1 Fleet Landing Blvd. CIV18-00002 dwgs71
2
r Side Panel '\1
Structure
' 1
Flat Bar> a .
- , > .• , e ...p • �" Dia. Stainless Steel Stud Type
V' Dia. x 1 %Z" Long Hex Bolt, Side Panel Expansion Anchor With Nut And Washer
Flat Washer, Fender Washer, And 1, Embedment Depth = 2W. Anchors To 'B,
Lock Nut, all Stainless Steel, Installed According To The Manufacture
(6 Required Per Skimmer) _ Recommendations (12 Required Per
Skimmer).Bolt &;
�_
Flat Washer - Fender lYasher & I f `' `-` p,&eA
Lock Nut 5tae
Front Pane! '
Front pane' 5�be P8
Front Panel
PICTORIAL VIEW
Side Pane! GENERAL NOTES
1, This skimmer is Intended for use on Tyoe C, D, or ,E Ditch Bottom Inlets that are used as outlet control
structures of stormwater management facilities.
See View A 2. The side panels are dimensionally symmetric, therefore they may be used on either side of the structure:'
}
3. Two (2) skimmers may be constructed on one structure provided they are on opposite ends.
1 4, The width of the front panel (dimension W) shall be the same as the outside dimension across the front of
1 O 7« the structure.
I .-1 C Expansion
Front Pane! Anchors
— S. The front panel, side panels, and flat bars are to be hot dip galvanized after fabrication.
Flat liar'
a PLAN 6. The location of the reinforcing steel in these structures must conform to the applicable standards to avoid`
1 to conflict with the expansion anchors used to attach the skimmer,
O.
I
Expansion Anchor SpacingVaries, See Sheet 2 7, Grates to be used on the inlets unless otherwise specified in the plans..
Top Of Structure 8. A skimmer consists of two (2) side panels, one front panel, two (2) flat bars, and accessory hardware. The
Side Panel
\ N VIEW A cost of skimmers Is to be included In the cost of the Inlets
Flat Bar
I \ DESIGN NOTES
1. The designer must specify, in the plans, the skimmer height (dimension H) and the sides where the weir
slots and skimmers are located. The skimmer height must be one of the dimensions shown in the table on
Sheet 2. The skimmer shouldnot be used orr structure sides with outside dimensions greater than 614
Side Panel I / 2. To minimize hydraulic losses across the skimmer, the flow area under the skimmer should be three times
Front Pane! - G3 O y/ larger than the flow area of 'the weir slot. The distance between the pond' bottom at the structure and the
Bolt Seating
skimmer shall be not less than 1 foot.
h I )
Varies See Sheet 2
a; Front Face
� I
Of Structure 3: The configuration of skimmers may be subject to regulatory requirements: The designer should coordinate
1 � the outlet control structure details with the permitting agencies.
C.) 4 Where this skimmer Is used, the designer should reference this index with the outlet control structure
Fiat Bar / details. Where a different skimmer design is needed, the designer should provide skimmer details in the
plans.
- 5. The designer shall evaluate if a grate is needed for safety reasons. Where a grate isnot needed 'for
safety reasons and is not desirable for hydraulic or other reasons, the designer may omit the grate by
stating so In the outlet control structure details,
VIEW B L.
6. The designer must show the configuration of the weir slots In the outlet control structure detail,
SIDE VIEW
LAST z DESCRIPTION: FY 2OI7-i8
INDEX SHEET
REVISION ° FDpn SKIMMER FOR OUTLET ' CONTROL STRUCTURES NO, Ivo.
07/01/13 a ,..P--- DESIGN STANDARDS 240 1 of 2
DIMENSI(JNS
Skimmer Height
as Specified in
the Plans
N -;D 94 14tch
Bolt
Spacing
N'
D E L
5
Inches
12
3716
3 28
3
14'
36
3 28
4
16
3 aife
3 28
5
18
3 •,3'16
3 28
6.
20
4 -y16
4 31'
6
22
4 -Y16
4; 31
7
24
4 -Y16;
4 31
8
26
4 -Y16
4 31
9
28
4 -Y16
4 31
10
30
5 16'
5 31
10
32
5 �1'6
5 31
11
34
56
5 31
12
36
66
6 31
12
38
66
6 31
13
40
6
6 31
14
a y2v
�'
i
(3 Holes)
x
w
K" Thick x 1 W Wide'
FLAT BAR
f Holes For Expansion Anchors 45� 30
1 ;� Top Flange (Cut Away) Bottom Flange
1----.—_.------ ---
TOP VIEWI TOP VIEW'
IV 1"
Front Panel Width Varies, See General Notes
1 %1' W
--- _
aI
Y
V2" x 1 2" I en t en
Ln
(3 Slots)
I
I
w � rn
Cb! I I
�
_ ----_- -------_-„.-=
w1 Stec! Sheet 0.7345” �i6" Dia. W Steel Sheet 0.1345 �d Dia:
Thick (10 Gage) (6 Holes) Thick (10 Gage) (6 Hoes) END VIEW
END 'VIEW (FRONT) SIDE VIEW FRONT VIEW
SIDE PANEL FRONT PANEL
1 N• _
LAST DESCRIPTO FY 2O1% -ZS IN. SHEFT
REVISION �, FD SKIMMER S KIM E R FOIL. OUTLET CONTROL STRUCTURES NO NO
01101112 DESIGN STANDARDS
CX 240 Of 2
t-
Specificatiorn and Spate Use
'-11
Product
N -;D 94 14tch
1 fi
Revision
Aa rnanuf=re by Ckm Iir parts
7/24/17
REVISED
SCHEMATIC
DESIGN SET
c2wty
1 [Fin
35'15
COJ PERMIT SET
Ma"als
Certobevr-7'oc
3
na
WO
it:-41:1.5'LTJ i1 gauge:Ube
COJ AND
3.37:'
Fitnisk 's
An a°tef ia5= 36t n hal &C ed yafranired finish is
4
3/13/18
out stamisrd option 2501GIE powder mat colors,
REVISED
PER COJ COMMENTS
tfK mom ai, cwtirg, NC die and vtxr•lms seed finishes
are also aeaiat# as alhxrate option,
,__ r�•
5
Du pa,sslx Mr. iris WMtet3 h9h II!Pl d pian
and dwDWits 4Idlovving 6mst sle£a:
PER COAB REVIEW
1.5andb t
1. Ep�;pfnet t4~itso:^.tticd aFp3ei'
3.iiml?N-1U Cpdyesh pew6ee na:
sm rhn sto: TA - s:eef movie -1 finish-]
in either a N,+ pcisaed -shine ka a satin inn
32'
instAm0cm
In -ground rnouert is ernLr416 irk r_onarte hw-
M r-11
Methods
Sarfxe wmnt Fa ore 5' x 6` Fuv xix a c3xtM
to Lir gourd erit� fou ardws iirxkkedf of h t*:kl.
Spxa Lisa and Wag Setbatlir
Sctis>�s
Cor rads see paraild 1a a vol
Mirinun:12'
ikcomn► 14'
For racks wt perpendicular to a watt
pI L
Merman: 35' icerietine meazmnenl;•
Ileconrren6e& 38' 154' if tide is re -d -d Eetretn lite
aral veal;
Distance 941wem Racks
hr rads met F*xg we aev_thtr
S4
M'a•itnm-1d'
t d 3
lL•cwrne 18'
hr rads rt mdbmt
S
)teconmr_nd� 17.1•.
'
Street SedockE
+r+}.
144nun: 3Ct'
DERO 2 -SPACE BIKE RACK
DOWNSPOUT NV
(SEE ARCH. PLANS)
/ TRANSITION BOOT
WIRE SCREEN FOR RODENTS CiNA
j SCHEDULE 40 PVC Goodson Nevin
12" MAXIMUM PROPOSED GRADE and Associates
�r11 rr���_,� Consulting Engineers
�6" (MIN.) SCHEDULE'4>3 E.B. # 26306
45° BEND
6" (MIN.) PVC ON 1.00% 10175 FORTUNE PARKWAY, SUITE 403
MIN. SLOPE JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
ROOF DRAIN COLLECTOR ,,i,�++O+++N �tEtttN
PIPE, REFER TO DRAINAGE � y••,,,...,,••F
0
PLAN FOR SIZE OF STORM ��••' \GENS'••,� '�.��
NOTE: SEWER (8" MIN. IF MORE VF •�2
ALL DOWNSPOUT COLLECTOR THAN ONE CONNECTION) No. 54666
PIPE SHALL BE SCHEDULE 40 PVC °
UNLESS OTHERWISE NOTED.
p
STATE OF
DOWNSPOUT DETAIL ,,�p.�•.,•'�<o R\ �4;
NAt+��++`,,�
r �
5' NEW CURB
AND GUTTER PREPARED FOR:
10,1 ROAD OR PARKING AREA
1 4 FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
EXISTING GRADE
TYPICAL GRADING CONNECTION DETAIL
PLAN
SECTION
NOTES:
1. USE H-15 TRAFFIC BEARING GRATE, USF 6217 OR EQUAL.
2. PIPES MUST NOT BE IN CONSTRUCTION JOINTS.
3. PIPES SHALL BE FLUSH WITH INSIDE WALL STRUCTURE.
4. DIMENSIONS MAY VARY SLIGHTLY BUT H-15 LOADING MUST BE MET.
5. CONCRETE DESIGN STRENGTH 4,000 P.S.I.
6. PRECAST IN ACCORDANCE WITH LATEST EDITIONS OF ASTM C 478.
CONCRETE YARD DRAIN DETAIL
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE: JANUARY 12, 2017
PROJECT NO.: 11618 5
DESIGNED BY: JOHN N EVI N, PE
DRAWN BY : J P M
SCALE : AS NOTED
No.
Date
Revision
1
7/24/17
REVISED
SCHEMATIC
DESIGN SET
2
110/10/17
COJ PERMIT SET
3
2/9/18
COJ AND
COAB PERMIT SETS
4
3/13/18
REVISED
PER COJ COMMENTS
5
4/20/18
REVISED
PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TIME
CONSTRUCTION
ILS q�-0
C3.2
S H E E T
DUCTILE IRON PIPE RESTRAINT NOTES:
1. THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR RECLAIMED
WATER SYSTEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS INDICATED ON THE
ABOVE SCHEDULE, AT A MINIMUM.
2. ASSUMPTIONS: DUCTILE IRON PIPE (WITHOUT POLY WRAP), SAFETY FACTOR=1.5, TEST
PRESSURE=150PS1, SOIL=GM OR SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR
20" AND SMALLER PIPE SIZE OR 36 INCHES FOR 24" AND LARGER PIPE SIZE. FOR D.I.P.
W/POLY WRAP, USE RESTRAINT JOINT SCHEDULE FOR PVC PIPE.
3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING.
4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET COVER
ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER (TOP)
LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER (DEEPER) LEVEL. ASSUME 45
DEGREE BENDS.
5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE
OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE ABOVE FOR
RESTRAINT LENGTH ON TEE "BRANCH" LINE.
6. HDPE TO D.I.P. TRANSITIONS: THE D.I.P. PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN).
LENGTH (L) TO BE RESTRAINED
(SEE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS)
NOMINAL
PIPE
SIZE
(IN.)
HORIZONTAL BENDS
VERTICAL OFFSETS
45° BENDS
(SEE NOTE 4)
VALVES
OR
DEAD
ENDS
900
BENDS
L (FT.)
450
BENDS
L (FT.)
22.50
BENDS
L (FT.)
11.250
BENDS
L (FT.)
UPPER
LOWER
L (FT.)
L (FT.)
L (FT.)
4
17
7
4
2
11
3
30
6
24
15
5
3
15
4
42
8
31
13
6
3
20
5
55
10
36
15
8
4
23
6
65
12
42
18
9
5
27
7
77
14
48
20
10
5
31
7
87
16
53
22
11
6
35
8
97
18
58
24
12
6
39
9
107
20
63
27
13
6
42
10
118
24
63
27
13
7
49
12
118
30
75
31
15
8
59
14
141
36
86
36
17
9
68
17
163
42
95
40
19
10
76
19
183
48
117
43
21
11
84
21
203
DUCTILE IRON PIPE- RESTRAINT JOINT SCHEDULE
JANUARY 2017
PLAIN END P.V.C.
TEE BOLT
BELL Jt. P.V.C.
RESTRAINED BELL JOINT
TYPICAL PROFILE
O
BELL
RING
O
BELL JOINT TO PLAIN END
W/MECHANICAL RESTRAINERS SECTION
L
NO. OF TIE RODS REQUIRED
T'r RODS
3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD)
10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD)
14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD)
~ 18" - 20" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT (3/4" ROD)
24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD)
30" - 36" DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT (1" ROD)
42" - 48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)
54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)
DEAD - END THRUST COLLAR ANCHOR
BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL) SIZE
AS PER THRUST BLOCK DETAIL (W-38). SEE DETAILS W-36 & W-37.
TEE BOLT
PLAIN END P.V.C.
M.J. D.I. FITTINGS
RESTRAINED MECHANICAL JOINT
TYPICAL PROFILE
MECHANICAL JOINT TO PLAIN END
W/MECHANICAL RESTRAINERS
MECHANICAL JOINT SLEEVES
FIRE HYDRANT LATERAL
GENERAL NOTE:
1. PAY ITEM—" � " DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS.
2. PAY ITEM " * " DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE.
3. —MME► INDICATES DIRECTION OF THRUST FORCE.
I MECHANICAL RESTRAINT DETAILS —
JANUARY 2017 PLATE W -31C
PLATE W -31 B
REDUCERS
SEE NOTE 5
SIZE
(IN.)
6x4
8X6
L (FT.)
22
23
8x1
39
10x8
22
10x6
40
12x'10
12x8
16x'12
23
41
42
16x'10 58
20x18 22
20x'1116 42
20x'12
74
24x,'?0 36
24x'18 51
24x'16
64
30x,?4 50
30x20 77
36x30 50
36x,'?4 89
42x36 48
42x:30 89
48x42 48
48x36 88
TEE
SEE NOTE 5
RUN
BRANCH
1
SIZE
SIZE
(IN.)
(IN.)
L (FT.)
4
4
F.O.
4
6
6
4 < LESS
F.O.
8
8
19
6 < LESS
F.O.
10
10
29
8
9
6 < LESS
F.O.
12
12
40
REVISED PER COJ COMMENTS
10
21
8 < LESS
F.O.
16
16
60
12
25
10
3
8 < LESS
F.O.
20
20
79
16
48
12
9
10 < LESS
F.O.
24
24
79
20
54
16
23
12 < LESS
F.O.
30
30
101
24
66
20
38
16
4
12 < LESS
F.O.
36
36
122
30
90
24
53
20
21
16
1
12 < LESS
F.O.
42
42
141
36
113
30
79
24
38
20
3
16
1
12 < LESS
F.O.
48
48
160
42
133
36
103
30
66
24
22
20 < LESS I
F.O.
F.O. = FITTING ONLY
BANGLE OF DIRECTION CHANGE
HORIZONTAL BEND
L
i-- Lu
T w
LL
Co
UPPER BEND �o
CL
ANGLE OF 450 �' 0�9� Q
DIRECTION CHANGE W
U)
RUN LOWER BEND Q
a:ANGLE OF 45° Li
z DIRECTION CHANGE
w
J
0
w
Z
CCF -
w O
Z -0—'
�w
z C/)
F -
w
w
LL
0
co
TEE
VERTICAL OFFSET PROFILE
BRANCH
Ld
RUN ~_ �►
NOTES: VALVE
1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL BE
A TOTAL DISTANCE OF 30 FEET (MIN.).
2. PAY ITEM "*" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC.
3. PAY ITEM ""*" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE.
MECHANICAL RESTRAINT DETAILS — II
JANUARY 2017
PLATE W-31 D
NOTE:
JEA STANDARDS AND SPECIFICATIONS ARE BEING UTILIZED FOR THE CITY
OF ATLANTIC BEACH UTILITIES. THEREFORE, SINCE NO STANDARDS AND
DETAILS EXIST FOR ATLANTIC BEACH UTILITIES, ALL REFERENCES TO JEA
SHOULD BE RECOGNIZED TO MEAN CITY OF ATLANTIC BEACH UTILITIES.
XO w DEPTH VARIES
z FULL LENGTH OF PIPE LOCATE WIRE
� w CENTERED AT CROSSING ( EE STING UTILITY PIPE
Z NOTE (SEE NOTE #3)
Z PARATION
RIES (SEE
jjN TES #1 & #2)
PROPOSED WATER MAIN
SIZE & TYPE VARIES
MECHANICAL JOINT 11Y4°,
22Y2° OR 450 (SIZE VARIES)
9' MIN 9' MIN
RESTRAINED JOINT (TYP)
PIPE SIZE AS REQUIRED
THE LENGTH OF THE PIPE TO BE
RESTRAINED ON EACH SIDE OF BEND
SHALL BE IN ACCORDANCE WITH TABLE
FOR MECHANICAL RESTRAINT LENGTHS,
(SEE DETAIL W-31 A&B)
CASE "B" CROSSING
NOTES:
1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS
DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557
2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAILS (W-10 AND W-11)
3. LOCATING WIRE REQUIRED: SEE DETAIL W-44.
4. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREA, 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER
OF 60", UNLESS APPROVED BY JEA. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED AREAS
AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA.
ADJUSTMENT UNDER EXISTING UTILITIES
MECHANICAL RESTRAINTS
JANUARY 2017 PLATE W-34
m�
OO
xZ
�w
ZU)
SEE NOTE #5
9, ' MIN 9' MIN FULL LENGTH OF PIPE CENTERED
��— AT CROSSING, SEE NOTE #1
LOCATE WIRE, SEE NOTE #3
MECHANICAL JOINT 11Y4 22%° OR 450
SEPARATION BENDS (SIZE VARIES)
VARIES (SEE NOT
+ #1 & #2)
TRESTRAINED JOINT (TYP.) EXISTING CONFLICT PIPE
SIZE AS REQUIRED PROPOSED WATER MAIN
SIZE & TYPE VARIES
THE LENGTH OF THE PIPE TO BE RESTRAINED
ON EACH SIDE OF BEND SHALL BE IN
ACCORDANCE WITH RESTRAINT JOINT
SCHEDULE, (SEE DETAIL W -31A OR W-31 B)
CASE "A" CROSSING
NOTES:
1. THE SOILS BETWEEN THE NEW MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS
DETERMINED BY THE LABORATORY MODIFIED PROCTOR TEST, ASTM D 1557.
2. FOR MINIMUM VERTICAL SEPARATION REQUIREMENTS SEE DETAIL (W-10 AND W-11).
3. LOCATING WIRE REQUIRED: SEE DETAIL W-44.
4. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A MAXIMUM COVER
OF 60", UNLESS APPROVED BY JEA. THE COVER FOR PIPING 24" SIZE AND LARGER SHALL BE 36" (MIN) IN PAVED AND UNPAVED AREAS
AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA.
5. IF UTILITY CONFLICT IS LOCATED IN A NON -TRAFFIC AREA (NO TRAFFIC LOADS) AND THE NEW PIPE IS D.I.P., THEN THE MINIMUM COVER
MAY BE REDUCED TO 24 INCHES (ONLY IN THE AREA OF THE CONFLICT).
ADJUSTMENT OVER EXISTING UTILITIES
MECHANICAL RESTRAINTS
JANUARY 2017 PLATE W-32
Ada, sIi,
N1�
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
`+`�1or1utit1►1r„rr
o�O\A E /V I,- */'' t
G E N SF '•�
No. 54666
STATE OF
NALr�++``+�`,,,
r
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO.: 116185
DESIGNED BY : JOHN N EV I N, PE
DRAWN BY: J P M
.
SCALE . AS NOTED
No.
Date
Revision
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
110/10/17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
4
3/13/18
REVISED PER COJ COMMENTS
5
4/20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
CONSTRUCTION
DE' ILS
�d
C3.3
S H E E T
MANHOLE FRAME & COVER
FINISHED GRADE GROUT
12" NOM, 18" MAX
8" 2'-8" DIA
x CONCRETE ADJUSTMENT
RINGS OR BRICKS (TYP)
C? GROUTED IN PLACE
zo
z
0
-r
5" 4'-0" DIA
F-0" DIA PLASTIC JOINT SEALER
6" (SEE NOTE 4) (2 SEALERS PER JOINT)
SLOPE 1/2" z
d z>
PER FT. (TYP) =
N Q N- N
T
SOLID CLASS "C"
CONCRETE W/ SOLID
FILLER BRICKS ONLY /
NOTE:
JEA STANDARDS AND SPE(�IFICATIONS ARE BEING UTILIZED FOR THE CITY
OF ATLANTIC BEACH UTILITIES. THEREFORE, SINCE NO STANDARDS AND
DETAILS EXIST FOR ATLANTIC BEACH UTILITIES, ALL REFERENCES TO JEA
SHOULD BE RECOGNIZED" FO MEAN CITY OF ATLANTIC BEACH UTILITIES.
ALLOWED AS FILLER NO / REFER TO S-15 DETAIL.
RUBBLE, GRADE TO 1/2"
PER FOOT.
r Z
6„ CONSTRUCT SPILLWAY WHERE
INVERT OF UPPER SEWER IS
CD ABOVE MID HEIGHT OF LOWER
SEWER.
LEVELING COURSE, 12" (MIN)
UNDISTURBED SOIL MIN. THICKNESS OF GRANULAR
BEARING CAPACITY: BACKFILL (57 STONE)
2000 LB/SQ FT.
IN UNSUITABLE SOILS,
SECTION VIEW (S — Z OVER -EXCAVATION IS
REQUIRED (SEE NOTE #6).
(FOR PLAN VIEW SEE S-3)
NOTES:
1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M.
C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH
NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL.
2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS
WATERPROOFING MATERIAL.
3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS WATERPROOFING
MATERIAL SHALL BE OMITTED ON THE INSIDE.
4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER.
5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE
(WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17.
6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, OH
AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) ANP BACKFILLED WITH AASHTO
CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.) AND
BACKFILL WITH GRANULAR BACKFILL (57 STONE).
SANITARY SEWER TYPE "A" MANHOLE
8"-21" SEWERS
JANUARY 2017 PLATES S-2, S-3
COVER
13"
1 3/8" 111
HOLE
00
3/8", ti
Ilf 10" ; cr)
10 3/4"
1/2" 13 1/2" }— 1/2—"
CV `
m 1/4" - co
M �
2 3/4" 11 1/2" 2 3/4"
FRAME SECTION A -A
NOTE: 6" WYE
CLEAN OUTS LOCATED IN PEDESTRIAN/SIDEWALK AREAS SHALL HAVE CAPS FINISHED FLUSH WITH GRADE &
BE ADA RATED. CLEANOUTS IN VEHICLE TRAFFIC AREAS SHALL BE FLUSHED WITH GRADE AND H-20 RATED.
CLEANOUT DETAIL
APPLY GROUT TO FILL ANNULAR SPACE
PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD
COMPACTED EARTH (TYP) 24" ROUND PRECAST CONCRETE
PAD 4" THICK (SEE SPEC) SET ON
COMPACTED EARTH, (SEE NOTE# 6)
VALVE BOX ADJUSTMENT (SEE NOTE# 5)
VALVE BOX & COVER (TYP) FINISHED GRADE
PROVIDE BLUE PAINT TO z
THE INSIDE OF THE TOP SECTION a
OF THE BOX (NOTE;*) c° a
6" PVC RISER PIPE N >_ ELECTRONIC LOCATE BALL MARKER
(LENGTH AS REQUIRED) m LOCATED WITHIN 12" FROM
PROVIDE "V" CUT IN TOP OF 6" RISER RISER PIPE (NOTE #10)
PIPE FOR LOCATE WIRE ACCESS GATE VALVE W/ 2" OPERATING
INTO VALVE BOX NUT (NOTE #4)
PLASTIC DEBRIS SHIELD REQUIRED PIPE W/ LOCATING WIRE
ON ALL VALVES 12" AND SMALLER
(SEE NOTE # 9)
RESTRAINED MECHANICAL
JOINT ('TYP) 12" (MIN) LAYER OF #57
STONE (REQUIRED FOR
UNDISTURBED EARTH VALVES 20" AND LARGER,
(NOTE #7)
NOTES:
1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE, CONCRETE
PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE.
2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44).
3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT/( ASPHALT IF NO CURB) TO ALL BELOW GRADE VALVES. THE "V" CUT IS TO
BE PAINTED BLUE WATER/PURPLE RECLAIMED.
4. IN PAVED AREAS, INSTALL_ VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE
VALVE OPERATING NUT. IDUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE BETWEEN
THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE
APPLICABLE) SO THAT ThIE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE.
5. FOR NEW CONSTRUCTIOfV, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE
LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES
WITH A 12" LONG PIG-TAII_ AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT.
6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE AY" HOLE IN
BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES
INSTALLED ON FIRE HYDF3ANT BRANCH LINES.
7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND
PERIMETER, MAY BE USED.
8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE
UP TOY THE OVERALL HEIGHT OF THE VALVE.
9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING NUT.
THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC,
BOXLOK OR APPROVED EQUAL.
10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER
(3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER).
WATER VALVE INSTALLATION DETAIL
JANUARY 2017
PLATE W-18
/- 6" PLUG
MJ TEE, [HYDRANT/ANCHOR TEE SHALL
BE APPROVED BY O&M MANAGER] HYDRANT SUMP (PROVIDE GRAVEL
PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN)
3/4" RODS (24" LONG MIN)
30" MIN.
❑� 6" PIPE 0 co
CV
3/4' RODS ALONG FIRST 15 LF
FROM HYDRANT (NOTE #2)
6" M.J. GATE VALVE (RESTRAINTS REQ.) I . 2'-8" �I
POSITIONED NEAREST TEE FITTING 1
MECHANICAL RESTRAINT REQUIRED (TYP)
WATER MAIN
PLAN
PROVIDE RAISED PAVEMENT MARKER
(SEE NOTE #6)
3 -WAY FIRE HYDRANT PUMPER NOZZLE
TO FACE q OF PAVEMENT
(SEE NOTES #3 & #4) x
Q
WATER VALVE BOX
4' DIA REINFORCED
Date
2
(COVER PAINTED YELLOW)
CONCRETE MANHOLE-
REVISED SCHEMATIC
(TYP)
0
i
PVC SAND SLEEVE, FILL
LOCATED (1 "MIN.) ABOVE
LL
INTERIOR VOID AREAS WITH
FINISHED GRADE
o -o GRADE
NON -SHRINK GROUT (TYP)
CUTOFF PIPE
7/
LOCATE WIRE IF REQUIRED
AT WALL LINE (TYP)
INFLUENT SEWER PIPE
(SEE NOTE #1)
LEAVE DRAIN
(SEE NOTE #1)
6,. (TYP.)
HOLES OPEN
w w
o w
(NOTE #1)
REVISED PER COJ COMMENTS
FLOW
LEVELING COURSE, 12" (MIN.)
O 0
4/20/18
0
THICKNESS OF GRANULAR
REVISED PER COAB REVIEW
o
BACKFILL (#57 STONE)
0
SOLID CLASS "C"
s
CONCRETE TO FORM
CONCRETE, SOLID FILLER
O
EASY FLOW CURVES
BRICKS ONLY ALLOWED AS
LL
FILLER, NO RUBBLE. GRADE
TO 1/2" PER FOOT.
NOTES:
1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS
AND EFFLUENT PIPE
SHALL BE BETWEEN 90" - 1800 UNLESS OTHERWISE APPROVED BY JEA.
PLAN
VIEW (
(FOR SECTION VIEW SEE S-2)
MANHOLE FRAME & COVER
FINISHED GRADE GROUT
12" NOM, 18" MAX
8" 2'-8" DIA
x CONCRETE ADJUSTMENT
RINGS OR BRICKS (TYP)
C? GROUTED IN PLACE
zo
z
0
-r
5" 4'-0" DIA
F-0" DIA PLASTIC JOINT SEALER
6" (SEE NOTE 4) (2 SEALERS PER JOINT)
SLOPE 1/2" z
d z>
PER FT. (TYP) =
N Q N- N
T
SOLID CLASS "C"
CONCRETE W/ SOLID
FILLER BRICKS ONLY /
NOTE:
JEA STANDARDS AND SPE(�IFICATIONS ARE BEING UTILIZED FOR THE CITY
OF ATLANTIC BEACH UTILITIES. THEREFORE, SINCE NO STANDARDS AND
DETAILS EXIST FOR ATLANTIC BEACH UTILITIES, ALL REFERENCES TO JEA
SHOULD BE RECOGNIZED" FO MEAN CITY OF ATLANTIC BEACH UTILITIES.
ALLOWED AS FILLER NO / REFER TO S-15 DETAIL.
RUBBLE, GRADE TO 1/2"
PER FOOT.
r Z
6„ CONSTRUCT SPILLWAY WHERE
INVERT OF UPPER SEWER IS
CD ABOVE MID HEIGHT OF LOWER
SEWER.
LEVELING COURSE, 12" (MIN)
UNDISTURBED SOIL MIN. THICKNESS OF GRANULAR
BEARING CAPACITY: BACKFILL (57 STONE)
2000 LB/SQ FT.
IN UNSUITABLE SOILS,
SECTION VIEW (S — Z OVER -EXCAVATION IS
REQUIRED (SEE NOTE #6).
(FOR PLAN VIEW SEE S-3)
NOTES:
1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M.
C-478 WITH 4000 LB. CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH
NON -SHRINK GROUT AND COATED WITH BITUMINOUS WATERPROOFING MATERIAL.
2. THE INTERIOR AND EXTERIOR OF MANHOLE AND ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS
WATERPROOFING MATERIAL.
3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS WATERPROOFING
MATERIAL SHALL BE OMITTED ON THE INSIDE.
4. JUNCTION MANHOLE (CLOSEST TO WETWELL) SHALL BE 5' DIA WITH SPECIALTY LINER.
5. ALL MANHOLE JOINTS BELOW THE TOP COVER SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE
(WITH PRIMER). TAPE ON THE CONE SECTION IS OPTIONAL. SEE PLATE S-17.
6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, OH
AND PT) THE SOILS SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) ANP BACKFILLED WITH AASHTO
CLASS A-3 SOIL (COMPACTED TO 98%, ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.) AND
BACKFILL WITH GRANULAR BACKFILL (57 STONE).
SANITARY SEWER TYPE "A" MANHOLE
8"-21" SEWERS
JANUARY 2017 PLATES S-2, S-3
COVER
13"
1 3/8" 111
HOLE
00
3/8", ti
Ilf 10" ; cr)
10 3/4"
1/2" 13 1/2" }— 1/2—"
CV `
m 1/4" - co
M �
2 3/4" 11 1/2" 2 3/4"
FRAME SECTION A -A
NOTE: 6" WYE
CLEAN OUTS LOCATED IN PEDESTRIAN/SIDEWALK AREAS SHALL HAVE CAPS FINISHED FLUSH WITH GRADE &
BE ADA RATED. CLEANOUTS IN VEHICLE TRAFFIC AREAS SHALL BE FLUSHED WITH GRADE AND H-20 RATED.
CLEANOUT DETAIL
APPLY GROUT TO FILL ANNULAR SPACE
PAINT COVER AND INSIDE OF BOX BLUE BETWEEN VALVE BOX AND CONCRETE PAD
COMPACTED EARTH (TYP) 24" ROUND PRECAST CONCRETE
PAD 4" THICK (SEE SPEC) SET ON
COMPACTED EARTH, (SEE NOTE# 6)
VALVE BOX ADJUSTMENT (SEE NOTE# 5)
VALVE BOX & COVER (TYP) FINISHED GRADE
PROVIDE BLUE PAINT TO z
THE INSIDE OF THE TOP SECTION a
OF THE BOX (NOTE;*) c° a
6" PVC RISER PIPE N >_ ELECTRONIC LOCATE BALL MARKER
(LENGTH AS REQUIRED) m LOCATED WITHIN 12" FROM
PROVIDE "V" CUT IN TOP OF 6" RISER RISER PIPE (NOTE #10)
PIPE FOR LOCATE WIRE ACCESS GATE VALVE W/ 2" OPERATING
INTO VALVE BOX NUT (NOTE #4)
PLASTIC DEBRIS SHIELD REQUIRED PIPE W/ LOCATING WIRE
ON ALL VALVES 12" AND SMALLER
(SEE NOTE # 9)
RESTRAINED MECHANICAL
JOINT ('TYP) 12" (MIN) LAYER OF #57
STONE (REQUIRED FOR
UNDISTURBED EARTH VALVES 20" AND LARGER,
(NOTE #7)
NOTES:
1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH GRADE, CONCRETE
PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED OTHERWISE.
2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAILW-44).
3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT/( ASPHALT IF NO CURB) TO ALL BELOW GRADE VALVES. THE "V" CUT IS TO
BE PAINTED BLUE WATER/PURPLE RECLAIMED.
4. IN PAVED AREAS, INSTALL_ VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND THE TOP OF THE
VALVE OPERATING NUT. IDUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A 6" MINIMUM DISTANCE BETWEEN
THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE
APPLICABLE) SO THAT ThIE OPERATING NUT WILL BE NO MORE THAN 30 INCHES BELOW FINISHED GRADE.
5. FOR NEW CONSTRUCTIOfV, THE VALVE BOX SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX ADJUSTMENTS. ROUTE
LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE ACCESS INTO VALVE BOX. THE LOCATE WIRES
WITH A 12" LONG PIG-TAII_ AT THE TOP SHALL BE CONNECTED TOGETHER WITH A WIRE NUT.
6. BRASS IDENTIFICATION TAG INDICATING "WATER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE. PROVIDE AY" HOLE IN
BRASS TAG AND ATTACH TAG (TWIST WIRE AROUND TAG) TO THE END OF THE LOCATE WIRE. TAGS ARE NOT REQUIRED ON VALVES
INSTALLED ON FIRE HYDF3ANT BRANCH LINES.
7. IN LIEU OF PRECAST CONCRETE PAD, A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR AROUND
PERIMETER, MAY BE USED.
8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12" UNDER THE VALVE
UP TOY THE OVERALL HEIGHT OF THE VALVE.
9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE OPERATING NUT.
THIS SHIELD SHALL CENTER THE RISER PIPE BOX OVER THE OPERATING NUT AND MINIMIZE INFILTRATION. SHIELD SHALL BE BY AFC,
BOXLOK OR APPROVED EQUAL.
10. ALL VALVES SHALL BE INSTALLED WITH AN ELECTRIC LOCATE MARKER. MARKER SHALL BE 4" DIA. COLOR CODED BALL MARKER
(3M-1403XR FOR WATER AND 1408XR FOR RECLAIMED WATER).
WATER VALVE INSTALLATION DETAIL
JANUARY 2017
PLATE W-18
/- 6" PLUG
MJ TEE, [HYDRANT/ANCHOR TEE SHALL
BE APPROVED BY O&M MANAGER] HYDRANT SUMP (PROVIDE GRAVEL
PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN)
3/4" RODS (24" LONG MIN)
30" MIN.
❑� 6" PIPE 0 co
CV
3/4' RODS ALONG FIRST 15 LF
FROM HYDRANT (NOTE #2)
6" M.J. GATE VALVE (RESTRAINTS REQ.) I . 2'-8" �I
POSITIONED NEAREST TEE FITTING 1
MECHANICAL RESTRAINT REQUIRED (TYP)
WATER MAIN
PLAN
PROVIDE RAISED PAVEMENT MARKER
(SEE NOTE #6)
3 -WAY FIRE HYDRANT PUMPER NOZZLE
TO FACE q OF PAVEMENT
(SEE NOTES #3 & #4) x
Q
WATER VALVE BOX
Date
2
(COVER PAINTED YELLOW)
7/24/17
REVISED SCHEMATIC
BREAKABLE FLANGE
z_
LOCATED (1 "MIN.) ABOVE
2 FINISHED
FINISHED GRADE
o -o GRADE
LOCATE WIRE IF REQUIRED
2/9/18
Uj
(SEE NOTE #1)
LEAVE DRAIN
~
CL Z
BARE WIRE DEAD-END
HOLES OPEN
w w
o w
(NOTE #1)
REVISED PER COJ COMMENTS
D w
O 0
4/20/18
0
Ir
REVISED PER COAB REVIEW
o
>
0
Cv
PROVIDE FILTER FABRIC (MARAFI 700X, 140'S HYDRANT SUMP
OR EQUAL) TO TOP AND ALL 4 SIDES. 2'-811
SECTION
NOTES:
1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, THE
WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE. THE END OF THE WIRE SHALL BE SECURED TO
THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH.
2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH AREAS.
THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN COMPLIANCE
WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING AGENCIES. DISTANCE
SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT (I.E. THE PUMPER NOZZLE). THE MAXIMUM DISTANCE (BACK
OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA. FOR OTHER
LOCATION LIMITATIONS SEE PLATES W-10 AND W-11. IF PIPING BETWEEN TEE AND HYDRANT IS LONGER THAN 80 LF, AN
ADDITIONAL 6" GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION (PROVIDE 30" SEPARATION). ALL PIPING, VALVES AND
FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY
TWO 3/4" DIA (THREADED ENDS) STEEL RODS AND EYE BOLTS (NO JOINT RESTRAINT DEVICES REQUIRED). A SPLIT SERRATED
RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL) MAYBE USED IN THIS ASSEMBLY. ALL OTHER JOINTS ALONG THE HYDRANT
BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS.
3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION. THE HYDRANT
SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW.
4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE -OILED, GREASED AND
REPAINTED (RUS- KIL ENAMEL -INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS SHALL
BE PAINTED RED.
5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER "BURY DEPTH" TO MEET ACTUAL FIELD CONDITIONS. THIS IS ESPECIALLY
IMPORTANT FOR BRANCH LINES WHICH TEE -OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA, THE
INSTALLATION OF (45°) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT. THE
USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED.
6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS
PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN
THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT.
FIRE HYDRANT INSTALLATION
USING MECHANICAL JOINT TEE
JANUARY 2017 PLATE W-13
n
GNA
Goodson Navin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
,+, A ENr,��''��i
No. 54666
-'GSTATE OF : �Q�
'••• i
P
•F4 O R X V. •�G?�O
/ONAL����+`
r �
4
O
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
IIS �-� � t • ` � � ;
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO.: 1 16185
DESIGNED BY: JOHN N E V I N, PE
DRAWN BY: J P M
SCALE : AS NOTED
No.
Date
Revision
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2_10/10/17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
4
3/13/18
REVISED PER COJ COMMENTS
5
4/20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
CONSTRUCTION
DEQ% S
C3.4
S H E E T