND CONSTRIUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND BASIN PRIOR TO DISCHARGE.
TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON CEASED.. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGETATIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP:
PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY AREA, 117HAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS.
TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CONTRACTOR'S CERTIFICATION
THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE: SEDIMENT TRAPS CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE
STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR A AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO OFFSITE VEHICLE TRACKING PROCEDURES AND THE LOCATION OF TIRE INFORMATION AND CLEANUP I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE: TERMS AND
VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED, IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP SUPPLIES. CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE
REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT ELIMINATION SYSTEM (NPOES) PE=RMIT THAT AUTHORIZES THE STORM WATER
STORM WATER MANAGEMENT 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF TO THE SITE ENTRANCE WALL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECE5SARIY FOR SPILL CLEANUP WILL BE KEPT DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE
STORM WATER DRAINAGE WALL BE PROVIDED BY (DESRIPTION:) CONTROLS THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE= AREA ONSIITE. EQUIPMENT AND MATERIALS WILL CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.
1 WET DETENTION STORMWATER MANAGEMENT FACILITY OFFSITE FACILITIES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A
INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS,
FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY LITTARPAULIN. GLOVES, GOGGLES, LIQUID ABSORBENT 1(l.e. KITTY TER OR EQUAL),
WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY
COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 13.18 ACRES WILL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE FOR THIS PURPOSE.
0.00 CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWIT! SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN
HAVE BEEN REGRADED, ACRES LEFT UNDISTURBED. THE SITE DISCHARGES VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED w
TO A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. F= w
OR SODDED. � �
WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN 0, ¢ a
THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL p
DETENTION BASIN. THE WET DETENTION SYSTEM IS DESIGNED WITH A ?i DAY ON THE EROSION AND TURBIDITY CONTROL PLAN AND A❑❑ ADDITIONAL CONTROL STRUCTURAL PRACTICES � Q
PRESENT ONSITE DURING CONSTRUCTION:
MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM �` U
LOCAL EIii05fON AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION ❑IKES MAY BE ❑ Fertilizers ❑ Wood CONTACT WITH A HAZARDOUS SUBSTANCE. 03
SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS ❑Concrete
TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR As USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. z
REQUIRED) BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIREDAND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D 914. El Asphalt ❑ Petroleum Based Products El Masonry Blocks SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE a g
TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT ❑ Tar ❑ Cleaning Solvents ❑ Roofing Materials APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE
TIMING OF CONTROLS/MEASURES SITE BY 1THE REGULATORY AGENCIES, 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN ❑ Detergents ❑ Paints ❑ Metal Studs SIZE OF THE SPILL
AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF
REFER TO " CONTRACTORS RESPONSIBILITY' FOR THE TIMING OF EROSION AMD SEDIMENT'CONTROLS DISCHARGE FROM A DISTURBED AREA. ❑ -- ❑ ------ El --�-- THE SPILL PREVENTION PLAN WILL BE )ADJUSTED TO INCLUDE MEASURES TO
CONTROL/MEASURES. STAEIIUZATIION PRACTICES THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP
1. HAY I BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW
INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION SPILL PREVENTION THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT
CERTIFICATION OF COMPLIANCE WITH DIKE: CAUSED IT, AND THE CLEANUP MEASUFRES WILL ALSO BE INCLUDED.
FEDERAL, STATE AND LOCAL REGULATIONS DISTUIRBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE MATERIAL MANAGEMENT PRACTICES E m
FOLLOWING LIMITATIONS: A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION 15
APPLICABLE ERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE
WHo
IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM A. WVHERE THE MAXIMUM SLOPE BEHIND THE BARRIER•15 33 PERCENT. BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR.
B. IMI MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND a
WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING THE STRUCTURE. REFER TO D-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE/SHE WILL DESIGNATE AT LEAST ONEE OTHER SITE PERSONNEL WHO
CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES.
PERMITS HAVE BEEN OBTAINED. CURB INLET SEDIMENT FILTER AND D-904 FOR CONSTRUCTION OF A WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE w p•
C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. � o
D.E.R. DREDGE FILL PERMIT DROP INLET SEDIMENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE �
/ # D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE z
OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL
C.O.E. DREDGE/FILL PERMIT # BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED vi 1?�
PERSONNEL WILL BE POSTED IN THE: MATERIAL STORAGE AREA AND IF cn z
5.J.R.W.M.D. M.5,5,W. PERMIT# THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. i
PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE APPLICABLE, IN THE OFFICE TRAILER ODNSITE. N v
SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE: =2 w
AGAINST WASHOUT.
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO m o
POLLUTION PREVENTION PLAN CERTIFICATION REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY AREAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP DO THE JOB.
I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER
SEDIMENT TRAP. MAINTENANCE/INSPEC;TION PROCEDURES
ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN LOCATION, MATERIAL & USAGE. C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY
THE INLET DRAINS A RELATIVELY FLAT AREA (S [ 5%) AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES
ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET OR OVERLAND FLOWS (Q C 0.5 CFS) ARE TYPICAL. THIS METHOD ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTION AND AMAINTENANCE PRACTICES THAT WILL BE
PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIN,IENT CONTROLS.
SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO FOLLOWING LIMITATIONS: AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE
MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. ORIGINAL MANUFACTURER'S LABEL. * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE B. IN MINOR SWALES OR DITCH OWITHOUT WRITTEN PERMISSION FROM THE ENGINEER.
NES WHERE THE MAXIMUM w
BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND
SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT,
AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR
INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR OF THE FILTER FABRIC BARRIER. & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & RECOMMENDED BY THE MANUFACTURER. SOMEONE APPOINTED BY THE SUPERINTENDENT. AT LEAST ONCE A WEEK AND 0
KNOWING VIOLATIONS. HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE FOLLOWING ANY STORM EVENT OF 0.;25 INCHES OR GREATER. On
* WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE
3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHARGING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL. DISPOSING OF THE CONTAINER. * ALL TURBIDITY CONTROL MEASURES VMLL BE MAINTAINED IN GOOD WORKING
BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE
ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF
SIGNED: LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL REPORT.
4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY WILL BE FOLLOWED.
FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE CONSTRUCTED FOR USE A5 SEDIMENT BASINS. THESE * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS
DATED: GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS REACHED ONE-THIRD THE HEIGHT OFF THE FENCE.
APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL
Designed Released For Construction roject No.: Drawing
e� Connelly & Wicker Inc. o ,;,,����� �,
Drawn SCHEIDEL COURT ,� �, 0401-40
By Consulting Engineers o
TAv, e� 9 9 STORM WATER POLLUTION -:
PREPARED FOR Q i" = = Ln Scale
Checked 1711 south 5th street GENERAL NOTES �` = � • 4 49
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This Drawing is the property of Connelly & Wicker Inc. Q N.T.S.
WJB and Is not to be reproduced or copled In whole or in Jacksonville [Beach, Florida 32250 4
O.C. part. It is not to be used on any other project and (g04) 249-7 995 Fax: (904) 241-1126 BEACHES HABITAT „�' !� I 0r. ':
yyl - A ,..,fids s� �� Date
BEK Is to be returned on request. C.A. No.: 36,50 No. Date Revision E3y s,P.E; 49 �\ Jl1LY 2, 2004 Sheet _� of
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MILL COVE z z Np
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w — o R m > `
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9A A! ORT Y o CI1 Y OF
O I �° ATLAN IC BEACH
RLIVr°"
'-" R C �
a e`v � ��� �` ` INDEX aF SHEETS
FXp 1° ANT/C BLVD 10
10 a o CIT OF
ATLANTIC 0-1NEPTUN BEACHLL 0 C�
COVER SHEET 1
Lu rn a z EXISTING 'SITE & DEMOLITION PLAN 2
a
m A 0 O ~
EACH BLVD _ - BEACH BLVD 90 n CITY OF n PRE—DEVELOPMENT MAP 3
� JACKSON VI LE
o `�' POST DEVELOPMENT MAP 4 Z
40 o UNI[x�'RSITY� m BEACH � �c
OF 4, Q 1--4 h
TO RCDH7 gq ORT FI �� r C ROADWAY PLAN AND PROFILE 5FLORMA UJ
OLu
'y cn GRADING, DRAINAGE & EROSION CONTROL PLAN 6 W o x
Q N
BUTLER BLVD BUTLE PAVING &C DRAINAGE DETAILS 7 1-1 o
r
DEERWOOD u
PARK
qj
D A,A WATER DETAILS 8 H Z h
115 W ry h
SANITARY' SEWER DETAILS 9 °
VICINITY MAP
N.T.S. GENERAL NOTES 10 p6 Z o
H� N
STORMWA'TER POLLUTION GENERAL NOTES 11 ... , N
J
J � o
w `
_..__._._. 7
G. LLJ
CITY OF ATrANT IC Br(CH � u
BIJI!.DIN�; 7(.)Nlfv(;
� 5 �
/J� N
0
JUL 200(f C y A
/ I I
BY: . ., t
---- _.__... __._......v.._........_ ._...-�
Zoning Designation PUD
Real Estate Appraiser No."s 177423-0000
WICKER INC .
Flood N 120075 0001 CCoNNELLY &
ZONE
CONSULTING ENGINEERSPON-
AGENCY SUBMIITTAL DATE �` �t` ••'� �"r"-
CITY OF ATLANTIC BEACH JULY 2, 2004 �'' Boom-
1711
1711 S. F/FTH STREET 12605 EMERALD COAST PARKWA Y WEST, SU/TE #1
JACKSONVILLE BEACH, FLORIDA 32250 DESTIN, FLORIDA 32550 A
(904) 249-7995 FAX (904) 241-1126 (850) 837-4252 FAX (850) 837-7804
C.A. NUMBER' 3650 , ' i' {. LLWW J. BYERS, P.E.
� P.E. #42499
MAP SHOWING SURVEY OF
A PART OF THE CASTRO Y. FERRER GRANT, SECTION 38, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY,
FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE COMMENCE AT THE
POINT OF INTERSECTION OF THE EASTERLY RIGHT OF WAY LINE OF MAYPORT ROAD (STATE ROAD A—"1—A, AS
NOW ESTABLISHED AS AN 120 FOOT RIGHT OF WAY) AND THE NORTHERLY RIGHT OF WAY LINE OF ATLANTIC
BOULEVARD (STATE ROAD A-1--A, AS NOW ESTABLISHED AS AN 100 FOOT RIGHT OF WAY); THENCE NORTH
89'19'35" EAST, ALONG THE NORTHERLY LINE OF SAID ATLANTIC BOULEVARD, A DISTANCE OF 1280.00 FEET TO
THE SOUTHWEST CORNER OF THE LAND AS DESCRIBED IN DEED BOOK 1082, PAGE 222 OF THE CURRENT PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA; THENCE NORTH 07'05'30" WEST, ALONG THE WEST LINE OF SAID LAND,
A DISTANCE OF 538.71 FEET TO AN IRON PIPE SET AT THE POINT OF BEGINNING; THENCE FROM SAID POINT OF
BEGINNING NORTH 69'31'25" WEST, A DISTANCE OF 224.20 FEET TO AN IRON PIPE SET; THENCE NORTH 07'05'30"
WEST, A DISTANCE OF 400.00 FEET TO AN IRON PIPE SET IN THE SOUTHERLY LINE OF A STRIP OF LAND DEDI—
CATED TO THE PERPETUAL USE OF THE PUBLIC FOR USE AS A ROAD, SAID STRIP OF LAND BEING 50 FEET IN
WIDTH AS DESCRIBED IN OFFICIAL RECORDS VOLUME 350, PAGE 386; THENCE SOUTH 69'31'25" EAST, ALONG THE
SOUTHERLY LINE OF SAID ROAD, A DISTANCE OF 224.20 FEET TO THE POINT OF INTERSECTION OF THE SOUTHERLY
LINE OF SAID ROAD AND THE WEST LINE OF THE LAND AS DESCRIBED IN DEED BOOK 1082, PAGE 222; THENCE
SOUTH 07'05'30" EAST, ALONG THE WEST LINE OF SAID LAND, A DISTANCE OF 400.00 FEET TO THE POINT OF
BEGINNING. CONTAINING 79,279 SQUARE FEET OR 1.82 ACRES MORE OR LESS.
I
DEED BOOK 1082, PACE 222 I ' DEED BOOK 1082, PAGE 222 1
..... I ^.`
30' EASEMENT FOR INGRESS & EGRESS — ABANDONED PER OFFICIAL RECORDS VOLUME 6327, PA ^
,�E 342 �•.., i 1
FOUND 4"X4" CONCRETE a,
y FOUND 4"X4" CONCRETE
j.... ....... ...... _..,,. ..... ....... . .. / 7 (LB 72) )'' 05'30" E DD' 's,; 3%":AV3#h aTx MONUMENT t`I �7 0.5�JQ" CL.Z)'
MONUMENT 36 S D7' 40D. u;: (LB 3672) I
� — _ — -
- - - - - - 358.00 ,. ;>::: OTZb ...... ....... ...... ....... ..... ...... ....... .......
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PAGE 722
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POINT OF REFERENCE
t Ic 39Vd '9I9C AOOG a713a
°,fFOUND S OEWALKAG INAIL & DISK N
BENCH MARK
ELEVATION=11.11 (NGVD 1929)
I
t �
•i
f
,1
f THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "C"
AS WELL AS CAN BE DETERMINED FROIM THE FLOOD INSURANCE
RATE MAP COMMUNITY PANEL No. 120,075 0001 C FOR THE CITY OF LEGEND
ATLANTIC BEACH, DUVAL COUNTY, FLOIRIDA, REVISED APRIL 18, 1983.
X TREE TO BE REMOVED
roject No.: Drawing
DesignedReleased For Construction � 0 ,,.��'""'• "'�� 0401-40
BL on
Connelly & Wicker Inc.
Drawn SCH EIDEL COURT
0 ,. �I
By Consulting Engineers
TAV, BL y EXISTING SITE AND o
v `
0 • �! '
' Checked PREPARED FOR
This Drawing is the property of Connelly & Wicker Inc. 1711 South 5th Street Scale
,
WJB and is not to be reproduced or copied in whole or in Jacksonville Beach, Florida 32250 DEMOLITION PLAN p s' = n 30'
O.C. part. It Is not to be used on any other project and (904) 249-7995 Fax: (904) 241-1126 BEACHES HABITAT 0 �' TA1F OF r1, : ►>�
BEK Is to be returned on request. C.A. No.: 3650 - y�ll� 'A Y S� E..� Date : Sheet ? of
No. Date Revision By c 3�'•P.L.!)#4� 99 r JULY 2, 2004
1"
DEED BOOK 1082, PAGE 222
DEED BOOK 1082, PAGE 222
.. ....... eel
M... ........
- - - - - - - - - - - -
7".- - - - - - - - - - - - - - - - - - --
.... ....... -,. ...... . ...... ......
...... ....... -.... ....... ..... goo 00
30' EASEMENT FOR INGRESS & EGRESS - ABANDONED PER OFFICIAL RECORDS VOLUME 6327, PACE 342�
FOUND 4"X CONCRETE
/ 1
FOUND 4"X4" CONCRETE MONUMENT 3672)
MONUMENT (LB 3672) so I
.... ...... ..... MOA W I I U - -
358.00' ....... ....... ...
10.3 �v
PR-A
W_
A=0.67!Ac. POB
-C 9
-7
N=79
ILI
f Tc PATH
_\1 �r�Am. 0) IN___
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Q IsOFFICIAL RECORDS VOLUME 4817
A PAGE 722
A, CQ
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0
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11
AT.
PAGE 35 In Q 0
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< 0
:6�/ i {�k� � tih / i4/ ya W'r � 40
----------------
71
-------------------------------
Tc PATH
. . ...... ..... ....... ...... .......
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gq:
.7!
V4N1'iN11`V 9
0
Y
..... ...... ...... ..... ..... . .......
7'w"— 47
�pN 07*0530 W 400.00' Rri
...... ...... . ....... wo 4�
.... ..... .... ...... ....... ................... 41, 0
...... SAN;"JV?y A-1 4 04L
f?IM _ 11 A2 .... .... ...... .......
1 l/; //Wima•: s h"ti'�R'rvA; • hi' COW, �140
FOUND 4"X4' :N", 1*,��&84vo
CONCRETE 10. ..... FOUND 4"X4" CONCRETE
MONUMENT (LB 3672)
N", N;--2_04 V 8' ULAY) 60
-7 MONUMENT NY. F.-ri x� -2,
A
(LB 3672) iNv, OR A' 01.Ay)°
'eq "M41
*::1.63 (12- CLAY%
POINT OF REFERENCE
-V[L 30Vd '91W A008 0330
V kV
LEGEND
/FOUIND MAG NAIL & DISK IN
SIDEWALK - BENCH MARK - 1: EXISTING SPOT ELEVATION
ELEI'VATION=11.11 (NGVD 1929)
---------S-W-------- EXISTING WATER MAIN
EXISTING SANITARY SEWER
Em m m on an MAJOR DRAINAGE DIVIDE
FLOW ARROW
;PR--A BASIN NAME
OIL A=067 Ac. BASIN AREA
SYMBOL SOIL DESCRIPTION GROUP HIGH WATER TABLE 'F
chi
CN=79 CURVE NUMBER
71 Boulogne fine sand, 0 '2% slopes B/D 0.5 1.5 L .1=2 11 J
71 SOIL TYPE
Designed Released For Construction Project No.: Drawing
13L rA Connelly & Wicker Inc. o
0401-40
Drawn SCHEIDEL COURT
TAV, BIL By Consulting Engineers
66.4 PREPARED FOR PRE- DEVELOPMENT DRAINAGE MAP '=!
Checked This Drawing Is the property of Connally & WIcker Inc. 1711 South 5th Street Al '4 21 of gale
- 1 m = .30'
WJ[3 and is not to be reproduced or copied In whole or In Jacksonville Beach, Florida 32250 A
part. It Is not to be used on any other project and BEACHES HABITAT
O.C. (904) 249-7995 Fax: (904) 241-1126 iML13AM -Date
Y if . k, . 11
Is to be returned on request. 0-09,��A —3 of
Date Revision B JULY 2. 2004 Sheet
BEK C.A. No.: 3650 No. By
......... ....
PO -A
A=0-13 Ac. .... ....
CN=79
DEED BOOK 1082, PAGE 222 DEED BOOK 1082, PAGE 222
.. ..... ....
... .......
tF -
.... ...... ...... ....... ...... ...... 7
...... ...... ......
_ _ _ 'OFFICIAL RECORDS VOLUME 6327, PAGE 342
30' EASEMENT FOR INGRESS & EGRESS - ABANDONED PER I
/ �3 I I
KONCRETE
FOUND 4"XA
FOUND 4"X4" CONCRETE MONUMENT 49 3672)
MONUMENT (LB 3672) ft to 0 11 1
-—------ 0 NP-10*1 MAP wa W If Ift �1 -0= 30
00'Z-V
o, 358.00'
.......................
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Its ........................
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DUPLEX ONE STORY
cy) DUPLEX
////,/Zzzzzzzzzzzz
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OFFICIAL RECORDS VOLUME 4817
2
PACE 722
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OFFICIAL RECORDS V'OLUME 686 LJ
If PAGE 35
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TWO STORY
TWO STORY DUPLEX TWO STORY
TWO STORY
DUPLEX DUPLE -- -------------- -- -- ----DUPLEX TWO STORY
DU13LEX
71
- - - - - - - - - - - -
'4 ...... ...... ....
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mm
.........................................................
................................. ..........
tt
..........................................,t
..........%
Al M.M. 104
4 N 07*05'30" W 400.00'
.. ...... ....... ....... ....... ...... ...... ...... ..... ...... ....... .......
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0
n. :R,I'M 11.02 K! ...... ....... ...... ..... �140
FOUND 4-X4"
XN 7 V, N
....... ..... ....... ...... ....... ....... ....... . ... ... FOUND 4"X4" CONCRETE
E-2.04 (f'- e F� A
& CONCRETE I rA
w 4P NY. N MONUMENT (LB 3672)
MONUMENT NV, !2'
(LB 3672) 15 (6' OR B
NV,
,�N PO-B
A=1.86 Ac. POINT OF REFERENCE
CN=88 tII,L 39Vd >10013 (131a
/F LEGEND
bl�
EXISTING SPOT ELEVATION
...... Y /FOUND MAG NAIL DISK IN EXISTING WATER MAIN
SIDEWALK - BENCH MARK -
E ATION:ammmll-11 (NGVI) 1929)
LEV,' t/ ...... ...... ..... ...... ...... EXISTING SANITARY SEWER
In MAJOR DRAINAGE DIVIDE
FLOW ARROW
PO-B BASIN NAME
SOIL SOIL DESCRIPTION HYD WATER TABLE A=.1.86 C. BASIN AREA
SYMBOL GROUp HIGH CN=88 CURVE NUMBER
71 Boulogne fine sand, 0-2% slopes B/D 0.5 1.5
71 SOIL TYPE
Designed Released For Construction ect No.: Drawing
—40
BL Connelly & Wicker Inc. 0401
Drawn Consulting Engineers S C H E I D E L COURT
By
TAV, BIL
PREPARED FOR POST DEVELOPMENT DRAINAGE MAP
�ca(e'
Checked This Drawing Is the property of Connelly & Wicker Inc. 1711 South 5th Street Al
Z49
WJI3 and Is not to be reproduced or copled In whole or In Jacksonville Beach, Florida 32250 A 1 301
E Oro.,
part. It is not to be used on any other project and BEACHES HABITAT V.
O.C. Is to be returned on request. 904 249-7995 249-7995 Fax: (904) 241-1126 A —
WILL M ok > Date
BEK No. Date Revis4on By R. Lot; JULY 2. 2004 S of
C.A. No.: 3650 Sheet -4
F Ac].
70
527, PACE 342
7� .. .....................
7
Al
1C,
DEED BOOK 1082, PAGE 222 DEED BOOK 1082, PAGE 222
CENTERLINE LINE DATA
....... ........ ...... ....... ......
Ll 2.84' S69-1.3'37'IE .... ......
$
.7 ... .............. ....... - - - - - - - - - - -
L2 243.87' S07-0,5'30"E
CENTERLINE CURVE DATA
30' EASEMENT FOR INGRESS & EGRESS ABANDONED PER OFFICIAL RECORDS VOLUME 6327, PAGE 342
NO. L R A T CHORD A.
C1 1 86.76' L 80.00' 162*08'07" 1 48.20' 82.57' S38'09'34'E FOUND 4"X4" CONCRETE
FOUND 4"X4" CONCRETEMONUMENT (LB 3672)
MONUMENT (LB 3672)
V, S 07*05'30" E 400.00 8,Zl-'
..... ....... ...... ---- -- ----- 00'Z 17 ...... ....... ...... ...... .... V
358.00'
0 11 a----0----a-----0- 0
b
W 0
7
- - - - - - - - - - - - - _._ - - -- - - - - - --- - - - - - =`. -
7/7 STORMWATER MANAGEMENT FACILITY POB
................
.....................rt. ...................... ............... .......... .................
............ ...
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TWO STORY
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ONE RY
DUF X
'W 91K
4 Ja
77
MANHOLE A-2 T
STA' 0+64.79
T '71 19�01 7.
OFFSET: 0.17 L OFFICIAL RECORDS VOLUME 4817
...... PAGE 722
EL 11.8L
47.5'
\-18' CU ;GUTTER
... ... ..........
.......................
LOG -5 rtuJ ID
6--�
Qy
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N 0
(TYP.) LATERAL (TYP (TYP
5" CONC. DRIVEWAY 1- WATER Svc U*X2* RED.-\ SfWER LA
13E
r DROP( Q
135' BEND t 471,
0,
100 LF. 8%JPVC 0 0.40X,- -6,W 'S
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7.5' 7. 8.0 7&
18.0 7
7� Y
I (OFFICIAL RECORDS VOLUME 686
MANHOLE/A- PACE 35
4.0 (TYP-)
STA: 3+33.47 3
OFFSET .00
.1p EL 11. 9
DIRECTIONAL MORINO
TWO STORY
6' 90- BEND
TWO-STORY TWO STORYDUPLEX TWO STORY TWO STORY x
DUPLEX DUPLEX DUPLEX
DUPLEX
N
-T
T
CONNECT TO EXIST. 6. Wm
z- - - - - - -- - --- - - -
B'
- - - - - ... .......
All�;
B' 90' BEN I m,
................................... .......................
..................... ........... ................ ............... ...........
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6 'JW IUV �F.'
--- -!tj J11"! 1!1:: .": '�'>' Ric 0
4
A/ I , .
.............................. .......... .....................-
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1 400.00'
4�
tiT 0
...... ....... ...... ....... ....... ...... 0
V X:�3y. SWTAR'Y 01A,-tX.F.' A-1
N �?Im FOUND 4"X4" CONCRETE
J V, eb, 1;vC)
FOUND 4-X#- N.
CONCRETE 4 fF' ',%,'1'8"
",Q MONUMENT (LB 3872) r'01
-1 k
-1 41) (1 OR t:2" '0..A!'
MONUMENT
(L9 3672)
(6" OR 8' AY)
11 A,y
"k./ STANDARD PAVEMENT REPAIR
POINT OF REFERENCEZ
HIGH POINT ELEV = 11.81 LOW POINT ELEV 11.27 HIGH POINT ELEV 11.77
HIGH POINT STA = 0+59.65 LOW POINT STA = 1+68.65 HIGH POINT STA = 2+84.74
PVI STA = 0+57.37 PVI STA = 1+68.70 PVI STA = 2+84.69
PVI ELEV = 11.92 PVI ELEV = 11-08 PVI ELEV = 11.95
A.D. -1.65 A.D. = 1.50 A.D. -1.50
K 30.30 K = 66.60 K 66.60
... ........................... ................... .............. ....................... .......................................................... ................. ...............
............. ..................66.1 0-0-0 --- 100.0000, VC
....... .......................................... . ..... ........... ................................. ................................ ............ b' VC 100.0000' VC
....... ---
........... ............. ...........................................................
................................ ........................................ ............ . ..................
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'7
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0
0 LLI
0 LLI LLI
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0 > > > >
Z .......................: > .............................. ... 20
M............................ .............. .................j j,j e m I....", I'll :
...........
.............> .............f...
..... ........................................... >20 z....... ...............:220 ........... LO
LLJ m LLJ
m Ld m
0 PRQPOSED GRADE
U)
z 0 I¢ II j II
a
F-x - I
PROPOSEb GRAD --IEXIS�NG GRADE
XISTING GOADE -Z Z CL
V)z "0--W.75%
V)
_Z1 0 90% A -0.175% 0 75%.
4 e� : 10
........... ..............................
101............. ............ ............ ........... ......................... ....................... .......................
10 ........................... ................... ..................... ................ . ... .... ........................
269 L.F. 8.00 INj', P.V.C. ® 0.40%
6
100 L.F. 8.00 IN. P.V.C. ® 0.40%
----- ...... ...... ....... ...
.............................. ............................... ....................................... ................................................................... ........................ 0
............. ...................
....................................... ...................... .............................................
DATUM ELEV�a ilqqj im .......... ........................... ...............;.............................................................. Co 01................................................... r7 r ...............
0
II
41
0.00
0 -
-�j
II
..................................................................................................... ............ ............... ........................................................ .................................................................................................................................... '41........... ................................................................................
DATUM ELEV ............ ....................... ............................................
............................................ ............. 0
0 -9 0 -5 U-)
>
-6.00 (q
Q 0
`4 00
> >
.................. . ........................ ...................................................... ................................................................................................................ ................
.................................... ....................................................................................... ..................................
........................ ............................ ................... ............. ............................................. .......................... ..................................................... ..................................
... ....... ...
.................... 0+00" - '. , 1+00 2+00 3+00 SCALE:
HORIZ.: 1"=30'
VERT.: 1"=10'
Designed It goes,, pf-b'Ject No.: Drawing
Released For Construction 0401-40
13L Connelly Wicker Inc. 0
SCHEIDEL COURT A
Drawn I
By Consulting Engineers
TAV, BIL
PREPARED FOR ROADWAY PLAN AND PROFILE Scale
? Is
Checked This Drawing Is the property of Connelly & Wicker Inc. 1711 South 5th Street 1 =30,
"k
A OF .
WJB and Is not to be reproduced or copied In whole or In Jacksonville Beach, Florida 32250 117, AT . 1
part. It Is not to be used on any other project and (904) 249-7995 Fax: (904) 241-1126 BEACHES HABITAT -WLLI A ,i,,, S. 0.'E:" Date
0.C. I % 4 V% -5 of -11
Revision JULY 2, 2004 Sheet
BEK Is to be returned on request. C.A. No.: 31650 No. Date /6
;To
LE
7 EV
STORM SEWER STRUCTURE TABLE
N• TYPE TOP INVERTS REMARKS
1 M.E.S. - 15" = 8.50 NW SEE DETAIL
2 CURB INLET 11.39 15" 8.55 N&SE
3 CURB INLET 11.51 15" = 8.95 S&W
4 CURB INLET 11.51 15" = 9.03 E
5 EXISTING INLET 10,23 18" = 4.80 SE
6 J-1 MANHOLE 11.96 18" = 4.90 NW&SE
7 J-1 MANHOLE 12,01 18" 5.13 NW&S
8 J-1 MANHOLE 11.00 15" 5.43= 5.68 (SE)
9 OUTFALL CONTROL STRUCTURE -- 15" = 5.73 NW SEE DETAIL
DEED BOOK 1082, PAGE 222 I DEED BOOK 1082, PAGE 222 1
I 1
i? I
1
30' EASEMENT FOR INGRESS & EGRESS - ABANDONED PER OFFICIAL RECORDS VOLUME 6327, PAGE 342
/ FOUND 4°X4" CONCRETE %a Iti FOUND 4"0' CONCRETE
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q
! � 4�° MONUMENT k+' MONUMENT (LB 3fi72) �/bq
(LB 3672) imv. (7(a a` ^;.r,Y;
UNDERDRAIN ACCESS 14-1/4"x19-1/2"x12" SCREW TYPE PLUG
DEEP, PLASTIC WATER METER SOX WITH W CLEANOUT ADAPTER 7"
SOLID COVER. ` CLEARANCE 1" MIN.- 3" MAX. I 6" I *� �N
—6"I COUPLINGI I 74,-
10
=6" NON—PERFORATED QI �oPVC PIPE ¢
to
N
_ ---- I I—III— -- __ — — I- -
CAST IRON H-20 RATED GRATE *N II—I —1 I 1 6"
FOR DETAILS SEE PAGE 4B / 6 END CAP
6" WHEN PVM'7. SLOPES
13.50" 6" DIA. PERF. PIPE i i i AWAY FROM CURB
*(1) ADAPTORS CAN BE WRAPPED IN FILTER SOCK
INLET AND OUTLET MOUNTED ON ANY ANGLE 5.0" _ _ _ NOTE: WHEN USED ON HIGH SIDE OF ROADWAY, THE
ADAPTORS AVAILABLE 0' TO 359'. TO DETERMINE MINIMUM — I v MI — CROSS SLOPE OF THE GUTTER SHALL MATCH
4 THRU 12 ANGLE BETWEEN ADAPTORS SIEE 11 IL I —
�� " THE CROSS SLOPE OF THE ADJACENT PAVEMENT.
- -
SHEET #6
VARIOUS TYPES OF OUTLETS lc 6" TEE-WYE COUPLING STANDARD
WITH WATERTIGHT ADAPTORS 12" ;n in � O_ O_ NOTE: ALL PIPE AND FITTINGS TO MEET ASTM F758-82 SPECIFICATIONS. CITY STAN
FOR: N C14
�I OTO 300' MAXIMUM DISTANCE BETWEEN CLEANOUTS CURB AND GUTTER DETAI L
SDR-35 SEWER r I
CORRUGATED POLYETHYLENE W ' UNDERDRAIN CLE N OU T DETAIL N.T.S.
SCHEDULE 40 DWV � � �
CORRUGATED PVC
RIBBED PVC w N N.T.S.
z
q STANDARD (H-20) RATED
99
wN DRAINAREA = 62.7 SQ. INCH
_J
_ r— - j <
Cr — z
F, > HINGED GRATE COVER 1/8" T01/4-
1
OVER LAP ENDS OF
FOR EASY ACCESS (COMPACTED) FILTER FABRIC 1'
EXIST. PAVEMENT---) TYPE II ASPHALT CONC.
R
*(2) MAXIMUM 0i� o v a a v a o a s a a
RECOMMENDED a s a v a a 190 oa v "
OVERALL HEIGHT 10' (LBRLIME75)OCK BASE v v a a a 8 MIN. p�
MAX. DENSITY v v v a 100% a v a v v a a a oaa
12" DRAIN BASIN 12" CAST IRON GRATE AASHTO T-180 12" MIN. I —12" MIN. FILTER FABRIC (MARAFI 700X
N.T.S. N.T.S. OR APPROVED EQUAL) iv
COMPACTED BACKFILL
98% MAX. DENSITY PER
AASHTO T-180 � COURSE AGGREGATE NO. 57
TOP OF BEDDING STONE FOR CONTINUOUS a
T — LENGTH OF PERFORATED PIPE a a
12"
6" PERF. PVC(DR35)
(OR APPROVED EQUAL) 12"
�j SEE PLANS FOR INVERTS
CONDUIT OR PIPE
NOS. t�
1. FQQNDATLON: WHERE THE TRENCH BOTTOM IS UNDERDRAIN DETAIL
UNSTABLE, THE CONTRACTOR SHALL EXCAVATE
TO A DEPTH REQUIRED BY THE ENGINEER AND -- 2 — — 2 N.T.S.
--
REPLACE WITH A FOUNDATION OF CLASS I OR II IN MIN.
MATERIAL A5 DEFINED IN ASTM D2321, "STANDARD NOTE: RIGHT-OF-WAY
PRACTICE FOR INSTALLATION OF THERMOPLASTIC METHOD AND MATERIALS OF REPAIR SUBJECT TO OR PROPERTY LINE
PIPE FOR SEWERS AND OTHER GRAVITY--FLOW CITY OF JACKSONVILLE CONSTRUCTION REQUIREMENTS
GROUND SURFACE ANDLIC IOHES," LA DISCRETION EDIFI THE ENGINES AS AN ALTERNATIVE
FOR NEW PAVEMENT TYPE II ASPHALT.
TRENCH BOTTOM MAY BE STABILIZED USING A
STANDARD PAVEMENT REPAIR DETAIL 5' MIN.
WOVEN GEOTEXTILE FABRIC. TOP OF BANK
N.T.S. _ STORMWATER MAINAGEMENT FACILITY
2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, EL - 11'0 DHW MA (SCS)=9.66
IDI OR 1111 LAND ATEST EDITION. AS REQUIRED IN ASTM X\\�\
FINAL BACKFILL
UNDISTURBED UNLESS OTHERWISE SPECIFIED BY THE ENGINEER,
EARTH MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) - 1
FOR 4"-24" (100-600mm) AND 42"-48"(1050-1200mm) 1
CORRUGATED POLYETHYLENE PIPE (CPEP); 6" (150mm) BTM. ELEV. = 8.5 4=
FOR 30"-36" (750-900mm) CPEP. 4 4 min
„ � _ 11 1—
� EXCAVATE AND REMOVE 501E
a 3. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL FILTER FABRIC ( ) N E ANDEBACKFILLVWI�H POND BOTTOM
INITIAL BACKFILL, SHALL BE CLASS I, II OR III AND INSTALLED A5 �� M1111 o=
HDPE PIPE M TITH Tm_11111_11111�11111� 11111� IM
6"-12" (150-300mm) REQUIRED IN ASTM 02321, LATEST EDITION.
ABOVE TOP OF PIPE. POST DRIVEN INTO
4. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, GROUND 18" MIN. FILTER FABRIC
MINIMUM TRENCH WIDTHS SHALL BE AS FOLLOWS: (MARAFI 700X OR �r2.
0' COURSE AGGREGATE N0. 57
HAUNCHING, TO NOMINAL GRADE APPROVED EQUAL) TYPICAL UNDERDRAIN STONE FOR CONTINUOUS
I �SPRINGLINE OF PIPE In ([nm) TRENCH WIDTH. In (mm) FLOW SECTION
4 100 21 530 ,� LENGTH OF PERFORATED PIPE
150 23 580 6 PVC PERFORATED
BEDDING MATERIAL 6
8 200 25 s3o PIPE FL=SEE PLAN
10250 28 710
FOUNDATION 12 300 31 790
18 450 39 990 WIRE OR NETTING 1 i TYPICAL POND SECTION SWMF
IN. TRENCH WIDTH- 24 600 48 1220 N.Y.S.
30 750 66 1680
36 900 78 1980
42 105083 2110 SECTION
TYPICAL TRENCH CROSS-SECTION 48 1200 89 2260
N.T.S.
60 1500 102 (2590) ENVIROFENCE 10OX WITH SED. FILTER
5. MINIMUM COYER: MINIMUM RECOMMENDED DEPTHS OF FABRIC, NETTING & FENCE
COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE
SUMMARIZED IN THE FOLLOWING TABLE. UNLESS
OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM 3.00% 3.00%
THE TOP OF PIPE TO THE GROUND SURFACE. EXIST.
NOTE TO THE ENGINEER: WHEN THIS DETAIL IS TO BE INCORPORATEDAQE YE 8 0 C Mp r GRADE
INTO CONTRACT DOCUMENTS, PLEASE REFERENCE SECTION X-2, MINIMUM RECOMMENDED
"RECOMMENDATIONS FOR INCORPORATION INTO CONTRACT DOCUMENTS" OF LOADING CONDITIOK COVER. in (*ml 1-1/2" ASPHALT TYPE S-1
NSTALLATIONIOFTION D2321,THERM PLASTIC P"STAIIPEFORPSEWERSEANDROTHERRGROUND H25 GRAVITY- H25 (RIGIDIBLE PAVEMENM)NT) 12 ( OQQOj (F.D.O.T. STD. SPEC. 331)
FLOW APPLICATIONS" SO THAT APPROPRIATE MODIFICATIONS CAN BE MADE E80 RAILWAY 24 (610) PRIME COAT (F.D.D.T. STD. SPEC. 300)
TO ACCOMMODATE SITE SPECIFIC NEEDS. HEAVY CONSTRUCTION 48 (1220) ��� � ���
6" LIMEROCK BASE (F.D.0.7. STD. SPEC.
*TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION ��� �� *
200 OR 204 & 911)
12" SUBGRADE (LBR40) (COMPACTED TO
TRENCH INSTALLATION DETAIL _4"x4" TRENCH 98% MAX. DENSITY-AASHTO T-180)
N.T.S. * IN CITY RIGHT-OF-WAY' BASE MATERIAL SHALL BE 8" LIMEROCK BASE.
ELEVATION TYPICAL PAVEMENT SECTION
SILT FENCE DETAIL N.T.S.
N.T.S.
Designed Released For Construction 0
BIL / / Connelly & Wicker Inc. Ko 40No. Drawing
SCHEIDEL COURT ° �N
;�� 040 -40
TAV, BL By
Drawn Consulting Engineers ° .
• 41 1
PREPARED FOR ,� •` � 1 `�.� , ''. � «
Checked 1711 South 5th Street PAVING & DRAINAGE DETAILS o - • _ scale
This Drawing is the property of Connelly & Wicker Inc. t' •� .: 1 .� N.T.S.
WJB and is not to be reproduced or copied In whole or In Jacksonville Beach, Florida 32250 BEACHES HABITAT ° 5 �'. to ' �
O.C. part. It is not to be used on any other project and U1IIL"U l B MjDate
(904) 249-7995 Fax. (904) 241-1126 No Date Revision By , ',',;�� 1c �';` JULY 2, 2004 Sheet -7 _ of 11
BEK is to be returned on request. C.A. IV D.• 3650
• w
C�
METER BOX TO BE DOUBLE
WALL PLASTIC WITH TOUCH
READ LID.PAVEMENT CITY OF ATLANTIC RBEACH STDS.
MING WITH
Bc + 18" MAX. CURB
Bc + 12" MIN. Bc + 18" MAX. COMPACTED
DOUBLE STRAP BRONZE \ CURB STOP
SHEETING SHEETING Bc + 12" MIN. BACKFILL SERVICE SADDLE WATER 10" MIN. MADE BY I PLUMBER
Bc COMPACTED 12" SERVICE CORPORATION ;STOP /
BACKFILL LINE REQUIRED ALL SERVICES METER /
WATER MAIN 30" MIN.
12"
III I� I PVC WATER SERVICE LINE
UNDISTURBED 501E
1/4" Bc 22-1/2' O 22.5'
II I- COMPACTED -III 4" MIN.
(III — III GRANULAR — — - — — SET METER ON UNDISTURBED
SHAPED BOTTOM — MATERIAL OR COMPACTED SOIL
— — _� �_T.� •TTT• •.� •TTT-ITT � I DISTRIBUTION (MAIN
SUITABLE UNDIST—
URBED SOIL do 0.5 Bc
UNIT PRICE PAY QUANTITY
INCLUDING WATER METER
HALF SECTION HALF SECTION HALF SECTION HALF SECTION NOTES: AND BOX IF APPLICABLE
SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH CORPORATION STOP F81600 FORD
OR APPROVED EQUAL, SIZE 1) METER T(0 BE LOCATED IN THE STREET RIGHT—OF—WAY, FIVE FEET
TYPE I TYPE II CONFORMING TO SERVICE LINE
OUTSIDE OF THE PROPERTY LINE AND FIVE FEET INSIDE OF THE
SHAPED BOTTOM W/ COMPACTED GRANULAR BEDDING PROLONGATION OF ONE OF THE SIDE PROPERTY LINES.
TAMPED BACKFILL CLASS `B' WATER SE VICE TAPPING DETAIL
2) LOCATING WIRE REQUIRED ON SERVICES.
TYPICAL BEDDING DETAIL N.r.s.
3) NO OPEN) CUT UNDER ROADWAY PAVING ALLOWED UNLESS THE ROADWAY
IS BEING RECONSTRUCTED OR IF DIRECTED OTHERWISE BY THE ENGINEER.
N.T.S.
N.T.S.
R/W LINE
ROADWAY TO R/W LINE VARIES PROPERTY LINE
METER BOX PROVIDED AND INSTALLED BY
VARIES BORE AND JACK UNDER I W CURB STOP AND—METED' G'
PAVED ROADWAY AND CURB 1"x3/4" RED. SEE SPECIFICATIONS AND STANDARDS
WATER MAIN ROADWAY WIDTH VARIES ____I0.5' TYP,
SIZE VARIES
1" CORPORATION STOP
5' TYP. — 5• TYP i
21 1 `CONTRACTOR TO
— 1" SCH, 40 PVC SERVICE PIPING I CONNECT TO PRIVATE SERVICE
11=III=III=III WITH NECESSARY COUPLINGS, FITTINGS
6 MAX SEfRMCE TI=E, TAPPING 1" SCH. J PVC I AT R/W LINE
" 1" SWING JOINTS
I III=I I 1 0°'"'�"�'� SLEEVE OR TAPPED TWO EACH
�NOTEµ
sr�N E /4 COIUPLING, SIZED FOR MAIN
l B' MINIMUM 9' MINIMUM I
I r EXISTING UnLRY PIPE
SEE NOTEµ f
tvt.L LFrNGr7N of
PIPE CENTERED +
SFE NOTES MECHANICAL JOINT ll 1 4.T2 t/x ,/ AT CROSSING.
E>asma unary OR 4tr BENDS (SIZE V ) PROPOSED RECLAIMED WATI7N MNH J SEE NOTES PLAN VIEW - SINGLE DOMESTIC SERVICE
PROPOSED RECLAIMED WATER MAIN PIPE SIZE a TYPE VARIES SEE NOTES
SIZE#TYPE VARIES
+ \ — ONEaNIBAENos(Nzetv4")2 t/r
THE LEN OF THE PIPE TO C ROMCEN T EACH
SIDE OF BEND SHAT.DE W AIxORDANCE WITH TABLE
FOR MECHANICAL RESTRAINT LENOTM (SEE DETAIL
FULL LENGTH OF PIWE CENTERED AT RW-23)�N�J.JOINTS 20' MIN. EACH SIDE OF E)0SRN0
FULL LEN SLS NOin PIPE SFW L BE MECHANICALLY RESTRAINED.CROII
RESTRAINED JOINT(TYP.) TEL
EST�WlED I 9' MINIMUM 0' MINIMUM I R/W LINE
THE LENGTH OF THE PIPE TO BE RESTRAINED EACH SIZE AS rd=M (TYP.) 5>g A91 REQUIRED
SIDE OF BEND SHALL BE IN ACCORDANCE WITH
TABLE FOR MECHANICAL RESTRAINT LENGTHS, (SEE
DETAIL RW-23 ALL JaNLS 2D' MIN. EACH SIDE NOTES:
I�Pe ROADWAY TO R/W LINE VARIESMETER BOX
ROF EXISTINO ESTRAINED. (IEE SHALL BE MECHANICALY VARIES I WOCURB STOPR�p}E}M R INSTALLED �trid� ' elm.
�. 80RE AND JACK UNDER CONTRACTOR /
1. IF EXISTING UTILITY PIPE IS A RECLAIMED WATER MAIN PAVED ROADWAY AND CURB 1-1/2"x3/4" REDAll SEE SPECIFICATIONS AND STANDARDS
1. IF EXISTING UTILITY PIPE IS A (RECLAIMED WATER MAIN 6—INCHES OF SEPARATION IS REQUIRED. WATER MAIN ROADWAY WIDTH VARIES 0.5' TYP.
6—INCHES OF SEPARATION IS REQUIRED. SIZE VARIES L
2. IF EXISTING UTILITY PIPE IS A WATER MAIN, FORCE MAIN, SANITARY CORPORATION STOP 2. IF EXISTING UTILITY PIPE IS A WVATER MAIN, FORCE MAIN, SANITARY SEWER LINE OR STORM SEWER, 18 INCHES OF SEPARATION IS 5' TYP• �_PROPERTY LINE
SEWER LINE OR STORM SEWER„ 18 INCHES OF SEPARATION IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C900,REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY MAIN IS C905 OR D.I. PIPE, SEPARATION CAN BE REDUCED TO 6--INCHES. A 5'TYP
0900, C9D5 OR D.I. PIPE SEP/ARATION CAN BE REDUCED TO FULL LENGTH OF PIPE SHALL BE CENTERED UNDER EXISTING UTILITYL 1-1/2" SCH. 40 PVC SE CE PIPING6—INCHES. A FULL LENGTH OF PIPE SHALL BE CENTERED OVER MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR 18" INCH OR 6—INCH 6" MAX SE.RVICE TEE, TAPPING 1--1/2" TEE, SCH. 80
EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING FOR SEPARATIONS AND ALL WATER MAIN CR05SING5. SLLEEVE OR TAPPED CONTRACTOR TO
18—INCH OR 6—INCH SEPARATIONS AND ALL WATER MAIN COUPLING, SIZED FOR MAIN 1--1/2" SWING JOCONNECT TO PRIVATE SERVICE
CROSSINGS. 90' SCH. 80 PVC NTH NECESSARY COUPLINGS, FITTINGS
3. LOCATING WIRING REQUIRED. SEE DETAIL RW-36
3. LOCATING WIRING REQUIRED. SEE DETAIL RW-36 TWO EACH AT R/W LINE
It 11
4. DEPTH OF BURY TO BE 36" IN PAVED AREAS MEASURED FROM 4. DEPTH OF BURY TO BE 36" IN PAVED AREAS MEASURED FROM
FINISHED GRADE. DEPTH OF BURY TO BE 30" MINIMUM IN FINISHED GRADE. DEPTH OF BURY To BE 30" MINIMUM IN UNPAVED
UNPAVED AREAS. MAXIMUM DEPTH SHALL BE 60" UNLESS AREAS. MAXIMUM DEPTH SHALL BE 60" UNLESS APPROVED OTHERWISE
BY
APPROVED OTHERWISE BY JEA. IEA.
ADJUSTMENT OVER EXISTING UTILITYADJUSTMENT UNDER EXIS]ING 11,1111LITY PLAN VIEW — DOUBLE DOMESTIC SERVICE
N
N.T.S. N.T.S. NQIE5
1. FOR WATER SERVICE TO OTHER SIDE, USE SIMILAR METHODS AND MATERIALS.
2. NO CONNECTI(DN TO EXISTING POTABLE SYSTEM SHALL BE ALLOWED UNTIL
ALL NEW WAITER LINES HAVE BEEN TESTED, DISINFECTED AND CLEARED FOR USE.
WATER SYSTEM TYPICAL DETAILS
N.T.S.
Designed Releaseon � 0401-40
d For Construction /
roject No.: growing
BL Connelly & Wicker Inc. o
Drawn Consulting Engineers
SCHEI
DEL COURT � '
B /
TAV, BL y A � . � �I" r
PREPARED FOR ` v r
Checked Th(s Drawing Is the property of Connelly & Wicker Inc. 1711 South 5th Street WATER DETAILS Q I a f 4 � ,^tn '8cale .
N.T.S.
WJB and Is not to be reproduced or copied In whole or In Jacksonville Reach, Florida 32250 0 " ' � o ;.� r
BEACHES HABITAT ' ,i�1I Aa, °Date
O.C. port. It is not to be used on any other protect and (904) 249-7995 Fax: (904) 241-•1126 0 �'' "f�.i�,�.,; " g
BEK is to be returned on request. C. A �IO�, 3 fiC�Q No. Date RBvision By r; r `+t ���,\ �� Sheet _—_ of
/`1 �V �f�._ ' . JULY 2 2004
Y
SEWER OR
NONPOTABLE
WATER MAIN
MIN. WATER MAIN-\ ILL
SANIITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS CONSTRUCT z MECHANICALLY +
MAIN) ' °� RESTRAINED �
AND BENDS TO ALIGN WITH EXIST. LATERALS. STANDARD WATER MAIN
CLEAN—OUT JOINTS
UNDISTURBED
30 deg. EARTH SEWER MAIN
L.IR. BEND NOTES: 10' 10'
1. WHERE A 10 FOOT PARALLEL SEPARATION CANNOT BE MAkINTAINED BETWEEN A
- - ® WATER MAIN AND A SEWER MAIN OR NONPOTABLE WATERZ MAIN, THEN THE WATER
MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEVNER MAIN OR NONPOTABLE
' WATER MAIN. THE SEWER OR NONPOTABLE WATER MAIN SHALL BE DUCTILE IRON
UNTIL THE PROPER SEPARATION DISTANCE OF AT LEAST '10 FEET IS OBTAINED.
6" SERVICE
PIPE 2. WHERE A 18 INCH VERTICAL SEPARATION DISTANCE CANNIOT BE MAINTAINED
BETWEEN A WATER MAIN AND A SEWER MAIN OR NONPOTTABLE WATER MAIN THEN
q 5 de THE WATER MAIN SHALL PASS OVER THE SEWER MAIN OFR NONPOTABLE WATER MAIN
9 w WITH A MINIMUM VERTICAL CLEARANCE OF 6 INCHES. THIE SEWER OR
' WYE NONPOTABLE WATER MAIN SHALL BE 20 FEET OF DUCTILE IRON PIPE CENTERED
ON THE POINT OF CROSSING AND THE WATER MAIN SHALLL BE 20 FEET OF
DUCTILE IRON PIPE WITH MECHANICALLY RESTRAINED JOINITS.
SINGLE WYE PLAN SEWER SEPARATION DETAIL
N.T.S.
PLANS — SANITARY SERVICE CONNECTIONS
N.T.S.
R/W LINE
CLEANOUT FRAME /AND COVER,
EXIST. AND FINISH GRADE INSTALL CLEANOUT, SEE DETAIL PVC FITTINGS, SCRIEW CAP
=1
_ _ _ _ _ _ SIDEWALK I 2'X2'X3" CONCRETE PAD
- - - - — - — ._ -
111-11 Im1 I'I r T
— — AROUND
SANITARY SEWER m -�mIDmI
DITCH \ SERVICE WYE -- - • DITCH 6" SERVICE PIPE LL�� 6" PVC BACKFILL IAS ANDSPEFITTINGS
BANK
URISER BANK ��
NECESS RY z ar
1 .0 % MIN. SLOPE �o
STANDARD SEWER
-- STANDARD PVC SEWER BEND
WYE, 6"X6" CONNECT TO EXIST. SERVICE
WITH NECESSARY FITTINGS
SEE TRENCH DETAILS FOR BEDDING
AND COMPACTION STOPPER OR
CONNECTION z �uNDISTURBED SOIL
TO EXIST. LATERAL
NOTES:
1 . CONTRACTOR SHALL PROVIDE AN ADEQUATE SUPPLY OF BENDS AND FITTINGS TO MEET VARYING FIELD CONDITIONS SEWER CLEANOUT DETAIL
2. PROVIDE ,APPROVED MARKING POST, STOPPER OR HOUSE CONNECTION WITH APPROVED TRANSITION COUPLING. N.T.S.
3. LENGTH OF SERVICE PIPE VARIES AT EACH SERVICE CONNECTION AND SHALL BE PROVIDED AS REQUIRED,
TERMINATE SERVICE AT LOCATION DIRECTED BY THE ENGINEER.
Bc 113" MAX.
Bc 12" MIN. CAREFULLY
SECTION—SANITARY SERVICE CON ECTIONS SHEETING COMPACTED
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12"
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-- STREET STREET TOP OF PAVEMENT AVG. GRD. SURFACE
COMPACTED GRANULAR
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BY ENGINEER IN FIELD �� SHEETED TRENCH UNSHEETED TRENCH
TOP OF PAVEMENT AVG. GRD. SURFACE VARIES b - • TYPE II
I~ COMPACTED GRANULAR BEDDING
FOR COVER OVER EXIST.
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VARIES EXIST. PIPE-- _ Bc + 18" MAX
SAND CUSHION Bc Bc + 12 " MIN.
FOR COVER OVER EXIST. I 3" MIN. CAREFULLY
6" PVC BEND PIPE EXCEEDING 3' MIN. SLOPE - —I— COMPACTED
SHORT RADIUS I 1/4" PER FT. BACKFILL
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ALTERNATE GRADIENT FOR 6 INCH LATERAL
ALTERNATE GRADIENT FOR 6 INCH LATERAL SEWERS AT CONFLICTS WITH EXISTING UTILITIES HALF SECTION HALF SECTION
SEWERS AT CONFLICTS WITH EXISTING UTILITIES SHEETED TRENCH UNSHEEfED TRENCH
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5 PVC BUILDING CONNECTION UNDER CONFLICT) BEDDING DETAILS CLASS B
CONNECTION OVER CONFLICT N.T.S. N.T.S.
N.T.S.
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Drawn ConsultingEngineers SCHEIDEL COURT A ,., �� ..:.� �.,�"
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Checked This Drawing Is the property of Connelly & Wicker Inc. 1711 South 5th Street PREPARED FOR SANITARY SEWER DETAILS A �. ' ,
� �'� U► 'State
JB l : 4. N.T.S.
W and Is not to be reproduced or copied In whole or In Jacksonville Beach Florida 32250 ii
o.C. part. It Is not to be used on any other project and (904) 249--7995 Fax: (904) 241-1126 BEACHES HABITAT A -• WIlAAMa�t. RI ��;�� ;'Date , 1 ,�
BEK is to be returned on request. Ci. A. 1.10.: 36 50 y '• p'��� Z��9' .� m JULY 2 2004 Sheet _9_ of i
r1 1V No. Date Revision B , ,. • , .. .'
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GENERAL NOTES: UTILITY NOTES: EROSION & SEDIMENT CONTROL NOTES:
1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALIL RELATIVE SECTIONS 1. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN ON THE 22. THE RECORD OR AS--BUILT DRAWINGS SUBMITTED TO PLACE THE CONSTRUJCTION INTO SERVICE 1. THESE PLANS INDICATE THE MINIMUM EROSION & SEDIMENT
OF CITY STANDARDS, (LATEST REVISION) AND ALL CURRENT CITY STANDARD DETAILS. DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN VERIFIED. THE WILL CLEARLY DEPICT THE VERTICAL CLEARANCES BETWEEN WATER AND SEWER (INCLUDING STORM) CONTROL MEASURES REQUIRED FOR THIS PROJECT. FOR
LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS LINES AT ALL CROSSING AND PARAL!EL RUNS WHERE THE HORIZONTAL SEPARATION IS LESS ADDITIONAL INFORMATION ON SEDIMENT AND EROSION
2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO THAN 10 FEET. CONTROL REFER TO "THE FLORIDA DEVELOPMENT MANUAL--A
O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY COMMENCING ANY CONSTRUCTION. IF THE LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL CENTERING OF UNCUT LENGTHS OF PIPE (USUALLY 20 FEET) AT POINTS OFF CROSSINGS WILL BE GUIDE TO SOUND LAND AND WATER MANAGEMENT" FROM
INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE TO PRIVATE PROPERTY OFR PERSONS DURING LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. DOCUMENTED ON THE DRAWINGS AND ALL MITIGATING CONSTRUCTION MEASURRES CLEARLY DEPICTED THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL
THE COURSE OF THIS PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING" WITH O.S.H.A. THIS DISCREPANCY SHOULD BE RESOLVED PRIOR TO COMMENCING CONSTRUCTION. THE IN CASES WHERE A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE BETVWEEN THE WATER AND PROTECTION (F.D.E.P.) CHAPTER 6. THE CONTRACTOR
REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING SEWER (INCLUDING STORM) LINES IS NOT POSSIBLE. SHALL PROVIDE EROSION PROTECTION AND TURBIDITY
BID. UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR OR PAYCONTROL AS REQUIRED TO INSURE CONFORMANCE TO STATE
FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS. PRIOR TO 23. MECHANICAL RESTRAINING DEVICES ARE REQUIRED IN ACCORDANCE WITH UTILITY COMPANY AND FEDERAL WATER QUALITY STANDARDS AND MAY NEED
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIIOR TO PREPARING COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL GRADES, INVERTS STANDARDS WHERE WATER MAINS ARE TERMINATED AND AT ALL BENDS ABVD TEES. TO INSTALL ADDITIONAL CONTROLS TO CONFORM TO
THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE NATURE ,AND THE EXTENT AND TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH HE SHALL CONNECT. 24. ALL GATE VALVES SHALL BE UTILITY COMPANY STANDARD. VALVES SHALL BE MECHANICAL AGENCIES REQUIREMENTS. IF A WATER QUALITY VIOLATION
OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE OR SUB-SURFACIE, WHICH MAY AFFECT BRONZE FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN BY OCCURS, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE
THE WORK TO BE PERFORMED, AND THE EQUIPMENT, LABOR AND MATERIAILS REQUIRED. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL MATERIALS, IF REQUIRED, TO THE JOINT, CAST IRON, FOR ALL DAMAGE AND ALL COSTS WHICH MAY RESULT
TURNING TO THE LEFT. VALVES SHALL BE RATED AT 200 PSI WORKING PfRESSURE AND 400 INCLUDING LEGAL FEES, CONSULTANT FEES, CONSTRUCTION
FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER ENGINEER FOR REVIEW AND APPROVAL, PRIOR TO SUBMITTAL TO THE CITY AND PRIOR PSI TEST PRESSURE. COSTS AND FINES.
THIS CONTRACT. THE CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE TO PURCHASE OR CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. 25. ALL ELECTRIC CONDUIT WORK SHALL BE COMPLETED PRIOR TO THE PRESSURE TESTING OF
ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, AND TO WATER AND SEWAGE FORCE MAINS. 2. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE
AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE TrO THE 3. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE BEST EROSION AND SEDIMENT CONTROL PRACTICES AS
CONSTRUCTION OF THE PROJECT. CONSTRUCTED TO CONFORM WITH CITY REQUIREMENTS AND SHALL BE CONSTRUCTED TO
CONFORM WITH CURBING, PROPERTY LINES AND LOW POINTS AS SHOWN ON THE PLANS. 26. ALL WATER MAINS SHALL BE BACTERIOLOGICAL AND PRESSURE TESTED AT' 15Q PSI FOR 2 OUTLINED IN THE PLANS AND SPECIFICATIONS AND THE ST.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANW FIELD EXPLORATION HOURS IN ACCORDANCE WITH AWWA C-600 STANDARDS. NO CONNECTION TO EXISTING JOHNS RIVER WATER MANAGEMENT DISTRICT SPECIFICATIONS
OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE AMOUNT OF 4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARE CLEAN AND POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER LINES HAVE BEEN AND CRITERIA.
UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL AND/OR TO ESTIMATE THE AMOUNT OF FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE. PRESSURE TESTED, DISINFECTED, AND CLEARED FOR SERVICE. THE ENGINEER MUST BE EROSION AND SEDIMENT CONTROL BARRIERS SHALL
OFF SITE BORROW THAT WILL BE REQUIRED. NOTIFIED 48 HOURS PRIOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT. 3.
PLACED ADJACENT TO ALL WETLAND AREAS WHERE THERE IS
5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEVELOPER 5. ALL DRAINAGE STRUCTURES TO HAVE TRAFFIC BEARING GRATES.
27. A UTILITY COMPANY PRECONSTRUCTION CONFERENCE MUST BE HELD PRIORI TO COMMENCEMENT POTENTIAL FOR DOWNSTREAM WATER QUALITY DE
AND THE CITY FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER 6. ALL DRAINAGE PIPE JOINTS IN CITY DRAINAGE EASEMENTS, DRAINAGE EASEMENTS OF WATER OR SEWER WORK. THE CONTRACTOR SHALL CONTACT UTILITY COMPANY TO 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING
AND THE CITY. BETWEEN PRIVATE LOTS, DRAINAGE RIGHT-OF-WAYS AND UNDER PAVED ROADS ARE TO BE SCHEDULE THIS CONFERENCE. A PERMANENT STAND OF SOD AND/OR GRASS PER CITY
6. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.) UNITED FILTER-WRAPPED.
28. TELEVISION INSPECTION SHALL BE REQUIRED ON ALL GRAVITY SEWER MAINS. THIS SERVICE STANDARDS AND MEETING THE N.P.D.E.S. FINAL STAB
ILIZATION
STATES COASTAL AND GEODETIC SURVEY (U.S.C. & G.S.), AS DETERMINED BY BSHALL BE PROVIDED BY THE CONTRACTOR AS PART OF THE SANITARY SEWER CONTRACT. A REQUIREMENTS.
OATWRIGHT 7. ALL INVERTS IN DRAINAGE STRUCTURES TO BE PRECAST OR BRICK WITH LAYER OF MORTAR FULL WRITTEN REPORT AS TO THE CONDITION OF THE PIPE WITH PERTINENIT DATA SUCH AS
LAND SURVEYORS. FILE NO. 2004--0257 BETWEEN EACH LAYER OF BRICK, OR REDDI-MIX CONCRETE WITH #57 STONE. DISTANCE BETWEEN MANHOLES, LOCATION OF SERVICES, ETC. SHALL TI SUBMITTED TO THE 5. IF DEWATERING CAPACITY REQUIRES A CONSUMPTIVE USE
OWNER AND ENGINEER PRIOR TO ACCEPTANCE, AND ONE COPY OF THE VIDEO TAPE SHALL BE PERMIT (C.U.P.) IT SHALL BE THE CONTRACTORS
7. FOR BOUNDARY, ROADWAY AND LOT GEOMETRY INFORMATION SEE PLAT. 8. UNSUITABLE MATERIALS UNDER WATER, SEWER PIPE, STORM PIPE OR STRUCTURES SHALL BE SUBMITTED TO THE CITY. ALL DEFECTIVE AREAS AND ITEMS SHALL BE REPLACED OR RESPONSIBILITY TO OBTAIN THE PERMIT THROUGH THE ST.
8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY COMPACTED. REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL REPAIRED SECTIONS MUST ®E REINSPECTED JOHNS RIVER WATER MANAGEMENT DISTRICT.
MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH COUNTY REQUIREMENTS. THIS 9. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOR TO PREPARATION OF SUBGRADE FOR PRIOR TO ACCEPTANCE. 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION AND
SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS AND IN ALL UTILITY TRENCHES PAVEMENT. EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL PERFORM
LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL OTHER MATERIAL TESTING. PRIOR 29. THE CONTRACTOR SHALL AVOID SERVICE INTERRUPTIONS AND MAINTAIN AmY EXISTING WATER GROUNDWATER TESTING IN ACCORDANCE WITH THE
TO LIMEROCK PLACEMENT, THE PROJECT GEOTECHNICAL ENGINEER SHALL MAKE 10, ALL WATER AND SEWER CONSTRUCTION WITHIN THE CITY SHALL BE ACCOMPLISHED BY AN AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL TIMES. THE: CONTRACTOR SHALL ENVIRONMENTAL PROTECTION AGENCY FEDERAL REGISTER,
RECOMMENDATION FOR UNDERDRAIN PLACEMENT. UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 489 BE RESPONSIBLE FOR NOTIFICATION OF AFFECTED CUSTOMERS OF THE UTIILITY A MINIMUM OF PAGE 42739, PART 1A.3, TO DETERMINE PETROLEUM
FLORIDA STATUTES. 48 HOURS IN ADVANCE OF ANY INTERRUPTION OF SERVICE. CONTAMINATION LEVELS. CONTRACTOR SHALL BE
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT, IF
INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY RIGHT-OF-WAY PERMITS FOR 11. CONTRACTOR SHALL PROVIDE, TO THE ENGINEER, A SCHEDULE OF INVERT ELEVATIONS OF ALL 30. ALL NEW AND/OR RELOCATED WATER MAIN PIPES AND FITTINGS SHALL NOT CONTAIN MORE REQUIRED, IN ORDER TO DISCHARGE ANY GROUNDWATER
WORK IN THE CITY RIGHT- OF-WAY OR EASEMENT. SANITARY MANHOLES PRIOR TO THE PLACEMENT OF THE LIMEROCK BASE COURSE. THIS THAN EIGHT PERCENT LEAD AND ALL PACKING AND JOINT MATERIALS USED IN THE JOINTS ENCOUNTERED DURING CONSTRUCTION AND DEWATERING
SCHEDULE TO BE PROVIDED BY THE REGISTERED LAND SURVEYOR SUBMITTING THE "AS-BUILT" SHALL CONFORM WITH ALL APPLICABLE AWWA STANDARDS. ALL NEW AND/OR RELOCATED OPERATIONS.
10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE RIGHT-OF-WAY DRAWINGS FOR THIS PROJECT. WATER SERVICES AND PLUMBING SHALL CONTAIN NO MORE THAN EIGHT PERCENT LEAD AND
WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND METHOD OF CONSTRUCTION ALL SOLDERS AND FLUX SHALL CONTAIN NO MORE THAN 0.2 PERCENT LEAD. 7, 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE
AND REPAIR. 12, ALL SEWER MAINS SHALL BE PVC (ASTM-3034) DR-35 FOR DEPTHS TO 15 FEET, DR18 FOR CONTRACTOR WILL SUBMIT A "NOTICE OF INTENT" TO THE
11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE "UNOBSTRUCTED" EASEMENTS. ALL DEPTHS 15' OR DEEPER, OR IN EASEMENTS UNLESS OTHERWISE NOTED. 31. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT--OF-WAY EPA IN ACCORDANCE WITH NATIONAL POLLUTANT DISCHARGE
OR CITY EASEMENT MUST BE IN CONFORMANCE WITH THE CITY APPROVED MATERIALS ELIMINATION SYSTEM RULES AND REGULATIONS.
"UNOBSTRUCTED" EASEMENTS TO BE CLEAR AND DRIVEABLE. 13. SANITARY SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 0.006 FEET PER MANUAL.
FOOT AND SHALL BE TERMINATED 5 FEET FROM THE HOUSE WITH A DEPTH OF 48" UNLESS 8. THE CONTRACTOR SHALL WRAP STORM SEWER GRATES IN
12. "AS-BUILT" DRAWINGS - AS-BUILTS TO THE CITY AND THE ST. JOHNS RIVER WATER 32. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED 48 HOURS IN FILTER FABRIC TO PREVENT SEDIMENTATION OF THE STORM
OTHERWISE DETAILED OR RESTRICTED DUE TO DEPTH OF SEWER MAIN. A SEWER SEWER SYSTEM. CONTRACTOR SHALL MAINTAIN THE FILTER
MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED CLEANOUT SHALL BE INSTALLED ON EACH SERVICE AT THE PROPERTY LINE. ADVANCE THROUGH ROB I�F}5E}Y AT ELEPHONE 247--5834.
LAND SURVEYOR THEREFORE, IT SHALL BE THE CONTRACTOR'S RESPONSIBIILITY TO CONTRACT FABRIC UNTIL THE ASPHALT/CONCRETE PAVEMENT IS PLACED.
WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD n 33. CONTRACTOR SHALL INST L WARNING TAPE ON ALL WATER MAINS AND FORCE MAINS IN
14. WATER LINES SHALL HAVE A MINIMUM OF 36 COVER FROM FINISHED .RADE UNLESS OTHERWISE
LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS-BUILT" DRAWINGS IN ACCORDANCE WITH SHOWN. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH AWWA C651 DISINFECTION ACCORDANCE WITH CITY ANDARDS.
-' 9. THE CONTRACTOR SHALL PROTECT ALL STORMWATER BASINS
CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE STANDARDS.
CONTRACTOR'S RESPONSIBILITY TO PROCESS THE "AS-BUILT" DRAWINGS FIOR APPROVAL BY THE 34. CONNECTION CONTINGE UPON CONSTRUCTION, DEDICATION AND FINAL AiCCEPTA►dCE OF THE AND/0R SWALES FROM SEDIMENTATION DURING
CITY. AS-BUILT DRAWINGS MUST BE PROVIDED TO THE CITY IN HARD COPY AND DIGITAL 15. ALL POTABLE PVC PIPE 3 INCHES IN DIAMETER OR LESS SHALL BE LISTED AS NSF---pw AND OFFSITE WATER TRANS ISSION SYSTEM AND SEWER COLLECTION SYSTEM UNITHIN THE LIMITS OF CONSTRUCTION USING NECESSARY SEDIMENT CONTROL
BARRIERS.
FORMAT, IN AUTOCAD 14 OR HIGHER. SHALL BE SO MARKED. THIS PROJECT.
16. WATER AND SEWER LINES ARE DESIGNATED TO FINISHED GRADES AND SHALL BE PROTECTED 10. IN THE EVENT OF DELAYS IN CONSTRUCTION, THE
13. THE CONTRACTOR SHALL COORDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRACTORS. UNTIL FINISHED WORK IS COMPLETECONTRACTOR SHALL SEED ALL AREAS AND MAINTAIN EROSION
.
IN THE EVENT OF ANY CONFLICT WHATSOEVER, THE CONTRACTOR SHALL NJOTIFY THE ENGINEER CONTROL BARRIERS IN PLACE TO PREVENT EROSION,
AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 17. HORIZONTAL SEPARATION BETWEEN WATER MAINS, VALVES, FITTINGS AND SANITARY OR STORM SILTATION AND AND INCREASE RUNOFF.
14. ALL CLEARING AND GRUBBING REQUIRED FOR ALL ROADWAY, UTILITIES, DITCHES, AND BERMS
SEWER SHALL BE A MINIMUM OF 10 FEET OR IN ACCORDANCE WITH THE F.D.E.P. REGULATIONS,
INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY OR 18. WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET
EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT. HORIZONTAL SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (I.E. DR 18 AWWA
15. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN AICCORDANCE WITH C--900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER) WILL BE USED WITH THE
CITY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEY WILL BE PLACED ON AN UNDISTURBED SHELF
TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT. 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
16. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY MONUMENTS. OF SEPARATION WHERE POSSIBLE.
IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH THE SURVEYOR OF 19. WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH
RECORD FOR REINSTALLATION OF THE MONUMENT.
A MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE, A FULL UNCUT LENGTH OF WATER QUALITY
17. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY PIPE (I.E. DR 18 AWWA C--900 FOR NEWLY INSTALLED SEWER & DR 25 AWWA C-900 WATER)
CONTRACTOR. 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
18. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT
CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. 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.
19. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. 20. A FULL UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE
20. BURNING OF TREES, BRUSH AND OTHER MATERIAL SHALL BE APPROVED, (PERMITTED AND POINT OF CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF
COORDINATED WITH CITY FIRE MARSHAL. CROSSINGS REGARDLESS OF VERTICAL SEPARATIONS.
21. ROADWAY UNDERDRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS NAY BE DETERMINED 21. IN THE CASE WHERE SOLVENT CONTAMINATION IS FOUND IN THE TRENCH, WORK WILL BE STOPPED
NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION. THIE CONTRACTOR SHALL AND THE PROPER AUTHORITIES NOTIFIED. WITH THE APPROVAL OF THE DUVAL COUNTY HEALTH
NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE 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
PREPARATION OF THE ROADWAY SUB-BASE. 100 FEET BEYOND ANY DISCOVERED SOLVENT.
22. PROVIDE CONTRACTION JOINTS AT 10' O.C. AND EXPANSION JOINTS AT 501' O.C. ON ALL
EXTERIOR SIDEWALKS AND CURBING. COMPANY CONTACT / TELEPHONE #
23. MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T. STANDARD INDEX 600, LATEST EDITION. WATER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS CHRIS WALKER / 247-5834
24. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SEWER SERVICE CITY OF ATLANTIC BEACH PUBLIC WORKS CHRIS WALKER / 247-5834
INDEXES 11860, 17346, AND 17352.
ELECTRIC SERVICE JEA CARL ZEWLER / 665-6071
25. ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED (ROADWAY/SITE
DEVELOPMENT SHALL BE REMOVED BY THE CONTRACTOR UTILIZING THE HYDIRO-BLASTING METHOD. TELEPHONE BELL SOUTH RICK MULL / 519-2543
CABLE AT&T 1--800-432-4770
Designed Released For Construction Q y j1���/ aject 40No. Drawing
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SCHEIDEL COURT '
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Checked 1711 South 5th Street PREPARED FOR GENERAL NOTES ��' Scale .
This Drawing Is the property of Connally & Wicker Inc. til9! r°~y
WJB N.T.S.
and Is not to be reproduced or copied in whole or In Jacksonville Beach, Florida 32250
art. It Is not to be used on any other project and BEACHES HABITAT
D.C. p (904) 249--7995 Fax. (904) 241-1126 Q YYJtuA�j G ,,` �S, p' , : Date
BEK is to be returned on request. C.A. No.: 3650 No. Data Revision BY 9. �1 r.
�:P �'' ¢499 JULY 2 2004 Sheet - - of
OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS
SITE DESCRIPTION GENERAL CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL HAZARDOUS PRODUCTS
UP IS STABILIZED, THE WATER SHOULD NOT BE ALLOWED TO THE 3.600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCES THE RISKS ASSOCIATED WITH * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO
PROJECT NAME AND LOCATION: RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND
SCHEIDEL COURT THE CONTRtACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S
HAZARDOUS MATERIALS. TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.
IN ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL
ATLANTIC BEACH, FLORIDA REQUIREMEPNTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT,
AND TURBIEDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPILING MATERIAL. NO EXCAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE. AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10
OWNER NAME AND ADDRESS: ADDITIONAL. MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB,
BEACHES HABITAT
CONDITIONS3 AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL * ORIGINAL LABELS AND MATERIAL SAFE=TY DATA WILL BE RETAINED; THEY WHICHEVER COMES FIRST.
1671 FRANCIS AVENUE OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE COLLECTION FACILITY. SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFORMATION. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES
ATLANTIC BEACH, FL 32233 REQUIRED TI'O ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. PROMPTLY REPAIRED.
THE SYSTENM INTO OPERATION. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODEABLE * IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL
DESCRIPTION: SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FFOR PROPER DISPOSAL WILL BE * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED
9-LOT SUBDIVISION ON A CUL-DE-SAC FOR CONSTRUCTION OF DUPLEXES. SEQUENCE OF MAJOR ACTIVITIES: EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS * A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH
EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF PRODUCT SPECIFIC PRACTICES INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE
ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: INSPECTOR IS ATTACHED.
SOIL DISTURBING ACTIVITIES WILL INCLUDE: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND
OF SEDIMENTS. PETROLEUM PRODUCTS WASTE DISPOSAL AVAILABLE UPON REQUEST TO THE OWNER. ENGINEER OR ANY FEDERAL,
CLEARING AND GRUBBING; EARTHWORK, PAVEMENT AND GRADING; 1. INSTALLL STABILIZED
9. INSTALL UTILITIES, STORM SEWER, ALL ONSITE VEHICLES WALL BE. MONITORED FOR LEAKS AND RECEIVE STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION
STORM SEWER, AND PREPARATION FOR FINAL PLANTING CONSTFRUCTION ENTRANCE CURBS & CUTTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE MAINTEMIANCE TO REDUCE THE CHANCE OF PLANS, OR STORM WATER MANAGEMENT PLANS.
AND SEEDING. 2. INSTALLL SILT FENCES AND HAY DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM
10. APPLY BASE TO PROJECT WASTE MATERIALS LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM
BALES3 AS REQUIRED 11. COMPLETE GRADING AND RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS WHICH ARE CLEAERLY LABELED. ANY ASPHALT SUBSTANCES THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF
RUNOFF COEFFICIENT: 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE USED ONSITE WILL BE APPLIED) ACCORDING TO THE MANUFACTURER'S TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS
1. PRE-CONSTRUCTION = 90 SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE RECOMMENDATIONS. OF NON--COMPLIANCE.
2. DURING CONSTRUCTION = 92 BASIN 12. COMPLETE FINAL PAVING B. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT
3. POST-CONSTRUCTION = 94 4. CONSTFRUCT SEDIMENTATION AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE FERTILIZERS
13. REMOVE: ACCUMULATED * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO
BASIN SEDIMENT FROM BASINS RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR
SOILS: 5. CONTIMUE CLEARING AND WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE
SEE SOIL BORING REPORT FOR SOILS DATA 14. WHEN ALL CONSTRUCTION
GRUB83ING ACTIVITY IS COMPLETE AND THE COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WALL NOT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE BE WORKED INTO THE SOIL TO) LIMIT EXPOSURE TO STORM WATER.
REPORT.
517E MAPS: LATER COMPETE WITH THE PERMANENT GRASSING. PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY
* SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, fi. STOCK: PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY * PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE
AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS. 7. PERFOFRM PRELIMINARY GRADING TEMPORARY DIVERSION9CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE.
SWALES/DIKES AND RESEED/SOD PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS ON SIITE AS REQUIRED . TEMPORARY SEEDING AND MULCHING: SLOPES S FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH
THAN AB THAT THE DAY-TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEALABLE PLASTIC BIN TO AVVOID SPILLS. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND
AND STORM WATER DISCHARGE POINTS. RAPH $ BOVE
8. STABILUZE DENUDED AREAS AND AS REQUIREDSEEING THAT THESE PROCEDURES ARE FOLLOWED. PAINTS MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND
* SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.
PRACTf1CA
TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS STOCTICA S BLJr A5 SOON A5 LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED
ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT
* SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE
PERMANENT STABILIZATION. HAZARDOUS WASTE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING NON-STORM WATER DISCHARGES
10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
SITE AREA: SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER IT 15 EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES
1. TOTAL AREA OF SITE 1.82 AC TIMING OF CONTROLS/MEASURES SUITABLE: METHODS N REQUIRED TO ASSURE OPTIMUM GROWING MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD:
MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE CONCRETE TRUCKS !'ALL NOT IBE ALLOWED TO WASH OUT OR DISCHARGE
2. TOTAL AREA TO BE DISTURBED = 1.82 AC CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO * WATER FROM WATER LINE FLUSHING
TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REQUIRED SURPLUS CONCRETE OR DRUMI WASH WATER ON THE SITE.
AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS. MANAGES DAY-TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR
AND HAZY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL. CONITROL PRACTICES HAZARDOUS MATERIALS HAVE OCCURRED).
CONTROLS
BASIN VMLL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).
OTHER IPORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT
THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE ALL NON-STORM WATER DISCHARGES WALL BE DIRECTED TO THE SEDIMENT
EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND CONSTRIUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND BASIN PRIOR TO DISCHARGE.
TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON CEASED.. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGETATIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP:
PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY AREA, 117HAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS.
TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CONTRACTOR'S CERTIFICATION
THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE: SEDIMENT TRAPS CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE
STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR A AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO OFFSITE VEHICLE TRACKING PROCEDURES AND THE LOCATION OF TIRE INFORMATION AND CLEANUP I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE: TERMS AND
VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED, IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP SUPPLIES. CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE
REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT ELIMINATION SYSTEM (NPOES) PE=RMIT THAT AUTHORIZES THE STORM WATER
STORM WATER MANAGEMENT 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF TO THE SITE ENTRANCE WALL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECE5SARIY FOR SPILL CLEANUP WILL BE KEPT DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE
STORM WATER DRAINAGE WALL BE PROVIDED BY (DESRIPTION:) CONTROLS THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE= AREA ONSIITE. EQUIPMENT AND MATERIALS WILL CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.
1 WET DETENTION STORMWATER MANAGEMENT FACILITY OFFSITE FACILITIES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A
INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS,
FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY LITTARPAULIN. GLOVES, GOGGLES, LIQUID ABSORBENT 1(l.e. KITTY TER OR EQUAL),
WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY
COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 13.18 ACRES WILL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE FOR THIS PURPOSE.
0.00 CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWIT! SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN
HAVE BEEN REGRADED, ACRES LEFT UNDISTURBED. THE SITE DISCHARGES VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED w
TO A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. F= w
OR SODDED. � �
WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN 0, ¢ a
THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL p
DETENTION BASIN. THE WET DETENTION SYSTEM IS DESIGNED WITH A ?i DAY ON THE EROSION AND TURBIDITY CONTROL PLAN AND A❑❑ ADDITIONAL CONTROL STRUCTURAL PRACTICES � Q
PRESENT ONSITE DURING CONSTRUCTION:
MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM �` U
LOCAL EIii05fON AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION ❑IKES MAY BE ❑ Fertilizers ❑ Wood CONTACT WITH A HAZARDOUS SUBSTANCE. 03
SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS ❑Concrete
TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR As USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. z
REQUIRED) BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIREDAND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D 914. El Asphalt ❑ Petroleum Based Products El Masonry Blocks SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE a g
TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT ❑ Tar ❑ Cleaning Solvents ❑ Roofing Materials APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE
TIMING OF CONTROLS/MEASURES SITE BY 1THE REGULATORY AGENCIES, 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN ❑ Detergents ❑ Paints ❑ Metal Studs SIZE OF THE SPILL
AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF
REFER TO " CONTRACTORS RESPONSIBILITY' FOR THE TIMING OF EROSION AMD SEDIMENT'CONTROLS DISCHARGE FROM A DISTURBED AREA. ❑ -- ❑ ------ El --�-- THE SPILL PREVENTION PLAN WILL BE )ADJUSTED TO INCLUDE MEASURES TO
CONTROL/MEASURES. STAEIIUZATIION PRACTICES THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP
1. HAY I BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW
INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION SPILL PREVENTION THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT
CERTIFICATION OF COMPLIANCE WITH DIKE: CAUSED IT, AND THE CLEANUP MEASUFRES WILL ALSO BE INCLUDED.
FEDERAL, STATE AND LOCAL REGULATIONS DISTUIRBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE MATERIAL MANAGEMENT PRACTICES E m
FOLLOWING LIMITATIONS: A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION 15
APPLICABLE ERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE
WHo
IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM A. WVHERE THE MAXIMUM SLOPE BEHIND THE BARRIER•15 33 PERCENT. BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR.
B. IMI MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND a
WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING THE STRUCTURE. REFER TO D-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE/SHE WILL DESIGNATE AT LEAST ONEE OTHER SITE PERSONNEL WHO
CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES.
PERMITS HAVE BEEN OBTAINED. CURB INLET SEDIMENT FILTER AND D-904 FOR CONSTRUCTION OF A WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE w p•
C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. � o
D.E.R. DREDGE FILL PERMIT DROP INLET SEDIMENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE �
/ # D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE z
OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL
C.O.E. DREDGE/FILL PERMIT # BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED vi 1?�
PERSONNEL WILL BE POSTED IN THE: MATERIAL STORAGE AREA AND IF cn z
5.J.R.W.M.D. M.5,5,W. PERMIT# THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT. i
PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE APPLICABLE, IN THE OFFICE TRAILER ODNSITE. N v
SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE: =2 w
AGAINST WASHOUT.
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED * AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO m o
POLLUTION PREVENTION PLAN CERTIFICATION REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY AREAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP DO THE JOB.
I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER
SEDIMENT TRAP. MAINTENANCE/INSPEC;TION PROCEDURES
ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN LOCATION, MATERIAL & USAGE. C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY
THE INLET DRAINS A RELATIVELY FLAT AREA (S [ 5%) AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES
ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET OR OVERLAND FLOWS (Q C 0.5 CFS) ARE TYPICAL. THIS METHOD ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTION AND AMAINTENANCE PRACTICES THAT WILL BE
PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIN,IENT CONTROLS.
SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO FOLLOWING LIMITATIONS: AS IN STREET OR HIGHWAY MEDIANS. REFER TO D-905 FOR * PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE
MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. ORIGINAL MANUFACTURER'S LABEL. * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE B. IN MINOR SWALES OR DITCH OWITHOUT WRITTEN PERMISSION FROM THE ENGINEER.
NES WHERE THE MAXIMUM w
BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. OUTLET PROTECTION: APPLICABLE TO THE OUTLETS OF ALL PIPES AND
SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT,
AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR
INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR OF THE FILTER FABRIC BARRIER. & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & RECOMMENDED BY THE MANUFACTURER. SOMEONE APPOINTED BY THE SUPERINTENDENT. AT LEAST ONCE A WEEK AND 0
KNOWING VIOLATIONS. HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE FOLLOWING ANY STORM EVENT OF 0.;25 INCHES OR GREATER. On
* WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE
3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHARGING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL. DISPOSING OF THE CONTAINER. * ALL TURBIDITY CONTROL MEASURES VMLL BE MAINTAINED IN GOOD WORKING
BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE
ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF
SIGNED: LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL REPORT.
4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR TEMPORARY WILL BE FOLLOWED.
FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE PONDS) WILL BE CONSTRUCTED FOR USE A5 SEDIMENT BASINS. THESE * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS
DATED: GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600 CUBIC FEET OF * THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS REACHED ONE-THIRD THE HEIGHT OFF THE FENCE.
APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL
Designed Released For Construction roject No.: Drawing
e� Connelly & Wicker Inc. o ,;,,����� �,
Drawn SCHEIDEL COURT ,� �, 0401-40
By Consulting Engineers o
TAv, e� 9 9 STORM WATER POLLUTION -:
PREPARED FOR Q i" = = Ln Scale
Checked 1711 south 5th street GENERAL NOTES �` = � • 4 49
�
This Drawing is the property of Connelly & Wicker Inc. Q N.T.S.
WJB and Is not to be reproduced or copled In whole or in Jacksonville [Beach, Florida 32250 4
O.C. part. It is not to be used on any other project and (g04) 249-7 995 Fax: (904) 241-1126 BEACHES HABITAT „�' !� I 0r. ':
yyl - A ,..,fids s� �� Date
BEK Is to be returned on request. C.A. No.: 36,50 No. Date Revision E3y s,P.E; 49 �\ Jl1LY 2, 2004 Sheet _� of
p