10-02-15 Gate Gas Station 535 Atlantic Blvd.Part 3PLAIN END P.V.C.
.=-
VC PIPE RESTRAINT NOTPm.
HORIZONTAL BENDS
VERTICAL OFFSETS
45° BENDS
(SEE NOTE 4)
1. THIS SCHEDULE SHA
BE UTILIZED ON ALL WATER, SEWER FORCE MAIN OR
RECLAIMED WATERS
TEMS. ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS
INDICATED ON THE A
VE SCHEDULE, AT A MINIMUM,
2. ASSUMPTIONS: PVC F
E, SAFETY FACTOR=1.5, TEST PRESSURE=150PS1, SOIL=GM OR
SM, TRENCH TYPE'S,
PTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE
OR 36 INCHES FOR 2
ND LARGER PIPE SIZE.
3. BENDS AND VALVES:
HALL BE RESTRAINED ON EACH SIDE OF FITTING.
4. VERTICAL OFFSETS:
E APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET
COVER ON BOTTOM. I
R THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE
UPPER (TOP) LEVEL. I '
S THE RESTRAINED LENGTH FOR THE LOWER (DEEPER)
LEVEL. ASSUME 45 D
zREEBENDS.
5. TEES: TOTAL LENGT
ETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER
SIDE OF TEE (RUN) SLL
BE A TOTAL DISTANCE OF 30 FEET (MIN). SEE SCHEDULE
ABOVE FOR RESTRAI
LENGTH ON TEE "BRANCH" LINE.
6. HDPE TO PVC TRANS I
IONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT (MIN).
7. THE INSTALLATION O q''13ELL
HARNESS RESTRAINTS AT PVC JOINTS (DR -18 & 25 PIPE)
SHALL BE COMPLETE
PER THE MANUFACTURERS RECOMMENDATION, WHICH
INCLUDES NOT OVER
GHTENING THE PARALLEL RODS/NUTS. THESE NUTS SHOULD
ONLY BE SNUG TIGH1
HE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE
AFTER THE RESTRAIr
IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE
AT THE BELL RESIT
IN A SERVICE OUTAGE.
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
90°
BENDS
L (FT.)
45°
BENDS
L (FT.)
22.5°
BENDS
L (FT.)
11.25°
BENDS
L (FT.)
UPPER
LOWER
L (FT.)
L (FT.)
L (FT.)
4
20
8
4
2
20
3
50
6
28
10
5
2
28
4
20
8
36
14
6
3
36
5
90
10
40
18
8
4
45
6
110
12
50
20
9
4
52
8
120
14
56
23
10
5
60
9
140
16
60
26
11
6
67
10
160
18
69
29
12
6
74
12
180
20
75
32
13
7
80
13
195
24
76
33
15
7
81
14
200
30
88
36
18
9
97
16
235
36
100
40
20
10
110
20
270
42
115
48
23
11
125
24
300
48
125
52
25
12
140 1
30
340
PVC PIPE RESTRAINT JOINT SCHEDULE
JANUARY 2015
0
TEE BOLT TEE BOLT
KR
PI PLAIN END P.V.C.
BELL Jt. P_V.0NG M.J. D.I. FITTINGS
RESTRAINED BELL JOINT
REQUIRED
RING RESTRAINED MECHANICAL JOINT
!i
TYPICAL PROFILE
GENERAL NOTE:
0 TYPICAL PROFILE
BELL JOINT TO PLAIN END
TER MAIN -
MECHANICAL JOINT TO PLAIN ENC
W/MECHANICAL RESTRAINERS
I
SECTION W/MECHANICAL RESTRAINERS
L
14" - 16" li
1
REDUCER
MECHANICAL JOINT SLEEVES
NO. OF TIE RO
REQUIRED
F1
TIE RODS
GENERAL NOTE:
i
3" - 8" DI
TER MAIN -
2 TIE RODS REQUIRED PER JOINT (3/4" ROD)
Ta 10" - 12"
I
TER MAIN -
4 TIE RODS REQUIRED PER JOINT (3/4" ROD)
14" - 16" li
1
TER MAIN -
6 TIE RODS REQUIRED PER JOINT (3/4" ROD)
~ 18" - 20" 1
ETER MAIN -
8 TIE RODS REQUIRED PER JOINT (3/4" ROD)
24" DI
ETER MAIN -
12 TIE RODS REQUIRED PER JOINT (3/4" ROD)
* 30" - 36" DI
TER MAIN -
14 TIE RODS REQUIRED PER JOINT (1" ROD)
42" - 48" pl
ETER MAIN -
16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)
54" DI
ETER MAIN -
18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)
DEA
- END THRUST COLLAR ANCHOR
TO BE USE
STEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL) SIZE
AS PER
RUST BLOCK DETAIL (W-38). SEE DETAILS W-36 & W-37.
PLATE W -31A
REDUCERS
F1
HYDRANT LATERAL
GENERAL NOTE:
i
1. PAY ITEM " " DENOTES A RESTRAINT WHIC
S PAID FOR ON A PER EACH BASIS.
2. PAY ITEM " " " DENOTES A RESTRAINT WHI
IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE.
3. mmmu► INDICATES DIRECTION OF THRUST
RCE.
M ECHAN 1 6
RESTRAINT DETAILS - I
JANUARY 2015
6
PLATE W -31C
PLATE W -31A
TEES
REDUCERS
RUN
SIZE
(IN.)
L (FT.)
SIZE
6x4
8x6
8x4
35
35
65
(IN.)
(IN.)
10x8 35
4
4
10x6
65
6
10
12x10
35
F.O.
8
12x8 65
30
10
16x12
65
10
10
16x10
20x18
95
35
8
14
20x16 65
6 < LESS
F.Q.
20x12
120
65
35
24x20 65
24x18 95
35
4
24x16
120
16
16
30x24
30x20
80
150
12
40
3600
36x24
42x36
42x30
80
150
80
150
F.O.
20
48x42
48x36
80
150
9
TEES
SEE NOTE 5
RUN
BRANCH
BENDS
L (FT.)
SIZE
SIZE
11.25°
BENDS
L (FT.)
(IN.)
(IN.)
L (FT.)
4
4
F.O.
4
6
10
2
4 < LESS
F.O.
8
8
30
10
6 < LESS
F.O.
10
10
48
8
8
14
6
6 < LESS
F.Q.
12
12
65
35
10
35
4
8 < LESS
F.O.
16
16
100
16
12
40
31
10 < LESS
F.O.
20
20
130
9
16
80
7
12 < LESS
F.O.
24
24
130
5
20
90
95
16
40
24
12 < LESS
F.O.
30
30
140
20
24
80
13
20
50
10
16 < LESS
F.O.
36
36
180
6
30
120
111
24
50
30
20 < LESS
F.O.
42
42
220
36
36
160
18
30
80
17
24
40
93
20 < LESS
F.Q.
48
48
250
176
42
180
43
36
90
82
30
40
24 < LESS
F.O.
F.O. = FITTING ONLY
'-ANGLE OF DIRECTION CHANGE
HORIZONTAL BEND
L
DEAD END
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. VV/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).
Lu
Lu
co
S
UPPER BEND o
ANGLE OF 45° T9� Q
DIRECTION CHANGE Q
w
2
LOWER BEND QI
ANGLE OF 45° Li
z DIRECTION CHANGE
W VERTICAL OFFSET PROFILE
w
0
z
< LLJ
uui o ��� BRANCH
w --
w
zW
� L
L L
w
`D
0 TEE
r>
g
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 2015
PLATE W-31 D
LENGTH (L) TO BE RESTRAINED
(SEE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS)
NOMINAL
PIPE90°
SIZE
(IN.)
HORIZONTAL BENDS
VERTICAL OFFSETS
45° BENDS
(SEE NOTE 4)
VALVES
OR
DEAD
ENDS
BENDS
L (FT.)
45°
BENDS
L (FT.)
22.5°
BENDS
L (FT.)
11.25°
BENDS
L (FT.)
UPPER
LOWER
L (FT.)
L (FT.)
L (FT.)
4
18
6
4
2
12
2
30
6
22
10
5
2
17
3
40
8
30
13
6
3
22
4
50
10
35
14
7
4
26
5
64
12
42
16
8
4
31
6
75
14
46
20
9
5
35
7
85
16
53
22
11
5
40
8
95
18
57
24
12
6
44
9
105
20
62
26
13
6
48
10
110
24
64
27
14
6
50
11
111
30
73
30
15
7
57
13
137
36
85
34
18
8
66
17
159
42
93
38
20
9
75
20
176
48
102 1
43
22
10
82
22
198
DUCTILE IRON PIPE RESTRAINT JOINT SCHEDULE
JANUARY 2015
PLATE W-31 B
REDUCERS
SIZE
(IN.) L (FT.)
6x4 20
8x6 20
8x4 40
10x8 20
10x6 40
12x10 20
12x8 40
16x12 40
16x10 57
20x18 20
20x16 40
20x12 73
24x20 40
24x18 50
24x16 60
30x24 50
30x20 76
36x30 50
36x24 88
42x36 40
42x30 88
48x42 40
48x36 88
TEE
SEE NOTE 5
RUN
BRANCH
SIZE
SIZE
(IN.)
(IN.)
L (FT.)
4
4
F.O.
4
6
6
4 < LESS
F.O.
8
8
18
6 < LESS
F.O.
10
10
27
8
8
6 < LESS
F.O.
12
12
38
10
20
8 < LESS
F.O.
16
16
60
12
20
10 < LESS
F.O.
20
20
78
16
40
12 < LESS
F.O.
24
24
76
20
53
16
20
12 < LESS
F.O.
30
30
99
24
60
20
37
16 < LESS
F.O.
36
36
118
30
88
24
52
20
37
16 < LESS
F.O.
42
42
138
36
110
30
78
24
37
20 < LESS
F.O.
48
48
154
42
132
36
99
30
59
24 < LESS I
F.O.
F.O. = FITTING ONLY
CDN _.
JEA AVAIL.
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N0. Date Revision
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CONSTRUCTION UNLESS SO NOTED
ABOVE
SHEET TITLE
JEA--
WATER (MAIN
DETAILS
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DEAD END
PLUGGED
FUTURE WATER METER BOX;
(RELOCATE AS NEEDED)
FINISHED GRADE
1" POLY SERVICE PIPE
1" SERVICE SADDLE
W/ CORP
TEMPORARY 1" SAMPLE VALVE,
,,,--TEMPORARY
sMOUNTED TO WOOD POST WATER TO
FLOW STRAIGHT DOWN (NOT ANGLE)
z (TO BE REMOVED)
0
TEMPORARY 4x4 POST
(TO BE REMOVED)
WATER MAIN W/ LOCATE WIRE
TEMPORARY SAMPL I TAP UTILIZING A NEW 1" WATER SERVICE
SMOOTH NOSE BIBB (1/2" MIN),
WATER TO FLOW STRAIGHT DOWN
(TO BE REMOVED)
45° ELBOW & NIPPLES (1/2" MIN
GALVANIZED) (TO BE REMOVED)
PLUG (TO BE REMOVED)
Z
FINISHED GRADE
o
M
WATER MAIN W/ LOCATE WIRE
MECHANICAL RESTRAINT (TYP)
45° BEND (TO BE REMOVED)
TEMPORARY SAMF TAP UTILIZING PLUG AT FLUSHING LOCATION
NOTES::
1. LOCATION OF SAMPLE POINT BIBIB ALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROAD SHOULDERS.
2. THE CONTRACTOR SHALL BE RESP 14SIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING & FITTINGS (AS NOTED)
AFTER BACTERIOLOGICAL CLEARAI GE IS RECEIVED.
3. THE CONTRACTOR SHALL UTILIZE ABOVE ALTERNATIVE METHODS FOR CONSTRUCTION OF TEMPORARY
SAMPLE POINTS IN ALL AREAS, WH F E POSSIBLE.
4. THE CONTRACTOR SHALL COMPLY ITH ALL JEA RULES AND POLICIES AS OUTLINED BY THE JEA'S ENVIRONMENTAL
RESPONSE COORDINATOR (ERC) AlOTHER ASSOCIATED JEA STANDARDS.
TEMPORARY SA
LE TAP ALTERNATIVE METHODS
JANUARY 2015 I r PLATE W-24
A LOC E WIRE SHALL BE PLACED ON SERVICES 10FT OR GREATER.
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mill
JANUARY 2015 PLATE W-44
BRANCH VALVE BOX OR LOCATE
BOX REQUIRED (SEE NOTE #1)
6" PVC PIPE RISER --��
LOCATING WIRE
10' MAX
SPACING
SECURE WIRE TO PIPE WITH
DUCT TAPE C)R ZIPPER
BOX ACCESS (SEE NOTE #2)
"V" CUT IN 6" PVC PIPE RISER
r --LOCATING WIRE PARALLEL TO MAIN
WATER MAIN
TYPE PLASTIC TIE STRAPS VI TEE OR SADDLE
4" AND LARGER BRANCH MAIN
_ BRANCH FORCE MAIN
(2" AND LARGER WATER MAIN OR 3" AND
LARGER WATER SERVICE PIPE)
BOLT LOCATING WIRE TO VALVE
BOX & PIGTAIL END (12" LONG)
FILL
METER
LOCATING WIRE
�a.,1� .
DUCT TAPE OR ZIPPER
TYPE PLASTIC TIE STRAPS.
CONNECTION AT LARGE METER BOX
(3" OR LARGER SERVICE)
NOTES:
1. NOTE THAT THE BRANCH WIRE is NOT CONNECTED TO THE MAIN WIRE.
2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE SECTION (SEE W-18).
LOCATE WIRE FOR BRANCH MAIN
JANUARY 2015
PLATE W -44A
MECHANICAL JOINT TEE
ROUTE LOCATE WIRE IN —�
VALVE BOX (SEE S-49) 1
MECHANICAL JOINT VALVE
STUB OUT LENGTH SHALL
BE 20 L.F.(MIN.) WITH
JOINT RESTRAINTS
THREADED STEEL ROD
W/NUT & LOCK
WASHERS (TYP)
(LENGTH AS REQUIRED)
PLUG ANCHOR STRAP
LOCATE WIRE (TO BOX)
PIPE
THREADED STEEL ROD W/NUTS &
WASHERS (TYP) LENGTH AS REQUIRED
MECHANICAL JOINT TEE
90° THREADED
w
EYE BOLTS W/NUTS
g
WATER MAIN
CQ
<WATER
SOCKET CLAMP WITH SOCKET CLAMP
WASHERS (TYP.)
�-
MECHANICAL JOINT PLUG
10' MAX
LLj
475' MAX
475' MAX
�
a.
Q
6
U
V)
(NOTE 4) —'�
(NOTE 4)
DUCT TAPE OR ZIPPER
0
Z
TYPE PLASTIC TIES
w LO
Uj
Z
LOCATE WIRE SYSTEM
NOTES:
co
1. LOCATING WIRE TO BE INSTALLED IN EIT I HE
THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE IRON OR PVC (PRESSURE
MAINS). LOCATE WIRE SHALL ALSO BE INS
LED ON ALL (HDPE) POLY MAIN PIPING (1:00 OR 11:00 POSITION, IF POSSIBLE).
2. SECURE LOCATING WIRE TO PVC & D.I.P.
ER MAIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A
MAXIMUM DISTANCE OF TEN (10') AND AT
E
H SIDE OF BELL JOINT OR FITTING.
3. THE ENTIRE LOCATING SYSTEM SHALL BE
BJECTED TO TESTING TO DETERMINE ITS RELIABILITY. WHERE INSTALLED UNDER
PAVEMENT AREAS, TESTING SHALL BE DO
I i
PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESS APPROVED OTHERWISE BY JEA.
4. LOCATING WIRE SHALL TERMINATE WITH!
N ACTIVE VALVE BOX ( WITH A VALVE) OR A METER BOX (IF NO VALVE) AT 475'
INTERVALS. SEE DETAIL PLATE W -44B. WIR
ONNECTIONS BELOW GROUND (OUTSIDE OF A BOX) SHALL BE AVOIDED.
5. REFER TO SECTION 350 FOR LOCATE WIRE
PECIFICATiONS.
6. "x" INDICATES THAT THE WIRES ARE CONI ECTED
TOGETHER.
7. "@" INDICATES A WIRE PIG -TAIL (12" LONG
8. FOR FIRE HYDRANT LOCATE WIRE REQUIR
ENTS AND EXCLUSIONS, SEE PLATES W-12,13 AND 14.
1
9. AN "LW" CUT SHALL BE CARVED IN THE CO,RETE
CURB AND PAINTED AT ALL LOCATE WIRE BOXES.
LOCATE WIR011
CONSTRUCTION FOR WATER
MAINS
mill
JANUARY 2015 PLATE W-44
BRANCH VALVE BOX OR LOCATE
BOX REQUIRED (SEE NOTE #1)
6" PVC PIPE RISER --��
LOCATING WIRE
10' MAX
SPACING
SECURE WIRE TO PIPE WITH
DUCT TAPE C)R ZIPPER
BOX ACCESS (SEE NOTE #2)
"V" CUT IN 6" PVC PIPE RISER
r --LOCATING WIRE PARALLEL TO MAIN
WATER MAIN
TYPE PLASTIC TIE STRAPS VI TEE OR SADDLE
4" AND LARGER BRANCH MAIN
_ BRANCH FORCE MAIN
(2" AND LARGER WATER MAIN OR 3" AND
LARGER WATER SERVICE PIPE)
BOLT LOCATING WIRE TO VALVE
BOX & PIGTAIL END (12" LONG)
FILL
METER
LOCATING WIRE
�a.,1� .
DUCT TAPE OR ZIPPER
TYPE PLASTIC TIE STRAPS.
CONNECTION AT LARGE METER BOX
(3" OR LARGER SERVICE)
NOTES:
1. NOTE THAT THE BRANCH WIRE is NOT CONNECTED TO THE MAIN WIRE.
2. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE SECTION (SEE W-18).
LOCATE WIRE FOR BRANCH MAIN
JANUARY 2015
PLATE W -44A
MECHANICAL JOINT TEE
ROUTE LOCATE WIRE IN —�
VALVE BOX (SEE S-49) 1
MECHANICAL JOINT VALVE
STUB OUT LENGTH SHALL
BE 20 L.F.(MIN.) WITH
JOINT RESTRAINTS
THREADED STEEL ROD
W/NUT & LOCK
WASHERS (TYP)
(LENGTH AS REQUIRED)
PLUG ANCHOR STRAP
LOCATE WIRE (TO BOX)
PIPE
THREADED STEEL ROD W/NUTS &
WASHERS (TYP) LENGTH AS REQUIRED
MECHANICAL JOINT TEE
(SEE NOTE #2) A -� A
PLAN
156 01
SECTION "A -A"
NOTES:
1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAY BE USED.
2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION.
3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS:
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)
4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE. THE STUB OUT SHALL
EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET (MIN.) WHERE POSSIBLE.
PLUGGED DEAD END USING
MECHANICAL RESTRAINTS
JANUARY 2015
PLATE W-37
CONNECT WIRE TOGETHER -
WITH ELECTRICAL WIRE NUT.
PROVIDE 12" PIG TAIL
VALVE BOX
DUCT TAPE OR ZIPPER TYPE
PLASTIC TIE STRAPS --\
BOX ACCESS (SEE NOTE #1)
LOCATE WIRE
WATER MAIN
LOCATE WIRE BOX UTILIZING VALVE BOX
INSTALL CO -POLYMER METER BOX WITH
HEAVY-DUTY IRON LID (PAINT TOP OF LID)
(POSITION BOX PARALLEL WITH MAIN)
PROVIDE 3" THICK
GRAVEL BOTTOM
2" PVC RISER PIPE
DUCT TAPE OR ZIPPER TYPE
PLASTIC TIE STRAPS
CONNECT WIRES TOGETHER WITH
ELECTRICAL WIRE NUT. (PROVIDE
12" LONG PIGTAIL ENDS)
LOCATING WIRE (ROUTED IN PIPE)
WATER MAIN
LOCATE WIRE BOX UTILIZING METER BOX
NOTES:
1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE (SEE W-18).
LOCATE WIRE BOX
JANUARY 2015
PLATE W -44B
90° THREADED
w
EYE BOLTS W/NUTS
g
PIPE BELL RESTRAINT
CQ
<WATER
SOCKET CLAMP WITH SOCKET CLAMP
WASHERS (TYP.)
�-
MECHANICAL JOINT PLUG
(SEE NOTE #2) A -� A
PLAN
156 01
SECTION "A -A"
NOTES:
1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAY BE USED.
2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION.
3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS:
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)
4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE. THE STUB OUT SHALL
EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET (MIN.) WHERE POSSIBLE.
PLUGGED DEAD END USING
MECHANICAL RESTRAINTS
JANUARY 2015
PLATE W-37
CONNECT WIRE TOGETHER -
WITH ELECTRICAL WIRE NUT.
PROVIDE 12" PIG TAIL
VALVE BOX
DUCT TAPE OR ZIPPER TYPE
PLASTIC TIE STRAPS --\
BOX ACCESS (SEE NOTE #1)
LOCATE WIRE
WATER MAIN
LOCATE WIRE BOX UTILIZING VALVE BOX
INSTALL CO -POLYMER METER BOX WITH
HEAVY-DUTY IRON LID (PAINT TOP OF LID)
(POSITION BOX PARALLEL WITH MAIN)
PROVIDE 3" THICK
GRAVEL BOTTOM
2" PVC RISER PIPE
DUCT TAPE OR ZIPPER TYPE
PLASTIC TIE STRAPS
CONNECT WIRES TOGETHER WITH
ELECTRICAL WIRE NUT. (PROVIDE
12" LONG PIGTAIL ENDS)
LOCATING WIRE (ROUTED IN PIPE)
WATER MAIN
LOCATE WIRE BOX UTILIZING METER BOX
NOTES:
1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE (SEE W-18).
LOCATE WIRE BOX
JANUARY 2015
PLATE W -44B
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www.prosserinc.corn
Florida Certificate of Authorization
Number: 00004050
AUTOMOBILE SERVICE
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13901 Sutton Park Drive South, Suite 200
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Fax 904.730. 3413
www.prosserinc.corn
Florida Certificate of Authorization
Number: 00004050
AUTOMOBILE SERVICE
STATION W/ MINOR
AUTOMOTIVE
SERVICE
DATE : JULY, 2015
pRojECT Np, : 114001.01
DESK"M BY : J B D
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4' DIA REINFORCED REFER TO S-15 DETAIL.
CONCRETE MANHOLE
(TYP) 0 REFER TO S-15 DETAIL. INSIDE DROP FOR 8" CUT OFF PIPE 0
HIGH -LINE (NOTE 2) AT WALL LINE (TYP) INFLUENT SEWER U -
REFER TO S-15 DETAIL. PIPE WITH OUTSIDE,n
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D INFLUENT SEWER
(SEE NOTE #1) ) f,
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FLOW 8" OR 10" GRAVITY INFLUENT 0
.... 6„ (TYP.) �:
OGy SEWER PIPE (SEE NOTE: 1)
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AT WALL LIN (TYP) _
F� LOW INTERIOR 6 a
EXTEND PIPE 2" BE CUT OFF PIPE
" .. L
WALL
E" (TYP.) I
LEVELING COURSE, 12" (MIN.)
THICKNESS OF GRANULAR LEVELING COURSE 12" (MIN. �� DROP BOWL (2 MAX PER M/H) SEAL BOWL TO �O� (o
BACKFILL (#57 STONE) THICKNESS OF GRANULAR R" , WALL W/ 3M SERIES 5200 MARINE CAULK &
p °
3
:. BACKFILL (#57 STONE) «`` SECURE W/ 4(MIN,) 3/8" x 1-1/2" 304L S/S
BOL ANCHOR & WASHER 4' DIA REINFORCED
CONCRETE TO FORM > T, CONCRETE MANHOLE
SOLID CLASS "C"
PVC
PVC 90° ELBOW LONG
CONCRETE, SOLID FILLER O EASY FLOW CURVES (TYP) 1'-6"
BRICKS ONLY ALLOWED AS <v (SPIGOT &GASKET) � - ~"
LEVELING COURSE 12" MIN.
FILLER, NO RUBBLE. SOLID CLASS "C" JO <vo NOTES: SOLID CLASS "C" THICKNESS OF GRANULAR }
GRADE TO 1/2" PER FOOT. CONCRETE, SOLID FILLER U- CONCRETE, SOLID FILLER p
BRICKS ONLY ALLOWED AS BRICKS ONLY ALLOWED AS u_.
BACKFILL (#57 STONE)
1. THE ANGLE BETWEEN ALL INFLUENT FLOW
NOTES: � FILLER, NO RUBBLE. FILLER, NO RUBBLE.
CHANNELS AND EFFLUENT PIPE SHALL BE 90° OR GRADE TO 1/2" PER FOOT.
GRADE TO 1/2" PER FOOT. GREATER UNLESS APPROVED OTHERWISE BY JEA, CONCRETE TO FORM
1. THE ANGLE BETWEEN ALL INFLUE T OW CHANNELS AND EFFLUENT PIPE EASY FLOW CURVES
SHALL BE BETWEEN 90'- 180 UNL S THERWISE APPROVED BY JEA. NOTES:
2. THE 8" HIGH -LINE, WHERE UTILIZED, SHALL ENTER
PLAN VIEW S-5 THE MANHOLE ON -CENTER OR OFF -CENTER AS 1. THE ANGLE BETWEEN ALL INFLUENT FLOW CHANNELS AND EFFLUENT PIPE SHALL BE 90° OR GREATER UNLESS
PLAN VIEW SHOWN ABOVE. APPROVED OTHERWISE BY JEA.
(FOR SECTION VIEW SEE S-4)
(FOR SECTION VIEW S 2)' 2. THE INTERIOR AND EXTERIOR OF THE MANHOLE AND THE INTERIOR OF THE ADJUSTMENT RINGS SHALL BE GIVEN 2
COATS OF BITUMINOUS WATERPROOFING MATERIAL.
`` MANHOLE FRAME &COVER
FINISHED GRADE - 3. IF SPECIALITY LINER IS TO BE INSTALLED ON INSIDE OF MANHOLE, THE BITUMINOUS WATERPROOFING MATERIAL
GROUT `r SHALL BE OMITTED ON THE INSIDE.
\ /�/�\\4. TYPE "D" MANHOLES SHALL BE USED FOR 12" OR LARGER INFLUENT PIPES W/ 2' OR GREATER INFLUENT DROP.
MANHOLE FRAME & COVER `'/� ° ; A
PLAN VIEW (S-8)
CONCRETE ADJUSTMENT \ 12" NOMINAL, 18" MAX.
FINISHED GRADE i� GROUT v RINGS OR BRICKS (TYP) (FOR SECTION VIEW SEE S-7)
GROUTED IN PLACE $ MANHOLE FRAME & COVER
;.
8 2'-8" DIA. FINISHED GRADE GROUT
PLASTIC JOINT SEALER
\
`� �'\ �\ �:\ /�/�� _,, R ,••"\ z (2 SEALERS PER JOINT)
12" NOM, 18" MAX � � *�'°, •
REFER TO S-15 DETAIL �\®✓/\' \�`\/%\\,/\� \"
/ ``' \/ 12 NOMINAL, MAX
.. 18"
,o
g"J. 2,8" Cl)`' CONCRETE ADJUSTMENT ��
X CONCRETE ADJUSTMENT RINGS OR BRICKS (TYP)
RINGS OR BRICKS (TYP)
) GROUTED IN PLACE
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M PIPE EXTEND PIPE 2" BEYOND PLASTIC JOINT SEALER
Z �aP 2 SEALERS PER JOINT
INTERIOR WALL EE 1
_ S NOTE
(
5" ( )•
4' 0" DIA
� z�
6" 5'-0" DIA
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DROP BOWL (2 MAX. PER M/H) SEE NOTE #1 FOR 5'-0" RE o °
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5" 4'-0" IA SERIES 5200 MARINE CAULK � ADJUSTABLE CLAMP BRACKET
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S/S ANCHOR, BOLT & WASHER .. P LUG W/T 1/2 A OPE
5'-0"' IA s VCP OP ARE
PLASTIC JOINT SEALER 8" OR 10" S/S CLAMP BRACKET N
6" (SEE NdT
(2 SEALERS PER JOINT) 6" WIDE (MIN) EXTERIOR JOINT 8" OR 10" GRAVITY INFLUENT
(SEE NOTE 7) SEWER PIPE (SEE NOTE 4)
Z TAPE APPLIED OVER PRIMER >
SLOPE 1/2" 4'-0" DIA.
(SEE NOTE 8)�
PER FT. (TYP) o 2' OR GREATER DROP (NOTE 4) 5-------
N PVC 90° ELBOW LONG
N (SPIGOT X GASKET) �
a" w
112" PER FT
GROUT IN PLACE -
SOLID CLASS "C" � Q k INVERT ELEV. GIVEN ON
CONCRETE W/ SOLID � PVC SDR -35 OR SDR -26 DROP PIPE > PLANS AT THIS POINT
FILLER BRICKS ONLY > uu (DIA. EQUAL TO INFLUENT PIPE) 6" WIDE (MIN) EXTERIOR
ALLOWED AS FILLER REFER TO S-15 DETAIL. z STANDARD PVC TEE
NO RUBBLE, GRADE TO j1 SOLID CLASS "C" CONCRETE ` " JOINT TAPE APPLIEDSLOPE 1/2" PER
DRO
P
1/2" PER FOOT. t.'•.. , e��` �� 6" GREATERP (NOTE 4)
W/ SOLID FILLER BRICKS ONLY ELEVATION TO MATCH CROWN ❑ FT. (TYP) 2 R
�. EE NO #) -
°.
°: .. F EFFL EN
ALLOWED AS FILLER, NO RUBBLE. O U T PVC RISER -LENGTH A
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6„ q CONSTRUCT SPILLWAY WHERE REQUIRED S
INVERT OF UPPER SEWER IS M
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SEWER. THICKNESS OF GRANULAR w
V11 STANDARD \°` \ate ��`��"�\'' ` \� °*` \' \�®� BACKFILL 57 STONE)STANDARD PVC PUSH ON
LEVELING COURSE, 12" MIN �,� // '/ s'\,%i%/\�// // \i,,�,d°/( j ;
(MIN) JOINT BEND
UNDISTURBED SOIL MIN. THICKNESS OF GRANULAR
UNDISTURBED SOIL MIN. IN UNSUITABLE SOILS,
BEARING CAPACITY: ��''�'°/�°'i�*� °` `'' °'fi/ / BACKFILL (57 STONE) BEARING CAPACITY: _ OVER -EXCAVATION IS 6" SOLID CLASS "C" CONCRETE
2000 LB/SQ FT. \\���Oj�j�%\��%\��/r�r 2000 LB/SQ FT. `SECTION VIEW (S 4) REQUIRED SEE NOTE 6 . W/ SOLID FILLER BRICKS ONLY
IN UNSUITABLE SOILS, (FOR I''LAN VIEW SEE S-5) ( ) ALLOWED AS FILLER, NO RUBBLE.
SECTION I S-2 OVER -EXCAVATION IS NOTES:
FOR PLAN VI'I REQUIRED (SEE NOTE #6). m '` LEVELING COURSE, 12" (MIN)
( E S-3) 1. THIS ASSEMBLY IS FOR 8" OR 10" GRAVITY INFLUENT LINES ONLY. NO DROPS ALLOWED FOR FORCE MAINS. MAXIMUM OF 2 INSIDE DROP GRANULAR
BOWLS PER MANHOLE. A 5'-0" DIA. MANHOLE (6" THICK WALLS) IS REQUIRED IF TWO INSIDE DROPS ARE CONSTRUCTED WITH ONE OR BOTH
THICKNESS OF
NOTES: BEING 10" SIZE. DROP BOWL BY RELINER OR APPROVED EQUAL REQUIRED. THE INSIDE DROP FOR AN 8" HIGH -LINE SHALL BE _
BACKFILL (57 STONE)
UNDISTURBED SOIL MIN. }L
CONSTRUCTED SIMILAR TO ABOVE (SEE PLATE S-5).
1. PRECAST MANHOLE SECTIONS TO BE MAN' F TURED IN ACCORDANCE WITH THE LATEST EDITIONS OF BEARING CAPACITY: �� ,//� /F /�s %/�.,,✓ // / //\� ; /�� /�//�/\ IN UNSUITABLE SOILS,
r /
2. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. C-478 WITH 4000 LB. 2000 LB/SQ FT.\\�/\.\\/\\\',\'\\\/\\\t�\��\\°;l�\�/\\\j\\��\\\� OVER -EXCAVATION IS
A.S.T.M. C-478 WITH 4000 LB. CONC., TYPE I C ENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE REQUIRED (SEE NOTE 6).
CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON -SHRINK GROUT AND COATED WITH
FILLED WITH NON -SHRINK GROUT AND COT WITH BITUMINOUS WATERPROOFING MATERIAL. BITUMINOUS WATERPROOFING MATERIAL. SECTION VIEW (S-7)
2. THE INTERIOR AND EXTERIOR OF MANHOLE ADJUSTING RINGS SHALL BE GIVEN TWO COATS OF 3. THE INTERIOR AND EXTERIOR OF MANHOLE AND THE INTERIOR OF ADJUSTMENT RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS (FOR PLAN VIEW SEE S-8)
BITUMINOUS WATERPROOFING MATERIAL WATERPROOFING MATERIAL. NOTES:
4. TYPE "B" MANHOLE MUST BE USED FOR 2' OR GREATER INFLUENT PIPE DROPS. 1. PRECAST MANHOLE SECTIONS TO BE MANUFACTURED IN ACCORDANCE WITH THE LATEST EDITIONS OF A.S.T.M. C-478 WITH 4000 LB.
3. IF SPECIALTY LINER IS ER BE INSTALLED O I IDE SURFACE OF MANHOLE, THE BITUMINOUS CONC., TYPE II CEMENT. ALL LIFTING HOLES AND OUTSIDE INSERTS SHALL BE FILLED WITH NON -SHRINK GROUT AND COATED WITH
WATERPROOFING MATERIAL SHALL BE OM ON THE INSIDE. 5. THE DROP BOWL ASSEMBLY SHALL BE INSTALLED PRIOR TO APPLICATION OF SPECIALTY LINING MATERIAL. BITUMINOUS WATERPROOFING MATERIAL.
4. JUNCTION MANHOLE (CLOSEST TO WETWE L HALL BE 5' DIA WITH SPECIALTY LINER. 6. A TYPE "D" MANHOLE SHALL BE UTILIZED WHEN THREE OR MORE: (2' OR GREATER) DROPS ARE INVOLVED OR WHEN INFLUENT PIPES AREA 2. THE INTERIOR AND EXTERIOR OF MANHOLE AND THE INTERIOR OF THE ADJUSTMENT RINGS SHALL BE GIVEN TWO COATS OF BITUMINOUS
LARGER THAN 10" IN SIZE. WATERPROOFING MATERIAL.
5. ALL MANHOLE JOINTS BELOW THE TOP CO E ECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE
(WITH PRIMER). TAPE ON THE CONE SECTION ' OPTIONAL. SEE PLATE S-17. 7. ADJUSTABLE CLAMPING BRACKET (MIN. 2 PER DROP BOWL ASSY'). 1-1/2" WIDE, 11 GA. W/ 3/8" DIA. 18-8 PINCH BOLTS AND NUTS. SECURE TO 3. IF SPECIALTY LINER IS TO BE INSTALLED ON INSIDE SURFACE OF MANHOLE, THE BITUMINOUS WATERPROOFING SHALL BE, OMITTED ON
M/H WALL WITH (2) 3/8" X 1" BOLT, ANCHOR & WASHER PER BRACKET ASSY. ALL 304 OR 316 STAINLESS STEEL MATERIALS. INSIDE.
6. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (F -GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, 4. TYPE "D" MANHOLE SHALL BE USED FOR 12" OR LARGER INFLUENT PIPES W/ 2' OR GREATER INFLUENT DROP.
OH AND PT THE SOILS SHALL BE OVER-EX�A TED AN ADDITIONAL 24" (AT A MIN.) AND BACKFILLED WITH 8. ALL M/H JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE: A 6" WIDE (MIN) EXTERIOR JOINT TAPE (W/PRIMER). TAPE ON THE CONE
AASHTO CLASS A-3 SOIL (COMPACTED TO 8° ASTM D1557) OR OVER -EXCAVATE AN ADDITIONAL 12" (AT A MIN.) SECTION IS OPTIONAL. 5. ALL M/H JOINTS BELOW THE TOP CONE SECTION SHALL INCLUDE A 6" WIDE (MIN) EXTERIOR JOINT TAPE (W/PRIMER). TAPE ON THE CONE
AND BACKFILL WITH GRANULAR BACKFILL 57 ONE). 9. IN SILTS, CLAY OR HIGHLY ORGANIC SOILS (FINE-GRAINED SOILS INCLUDING SOIL GROUPS ML, CL, OL, MH, CH, OH AND PT) THE SOILS SECTION IS OPTIONAL.
SHALL BE OVER -EXCAVATED AN ADDITIONAL 24" (AT A MIN.) AND 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). 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.) AND 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 SEW TYPE "A" MANHOLE SANITARY SEWER TYPE "B" MANHOLE
SEWER SANITARY SEWER TYPE D MANHOLE
8"-2 SEWERS 8I"-10" SEWERS „
12 -21 SEWERS
JANUARY 2015 PLATES S-2, S-3 JANUARY 2015 PLATES S-4, S-5 JANUARY 2015 PLATES S-7, S-8
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Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
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www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
DATE:_ JULY. 2015
pRO.ECT NO : 114001.01
DEQ BY : J B D
DRAWN By: DPT
SCALE: AS NOTED
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Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
AUTOMOBILE SERVICE
STATION W/ MINOR
AUTOMOTIVE
SERVICE
DATE : JULY. 2015
pRpjECT No. : 114001.01
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www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
AUTOMOBILE SERVICE
STATION W/ MINOR
AUTOMOTIVE
SERVICE
DATE : JULY. 2015
pRpjECT No. : 114001.01
DEBONED BY : J B D
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2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL (- S-27). 2. FOR OTHER LOCATION LIMITATIONS SEE DETAIL (S-26 & S-27).
3. LOCATING WIRE REQUIRED: SEE DETAIL S-49. 3. LOCATING WIRE REQUIRED: SEE DETAIL S-49.
4. THE COVER FOR PIPING LESS THAN 24" SIZE SHA L 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A MAXIMUM 4. THE COVER FOR PIPING LESS THAN 24" SIZE SHALL BE 30" (MIN) IN UNPAVED AREAS, 36" (MIN) IN PAVED AREAS AND A MAXIMUM
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UNPAVED AREAS AND A MAXIMUM COVER OF 84 SS APPROVED BY JEA. - UNPAVED AREAS AND A MAXIMUM COVER OF 84", UNLESS APPROVED BY JEA.
5. THE SOILS BETWEEN THE MAIN AND THE CONFLICT E SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED 5. THE SOILS BETWEEN THE MAIN AND THE CONFLICT PIPE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED
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PROSSER TM
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VERTICALLY NEAR MAIN). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
WITH A "DEPTH OF CUT" EQUAL OR GREATER THAN 12 FEET, SHALL BE PVC SDR -26.
HOUSE LATERAL - PLAN VIEW -
AIR VALVE ASSEMBLY INSIDE MANHOLE
JANUARY 2015 PLATE S-19
JANUARY 2015 PLATE S-29
J
DAIS : JULY. 2015
PROJECT NO : 114001.01
DESIGNED By: J B D
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PVC PIPE RESTRAINT NOTES:
HORIZONTAL BENDS
VERTICAL OFFSETS
45° BENDS
(SEE NOTE 4)
1.
THIS SCHEDULE SHALL BE UTILIZED ON ALL WATER'SEW
E
ORCE MAIN OR
11.25°
BENDS
L (FT.)
RECLAIMED WATER SYSTEMS. ALL FITTINGS SHALL BEE
ILOWER
RAINED TO LENGTHS
L (FT.)
INDICATED ON THE ABOVE SCHEDULE, AT A MINIMUM. IIII
4
20
2.
ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST P
E
URE=150PS1, SOIL=GM OR
3
SM, TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR
0
ND SMALLER PIPE SIZE
10
OR 36 INCHES FOR 24" AND LARGER PIPE SIZE.
2
28
3.
BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SID
8
F FITTING.
4.
VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TL
3
D APPROX. 8 FEET
5
COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAI
10
D LENGTH FOR THE
18
UPPER (TOP) LEVEL. Li IS THE RESTRAINED LENGTH FO
LOWER (DEEPER)
45
LEVEL. ASSUME 45 DEGREE BENDS.
110
5.
TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTR
D LENGTH ON EITHER
9
SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FE
'(MIN). SEE SCHEDULE
8
ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE.
14
6.
HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE
STRAINED 35 FT (MIN).
7
THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PV
OINTS DR 18 & 25 PIPE
LENGTH (L) TO BE RESTRAINED
(SEE PLATE Nos. 38C & 38D FOR ADDITIONAL DETAILS)
NOMINAL
PIPE90°
SIZE
(IN.)
HORIZONTAL BENDS
VERTICAL OFFSETS
45° BENDS
(SEE NOTE 4)
VALVES
OR
DEAD
ENDS
BENDS
L (FT.)
45°
BENDS
L (FT.)
22.5°
BENDS
L (FT.)
11.25°
BENDS
L (FT.)
UPPER
ILOWER
L (FT.)
L (FT.)
L (FT.)
4
20
8
4
2
20
3
50
6
28
10
5
2
28
4
20
8
36
14
6
3
36
5
90
10
40
18
8
4
45
6
110
12
50
20
9
4
52
8
120
14
56
23
10
5
60
9
140
16
60
26
11
6
67
10
160
18
69
29
12
6
74
12
180
20
75
32
13
7
80
13
195
24
76
33
15
7
81
14
200
30
88
36
18
9
97
16
235
36
100
40
20
10
110
20
270
42
115
48
23
11
125
24
300
48
125
52
25
12
140
30
340
SHALL BE COMPLETED PER THE MANUFACTURERS REC
NDATION, WHICH
L (FT.)
6x4
INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS%N
THESE NUTS SHOULD
35
8x4
ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SH
LD ALWAYS BE VISIBLE
35
10x6
AFTER THE RESTRAINT IS INSTALLED. OVERHOMING TH
J
NT MAY CAUSE A FAILURE
12x8
65
AT THE BELL RESULTING IN A SERVICE OUTAGE.
I
16x10
95
20x18 1
PVC IPE
RESTRAINT JOINT
SCHEDULE
20x12
JANUARY 2015 Ii
2420
PLATE S -38A
I
i
95
2416
120
30x24
C
30x20
150
36x30
TEE BOLT
36x24
150
42x36
80
42x30
150
C AMF
80
48x36
150
8 < LESS
F.O.
16
RIN(
100
PLAIN END P.V.C. '"
BELL Jt. P.V.C.TT
10 <
LESS
F.O.
20
21
1
130
11
C
RESTRAINED BELL JOINT
REDUCERS
SIZE
(IN.)
L (FT.)
6x4
35
8x6
35
8x4
65
10x8
35
10x6
65
12x10
35
12x8
65
16x12
65
16x10
95
20x18 1
35
20x16
65
20x12
120
2420
65
2418
95
2416
120
30x24
80
30x20
150
36x30
80
36x24
150
42x36
80
42x30
150
48x42
80
48x36
150
TEII.S
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SEE MOTE
5
RUN
BRANCH
O
SIZE
SCBE
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(IN.)
(IPJ.)
L (FT.)
4
4
F.O.
4
�
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10
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F.O.
8
8
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10
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6 < LESS
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12
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65
111)
35
8 < LESS
F.O.
16
145
100
12
40
10 <
LESS
F.O.
20
21
1
130
113
80
12 <
LESS
F.O.
24
24
130
20
90
1
i3
40
12 < LI.ESS
F.O.
30
3'0
140
24
80
20
50
16 < LESS
F.O.
36
36
180
30
120
24
50
20 <
LESS
F.O.
42
42
220
3i3
160
30
80
24
40
20 < LESS
F.O.
48
413
250
4:-
180
3113
90
30
40
24 < LI.
ESS
F.O.
F.O. = FITTING ONLY
TEE BOLT
4 M.J. D.I. FITTINGS
RESTRAINED MECHANICAL JOINT
TYPICAL PROFILE
MECHANICAL JOINT TO PLAIN END
VV/Mt:UHANIUAL Kt51 KAINtKS SECTION W/MECHANICAL RESTRAINERS
L
�.p
REDUCER MECHANICAL JOINT SLEEVES
NO. OF TIE RODS REQUIRED
TIE 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)
PLUG 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
TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL) SIZE
AS PER THRUST BLOCK DETAIL (W-38). SEE DETAILS W-36 & W-37.
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. s► INDICATES DIRECTION OF THRUST FORCE,
MECHANICAL RESTRAINT DETAILS I
JANUARY 2015
PLATE S -38C
UPPER BEND
ANGLE OF 45° —/
DIRECTION CHANGE
RUN
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LU w
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ANGLE OF DIRECTION CHANGE
HORIZONTAL BEND
L
DEAD END
co
S� X
°
OT Q
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co
LOWER BEND Q
ANGLE OF 45°
Li
DIRECTION CHANGE
VERTICAL OFFSET PROFILE
BRANCH
L L
Ld
RUN
NOTES: VALVE
LVE
1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) SHALL
BE A TOTAL DISTANCE OF 6 FEET (MIN.). THE PROJECT ENGINEER CAN INCREASE THIS LENGTH TO
REDUCE THE NUMBER OF RESTRAINS REQUIRED. ANY CHANGES TO THIS TABLE MUST BE SUMMITTED
TO JEA FOR APPROVAL.
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 - 11
JANUARY 2015
PLATE S -38D
1 0 ipT 0 ;64" to
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
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www.prosserinc.com
Of Florida Certificate of Authorization
Number: 00004050
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DATE:_ JULY. 2015
pRojECT No. ; 11400 1. 01
DESKNM BY : J B D
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PROSSER TU
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
AUTOMOBILE SERVICE
STATION W/ MINOR
AUTOMOTIVE
SERVICE
DATE : JULY. 2015
pROJECT No.: 114001.01
DESK3NEII3 BY: J B D
DRAWN By: DPT
SC/tE : AS NOTED
•
JEA—
SANITARY
SEWER DETAILS
NOTE:
Ah
IPE
ANGLE BETWEEN INFLUENT FORCE
AV
MAIN AND GRAVITY EFFLUENT PIPE
SHALL BE BETWEEN 135'- 180° UNLESS
APPROVED OTHERWISE BY JEA.
THREADED STEEL ROD W/NUTS &wi
—WASHERS
z
FORCE MAIN (INFLUENT)
APPLY GROUT TO FILL ANNULAR SPACE
MECHANICAL JOINT TEE f (TYP) LENGTH AS REQUIRED
O
PAINT COVER AND INSIDE OF BOX GREEN BETWEEN VALVE BOX AND CONCRETE PAD
MECHANICAL JOINT TEE
LOCATE WIRE IN
DROUTE
w
ID.
"
FORM CONCRETE CHANNELSCOMPACTED
EARTH (TYP) 24" ROUND PRECAST CONCRETE
VALVE BOX (SEE S-49)
,.....
TO FORM EASY FLOW CURVES
PAD 4 THICK (SEE SPEC) SET ON
.
sewE COMPACTED EARTH, (SEE NOTE# 6)
VALVE BOX ADJUSTMENT (SEE NOTE# 5)
MECHANICAL JOINT VALVE
FLOW
f—
FLOW
f— _.
FINISHED GRADE
90° THREADED
EYE BOLTS W/NUTS
VALVE BOX &COVER (TYP)
"f0
STUB OUT LENGTH SHALL
PROVIDE GREEN PAINT ��/� ::•,: / `'
THE INSIDE OF THE TOP SECTION
BE 20 L.F.(MIN.) WITH
JOINT RESTRAINTS
GRAVITY EFFLUENT
GRAVITY INFLUENT
OF THE BOX (NOTE #5) � \ \��\
PIPE BELL RESTRAINT
ss
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6" PVC RISER PIPE -- C\1 ELECTRONIC LOCATE BALL MARKER
THREADED STEEL ROD
(LENGTH AS REQUIRED) m LOCATED WITHIN 12 FROM
W/NUT &LOCK
PROVIDE "V" CUT IN TOP OF 6" RISER PIPE (NOTE #10)
WASHERS (TYP) I SOCKET CLAMP WITH SOCKET CLAMP
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RISER PIPE FOR LOCATE: WIRE(LENGTH
ACCESS INTO VALVE BOX GATE VALVE W/ 2" OPERATING
AS REQUIRED) WASHERS (TYP.)
m
NUT (NOTE #4)
GATE VALVE (4" MIN)
PLASTIC DEBRIS SHIELD REQUIRED PIPE W/ LOCATING WIRE
PLUG ANCHOR STRAP
Z
N
MANHOLE FRAME & COVER
REQUIRED PRIOR TO DROP
ON ALL VALVES 12" AND SMALLER
(SEE NOTE #8)
MECHANICAL JOINT PLUG
LOCATE WIRE (TO BOX)
FINISHED GRADE
GROUT
(SEE NOTE#2) A A
RESTRAINED MECHANICAL
o_
JOINT (TYP) �\��\fie\0�\12" (MIN) LAYER OF #57
PLAN
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UNDISTURBED EARTH VALVES 20" AND LARGER,
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(NOTE #7)
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NOTES:
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1. FOR UNPAVED LOCATIONS, A PRECAST CONCRETE VALVE PAD SHALL BE PROVIDED AND INSTALLED FLUSH WITH
SECTION I' A
GRADE. CONCRETE PAD IS NOT REQUIRED FOR VALVE LOCATED IN THE ROADWAY, UNLESS SHOWN OR NOTED
-All
R.. PROVIDE NE
FLOW
OTHERWISE.
NOTES:
INTERIOR SP
N LINER (PROTE
CI
TY ~—
ECOATING)
2. LOCATING WIRE IS REQUIRED ON ALL PRESSURE PIPING (SEE DETAIL S-49).
1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAY BE USED.
AS
SPECIFIED IN
�^ i �` '`i�/ \\/// /��//
` ® `
3. A "V" CUT SHALL BE CARVED IN THE CURB CLOSEST/ADJACENT TO ALL BELOW GRADE VALVES. THE "V" CUT IS TO BE
2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION.
PAINTED GREEII'4
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SECTION 446 -
` 45° BEND (TYP)
3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS:
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4. IN PAVED AREAS, INSTALL VALVE AT A DEPTH TO ALLOW A 12" MIN. DISTANCE BETWEEN THE VALVE COVER PLATE AND
3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD)
w
Q
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` PVC PIPE (4" MIN)
THE TOP OF THE VALVE OPERATING NUT. OUTSIDE OF PAVED AREAS (GRASS), INSTALL VALVE AT A DEPTH TO ALLOW A
10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD)
6" MINIMUM DISTANCE BETWEEN THE VALVE COVER AND THE TOP OF THE VALVE OPERATING NUT. OPERATING 14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD)
NUT/STEM EXTENSION SHALL BE PROVIDED (WHERE APPLICABLE) SO THAT THE OPERATING NUT WILL BE NO MORE
18" - 20" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT (3/4" ROD)
THAN 30 INCHES BELOW FINISHED GRADE.
24" DIAMETER MAIN -12 TIE RODS REQUIRED PER JOINT (3/4" ROD)
E
i
30" - 36" DIAMETER MAIN -14 TIER ODS REQUIRED PER JOINT 1" ROD
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5. F OR NEW �.
W CON . TRUCTION THE VALVE BOX
O SHALL BE ADJUSTED TO MIDRANGE TO ALLOW FOR FUTURE BOX
_ _
42" 48" DIAMETER MAIN 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)
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_
ADJUSTMENTS ROUTE LOCATE WIRES THRU A "V" CUT IN THE TOP OF THE 6" PVC RISER PIPE FOR LOCATE WIRE
54" DIAMETER MAIN -18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)
C
ACCESS INTO VALVE BOX. THE LOCATE WIRES WITH A 12" LONG PIG -TAIL AT THE TOP SHALL BE CONNECTED TOGETHER
O
WITH A WIRE NUT.
4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE. THE STUB
E
OUT SHALL EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET (MIN.)
E
DROP FM PIPING TO CROWN OF
6. BRASS IDENTIFICATION TAG INDICATING "SEWER", VALVE SIZE, DIRECTION AND TURNS TO OPEN & VALVE TYPE.
WHERE POSSIBLE.
O
GRAVITY EFFLUENT PIPE AS SHOWN
PROVIDE A y4' HOLE IN BRASS TAG AND ATTACH TAG TWIST WIRE AROUND TAG TO THE END OF THE LOCATE WIRE.
( )
U
4
TAGS ARE NOT REQUIRED ON VALVES INSTALLED ON FIRE HYDRANT BRANCH LINES.
PLUGGED DEAD END USING
REFER TO S-15 DETAIL
7. IN LIEU OF PREI:�AST CONCRETE PAD , A 6" THICK X 24" (ROUND OR SQUARE) POURED CONCRETE PAD W/2 - #4 REBAR
AROUND PERIMETER,MAYBE USED.
MECHANICAL RESTRAI NTS
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8. GRAVEL SHALL BE PROVIDED UNDER ALL VALVES 20" AND LARGER. THE MINIMUM VERTICAL LIMIT OF GRAVEL IS 12"
JAN
JANUARY 201 5
�
UNDER THE VAI -VE UP TO y THE OVERALL HEIGHT OF THE VALVE.
_
PLATES 44
SE
'N
9. FOR VALVES 12 INCH AND SMALLER, PROVIDE A WHITE OR BLACK PLASTIC DEBRIS SHIELD WHICH INSTALLS BELOW THE
TYPICAL FORCE MA
CONNECTION TO MANHOLE
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
JANUARY 2015
PLATE S-18
MARKER (3M-1404XR FOR SEWER).
4" OR
L
GER
SEWER VALVE DETAIL
CONNECT WIRE TOGETHER
WITH ELECTRICAL WIRE NUT.
B RAN
C
ORCE MAIN
__ _
PROVIDE 12" PIG TAIL
I
JANUARY 2015 PLATE S-30
SE
TE S -49A LOCATE WIRE BOX UTILIZING
(SEE NOTE #1 Box AccEss
( )
LOCATE WIRE BOX UTILIZING
CO -POLYMER METER BOX
VALVE BOX
J_
VALVE BOX W/VALVE
SEE PLATE S -49B LOCATE
E BOX ( CONNECT WIRES TOGETHER WITH
LOCATE WIRE
Q
UTILIZI
G
LVE WIRE NUT) (SEE NOTE #8)
SEE
DUCT TAPE OR ZIPPER TYPE FORCE MAIN
Q
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LOCATE WIRE SHALL E
PLATE,
4
PLASTIC TIE STRAPS
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TERMINATE IN
BOX ACCESS (SEE NOTE #2)
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LOCATE WIRE BOX DUCT TAPE O
BRANCH VALVE BOX OR LOCATE
"V"
W
ZIPPER TYPE
BOX REQUIRED (SEE NOTE #1) CUT IN 6" PVC PIPE RISER
z
PLASTIC TIES
6" PVC PIPE RISER LOCATING WIRE PARALLEL TO MAIN
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END
PLUGGED WATER MAIN
LOCATING WIRE FORCE MAIN
LOCATE WIRE BOX UTILIZING VALVE BOX
DEAD
>-
10' MAX
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10' MAX
475' MAX (NOTE 4) 475' MAX (NOTE 4)
SPACING
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INSTALL CO -POLYMER METER BOX WITH
—
HEAVY-DUTY IRON LID (PAINT TOP OF LID)
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LOCATE WIRE SYSTEM
(POSITION BOX PARALLEL WITH MAIN)
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SECURE WIRE TO PIPE WITH;
NOTES:
DUCT TAPE OR ,ZIPPER
TEE OR SADDLE
l .✓�
i
TYPE PLASTIC TIE STRAPS
1. LOCATING WIRE TO BE INSTALLED IN,
MAINS). LOCATE WIRE SHALL ALSO B
I
I
R THE ONE OR ELEVEN O'CLOCK POSITION ON ALL DUCTILE IRON OR PVC (PRESSURE
ALLED ON ALL (HDPE) POLY MAIN PIPING (1:00 OR 11:00 POSITION, IF POSSIBLE).
4" AND LARGER BRANCH MAIN
CONNECT WIRES TOGETHER WITH
PROVIDE 3" THICK ELECTRICAL WIRE NUT. (PROVIDE
GRAVEL BOTTOM 12" LONG PIGTAIL ENDS)
2. SECURE LOCATING WIRE TO PVC FOF
C
AIN BY USE OF DUCT TAPE OR ZIPPER TYPE PLASTIC TIE STRAPS SPACED AT A MAXIMUM
2" PVC RISER PIPE
DISTANCE OF TEN (10') AND AT EACH
i,
1
F BELL JOINT OR FITTING.
p �p
RM R
BRANCH NCN FFOpCE MAIN
LOCATING WIRE (ROUTED IN PIPE)
3. THE ENTIRE LOCATING SYSTEM SHASUBJECTED
TO TESTING TO DETERMINE ITS RELIABILITY. WHERE INSTALLED UNDER
(4" AND LARGER SEWER MAIN)
PAVEMENT AREAS, TESTING SHALL BE
4E PRIOR TO THE PLACEMENT OF PAVEMENT, UNLESS APPROVED OTHERWISE BY JEA. DUCT TAPE OR ZIPPER TYPE FORCE MAIN
4. LOCATING WIRE SHALL TERMINATE
IT
AN ACTIVE VALVE BOX ( WITH A VALVE) OR A METER BOX (IF NO VALVE) AT 475'
NOTE:
PLASTIC TIE STRAPS
p
INTERVALS. SEE DETAIL PLATES -49B
W
CONNECTIONS BELOW GROUND (OUTSIDE OF A BOX) SHALL BE AVOIDED.
1. NOTE THAT THE BRANCH WIRE IS NOT CONNECTED TO THE MAIN WIRE.
No
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5. LOCATING WIRE SHALL BE 12 GAUGE
(MINIMUN) O.D. RATED BREAK LOAD 2
0
ER WIRE WITH .03 INCHES (MINUMUM) HDPE INSULATION THICKNESS, 0.141 INCHES
OF RATED (DIRECT BURIAL), GREEN COLOR. FOR HDD INSTALLATIONS, THE LOCATE WIRE
2. LOCATE VIVRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE SECTION (SEE S-30).
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SHALL BE COPPER CODED STEEL AS
P
IFIED IN SPEC. SECTION 750.
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LOCATE WIRE BOX UTILIZING METER BOX
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6. )("INDICATES THAT THE WIRES ARE
ECTED TOGETHER.
7. ' INDICATES A WIRE PIG -TAIL 12'
LOCATE WIRE FOR BRANCH MAIN
NOTES:of
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C�J FORCE
1. LOCATE WIRE SHALL ENTER THE VALVE BOX THROUGH A "V" CUT IN THE 6" PVC RISER PIPE (SEE S-30).
JANUARY 2015 PLATE S -49A
MAINS
LOCATE WIRE B X
1—0
W
W
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= �,
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JANUARY 2015
PLATE S-49
JANUARY 2015 PLATE S -49B
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PROSSER TU
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
AUTOMOBILE SERVICE
STATION W/ MINOR
AUTOMOTIVE
SERVICE
DATE : JULY. 2015
pROJECT No.: 114001.01
DESK3NEII3 BY: J B D
DRAWN By: DPT
SC/tE : AS NOTED
•
JEA—
SANITARY
SEWER DETAILS
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NOTES: BINDING WIRE STAKED AND ENTRENCHED
OR TWINE
48" MIN. METAL FENCE POSTS DRIVEN
OVEN WIRE FENCE INTO GROUND A MIN. OF 2'-0"
GRAVEL (12" MIN. DEPTH)
STRAW BALE
1. EXCAVATE THE TRENCH COMPACTED SOIL TO
2. PLACE AND STAKE STRAW BALES PREVENT PIPING
MIN. 14 GAUGE; 6" MAX. 10.0 C.
ESH SPACING) FILTER CLOTH ( MIRAFI, POLYFILTER X
--
18"MIN.
3. WEDGE LOOSE STRAW BETWEEN BALES
4. BACKFILL AND COMPACT THE EXCAVATED
/
(MAX.) OR APPROVED EQUAL)
SOIL.
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RUNOFF WATER
W/SEDIMENTS SEDIMENT
I( SEDIMENT LADEN
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CONSTRUCTION SPECIFICATIONS
FILTERED WATER
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6" MINIMUM -. :...,. .`: •::, ,
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES
CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE
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2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES
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SPACED EVERY 24"x 24".
A A
B
Z-3° STONE MATCH WIDTH
3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT
1,
OF PROPOSED
CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT.
4. -SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN
SPECIFIC APPLICATION
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ENTRANCE
FUNCTIONAL CONDITION.
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS
DRIVE
5. 'SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION
ARE EXPECTED, BUT NOT WHERE PONDING AROUND STRUCTURE MIGHT CAUSE EXCESSIVE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURED ARE UNPROTECTED AREAS.
POINTS 'A' SHOULD BE HIGHER THAN POINT 'B'
WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE.
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PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY
FILTER FENCE -
C -GAVEL 8� WIRE ME:�i-1
DROP INLET SEDIMENT F�TER
STRAW BALE BARRIER
CONSTRUCTON ENTRANCE CNEETAL
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DROP INLET W/GRATE
DROP INLET WlGRATE
EROSION AND SEDIMENT CONTROL NOTES
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1. The Contractor is responsible for removing silt from site if 21. The structure shall be inspected after each rain and repairs
11 1' 1)' III I 1 111` Ill I I III, 1' II
not reusable on-site and assuring plan alignment and grade in made as needed.
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all ditches and swales at completion of construction.
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22. Sediment shall be removed and the trap restored to its
2. The site Contractor is responsible for removing the temporary original dimensions when the sediment has accumulated to 1/2
13
erosion and sediment control devices after completion of the design depth of the trap. Removed sediment shall be
construction and only when areas have been stabilized. deposited in a suitable area and in such a manner that it will
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not erode.
3. Additional Protection - On-site protection must be
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provided that will not permit silt to leave the project 23. The Contractor is responsible for following the best erosion
hl 1 1 I1 111 II hl 1 t I1 ,111 I 41114,811(1111 I I I1 111 1111 1
confines due to unforeseen conditions or accidents. and sediment control practices as outlined in the plans,
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" specifications and St. Johns River Water Management District
4. Contractor shall ensure that all drainage structures, pipes, Permit.
STAKES FILTERED
�� 11 WATERSTRAW
BALES STAKED
etc., are cleaned out and working properly at time of
acceptance. 24. For additional information on sediment and erosion control
W/ 2 STAKES PER BALE
refer to "The Florida Development Manual -A Guide to Sound
RLAP FABRIC
COMPACTED SOIL STAKED
5. Wire mesh shall be laid over the drop inlet so that the wire Land and Water Management" from the State of Florida
extends a minimum of 1 foot beyond each side of the inlet Department of Environmental Regulation (FDER), Chapter 6.
NOFF WATERI
/SEDIMENTS
TO PREVENT PIPING STRAW BALE
FILTERED
RUNOFF WATER WATER
structure. Hardware cloth or comparable wire mesh with 1/2-
inch openings shall be used. If more than one strip of mesh 25. Erosion and sediment control barriers shall be placed adjacent
is necessary, the strips shall be overlapped.
to all wetland areas where there is potential for downstream
W/SEDIMENTS 1 II IG I II I�
water quality degradation. See detail sheet for typical
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6. FDOT No. 1 coarse aggregate shall be placed over the wire mesh construction.
as indicated on detail. The depth of stone shall be at
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least 12 inches over the entire inlet opening. The stone 26. All disturbed areas shall be grassed, fertilized, mulched and
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shall extend beyond the inlet opening at least 18 inches on
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ED
all sides.
B
AP FABRIC ,�o„•
IIISI I�DROP INLET
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27. Sod shall be placed in areas which may require immediate
W/GRATE
7. If the stone filter becomes clogged with sediment so that it erosion protection to ensure water quality standards and
SPECIFIC APPLICATION
no longer adequately performs its function, the stones must be maintained.
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pulled away from the inlet, cleaned and replaced.
THIS
OD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY
28. Any discharge from dewatering activity shall be filtered and
8. Bales shall be either wire -bound or string -tied with the conveyed to the outfall in a manner which prevents erosion and
FLA
A SLOPES NO GREATER THAN 5%o WHERE SHEET OR OVERLAND FLOWS
( )
SPECIFIC APPLICATION
bindings oriented around the sides rather than over and under transportation of suspended solids to the receiving outfall.
(NO
EEDING 0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A
the bales.
RE
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'G CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS.
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RELATIVELY FLAT AREA ( SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND
29. Dewatering pumps shall not exceed the capacity of that which
9. Bales shall be placed lengthwise in single row surrounding the requires a consumptive use permit from the St. Johns River
FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO
inlet, with the ends of adjacent bales pressed together. Water Management District.
INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
10. The filter barrier shall be entrenched and backfilled. A 30. All disturbed areas to be stabilized through compaction, silt
shall be excavated around the inlet and width of a bale screens, hay bales and grassing. All fill slopes 4H:1 V or
to minimum depth 4 inches. After the
01!11trench
DROP INIME
ET SEDIMENT FILTER
STRAW BALE DROP INET SEDIMENT FILTER
a of a bales are staked, steeper to receive staked solid sod.
the excavated soil shall be backfilled and compacted against
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the filter barrier. 31. All dewatering, erosion, and sediment control to remain in place
FLOW �\ 11i�
---- ��
after completion of construction and be removed only when
11. Each bale shall be securely anchored and held in by
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place at areas have been stabilized.
least two stakes or rebars driven through 9
h the bale. 32. This indicates the minimum
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plan erosion and sediment control
12. Loose straw should be wedged between bales to prevent water measures required for this project. The Contractor is
from entering between bales. responsible for meeting all applicable rules, regulations and
water quality guidelines and may need to install additional
\FLOW
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13. Close attention shall be paid to the repair of damaged bales, controls.
end runs and undercutting beneath bales.
FLOW�a.-���\
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33. All excavations and earthwork shall be done in to
a manner
14. Necessary repairs to barriers or replacement of bales shall be minimize water turbidity and pollution. Discharge shall be
accomplished promptly, controlled and rerouted through hay filters, siltation diapers
and sumps. The Contractor shall be responsible for the
15. Sediment deposits should be removed after each rainfall. They prevention, correction, control and abatement of erosion and
SEDIMENT -LADEN
�- FOUR 1 -FOOT WIDE STRIPS OF SOD
must be removed when the level of deposition reaches water pollution in accordance with Chapter 17-3, Florida
RUNOFFDEPTH BELOW TOP OF INLET:
AS
ON EACH SIDE OF THE DROP INLET
approximately one-half the height of the barrier. Administrative Code.
REQUIRED MIN. V- MAX. 2'
16. Any sediment deposits remaining in place after the straw bale 34. The Contractor is responsible for the removal of any sediment
_
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RUNOFF WATER
W/SECiIMENTS FILTERED WATER
barrier is no longer required shall be dressed to conform to that leaves the site and changes any downstream conditions by
the existing grade, prepared and seeded. raising channel bottoms and/or clogging outfall culverts.
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17. Silt fences, straw bale barriers and filter barriers shall be inspected 35. The Contractor shall a for an water quality control
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immediately after each rainfall and at least daily during prolonged violations from any agency that results in fines being
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rainfall. An required repairs shall be made immediate) assessed to the owner because of the Contractor's failure to
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ORM WATER WITH = EEP iOL I'
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eliminate turbid runoff from leaving the site and raising
18. Should the fabric on a silt fence or filter barrier decompose back round levels.
RGER PARTICLES FOR _
MOVED I • EWATERI I LARGER PARTICLES
SETTLE OUT
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or become ineffective prior to the end of the expected usable
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DRAIN INLET
life and the barrier still be necessary, the fabric shall be 36. The Contractor is responsible for obtaining all necessary permits,
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II �""`"` •`' "• __ _ -
SPECIFIC
replaced promptly. including any applicable NPDES permits.
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19. Any sediment deposits remaining in place after the silt fence
THIS METHOD OF INLET PRDTECTION IS APPLICABEL ONLY AT THE TIME OF
or filter barrier is not longer required shall be dressed to
conform with the existing grade, prepared and seeded.
SPECIFIC APPLICATION
PERMANENT SEEDING, TO (PROTECT THE INLET FROM SEDIMENT AND MULCH
THIS
E
OD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND
MATERIALS UNTIL PERMANENT VEGETATION HAS BECOME ESTABLISHED.
20. The Environmental Protection Agency (EPA) has issued to Florida a National Pollutant Discharge Elimination System (NPDES) General
WHERE
OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE.
Permit for certain Stromwater discharges. This NPDES program requires that if the magitude of construction activities covered by the
general permit are above certain thresholds, then a Storm Water Pollution Prevention Plan (SWPPP) is required. Also involved are certain
certification, notification, inspection and record keeping in accordance with the EPA Publication EPA 832-r-92-005 dated Sept., 1992 &
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titled "Storm Water Management for Construction Activities -Developing Pollution Prevention Plans & Best Management Practices. It is the
Contractor's responsibility to determine if this project requires an NPDES application and notification and, if necessary, prepare, submit
VATED DROP INLET T TRAP
SOD DROP MET
MET
SEDNAENT FILTER
and maintain the required documentation incompliance with the EPA guidelines and criteria.
P'ROSSER TM
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
DATE : JULY. 2015
PROJECT No.; 114001.01
DESKV*D By: J B D
DRAWN By: DPT
SCALE: AS NOTED
THIS DRAWNG NOT RELEASED FOR
COMMOTION UNLESS 80 NOTED
ABOVE
SI$T Tt n E
EROSION AND
SEDIMENT
CONTROL
DETAILS
�FOPd F
C8.0
No. 62576 l
H E E T
S T 0 R M W A T E R P O L L U T 1 0 N P R E V E N T 1 0 N N 0 T E S
CITI91 REQUIREMENTS CONTRACTOR'S REQUIREMENTS
E 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 REDUCE THE RISKS ASSOCIATED WITH * SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS,
PROJECT NAME AND L TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE
RECONCENIRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. POSTS, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN
_ THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S IN ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL THE GROUND.
REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE * PRODUCTS WALL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT
AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPILING MATERIAL NO ", CAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT RESEALABLE. * THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF
OWNER NAME AND AD)RE ADDITIONAL MEASURES REWIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFFSEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT
BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN
CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SITE INTO ANi ADJACENT WATER BODY OR STORM WATER ACCORDANCE NTH THE SPECIFICATIONS FOR STRUCTURAL FILL ALL * ORIGINAL LABELS AND MATERIAL SAFETY DATA MLL BE RETAINED; THEY REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END
ON
- OF MATERIALS AND METHODS OF CONSTRUCTITHE CONTRACTOR MAY BE COLLECTION FACILITY. SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS CONTAIN IMPORTANT PRODUCT INFORMATION. OF THE JOB, WHICHEVER COMES FIRST.
REWIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. * DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES
THE SYSTEM INTO OPERATION. 6. EXPOSED AREA LIMITATION: 'HE SURFACE AREA OF OPEN, RAW ERODIBLE * IF SURPLUS PRODUCT MUST BE DISPOSED OF. MANUFACTURER'S OR LOCAL PROMPTLY REPAIRED.
DESCRIPTION: SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WALL BE
*
EXCAVATION AND FlWNG OF'FJtATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE
SEQUENCE OF MAJOR ACTIVITIES: THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF PRODUCT SPECIFIC PRACTICES • A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH
ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY
SOIL DISTURBING ACTIVII WILL INCLUDE: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: OF SEDIMENTS PETROLEUM PRODUCTS THE INSPECTOR IS ATTACHED.
CLEARING AND GRUB ARIHWORK, PAVEMENT AND GRADING; WASTE DISPOSAL THE REPORTS WALL BE KEPT ON SITE DURING CONSTRUCTION AND
IN
1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, ALL ONSITE VEHICLES WiLL BE MONITORED FOR LEAKS AND RECEIVE AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY
STORM SEWER, UTILITIES D PREPARATION FOR FINAL PLANTING CONSTRUCTION ENTRANCE CURBS & GUTTER. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND
AND SEEDING. 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT DIRECTLY OFF-SITE SHALL EE PROTECTED FROM SEDIMENT -LADEN STORM c EROSION PLANS, OR STORM WATER MANAGEMENT PLANS.
WASTE MATERIAL. LEAKAGE. PETROLEUM PRODUCTS WALL BE STORED IN TiGHTLY SEALED THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE
BALES AS REQUIRED 11. COMPLETE GRADING AND RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE
RUNOFF CURVE NUMBHRS III 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 YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED
1. PRE -CM uano N m - SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE RECOMMENDATIONS. AND THE NOTICE OF TERMINATION IS SUBMITTED THE REPORTS
2. DURING STRUCTiON = - BASIN 12. COMPLETE FINAL PAVING 8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE.
3. POST -C UCTION = - 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMULATED AND THAT ARE NOT ANTICIPATED TO BE RE -EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE FERTILIZERS
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 * THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS
SOILS: 5 CONTINUE CLEARING AND 14, WHEN ALL CONSTRUCTION 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 WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND
SEE SOIL BORING REP FOR SOILS DATA COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE BE WORKED INTO THE SOIL TO O REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND
SITE MAPS: GRUBBING ACTIVITY IS COMPLETE AND THE LIMIT EXPOSURE TO STORM WATER MAINTENANCE REPORT.
»SEE ATTACHED GRADE PLAN FOR PRE &POST DEVELOPMENT GRADES, 6. STOCK PILE TOP SOIL IF REQUIRED SITE IS STABILIZED, REMOVE ANY 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
AREAS OF SOILS, OIS ANCE, LOCATION OF SURFACE WATERS. WETLANDS, 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A
PROTECTED ARE M R STRUCTURAL AND NONSTRUCTURAL CONTROLS FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE 9. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT *PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE
AND STORM R DI ARGE POINTS. ON SITE AS REQUIRED SWALES/DIKES AND RESEED/SOD THE DAY -TODAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEALABLE PLASTIC BIN TO AVOID SPILLS. RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE.
* B. STABILIZE DENUDED AREAS AND AS REQUIRED SHALL ADDITIONALLY RECEDE MULCHING OF APPROXIMATELY 2 INCHES SEEING THAT THESE PROCEDURES ARE FOLLOWED. PAINTS SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION
SEE ATTACHED ERQSI TURBIDITY CONTROL PLAN FOR LOCATION OF STOCKPILES AS SOON AS AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE
PRACTICABLE
TEMPORARY STABS PRACTICES, AND TURBIDITY BARRIERS LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OR THE SEEDED ALL CONTAINERS WILL BE TiGHTLY SEALED AND STORED WHEN NOT EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD • SEE GENERAL NO REQUIRMENTS FOR TEMPORARY AND AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE WORKING ORDER.
PERMANENT STAB) HAZARDOUS WASTE STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING
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 8E ROLLED AND WATERED OR HYDROMULCHED OR OTHER NON -STORM WATER DISCHARGES
TIMING OF CONTROLS MEASURES SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS
T
1. TO A SITE s Ac. MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER
2. TOT TO BE DISTURBED a _ Ac. CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER. CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE
PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO DISCHARGES WILL OCCUR FROM THE SITE DURING THE
NAME OF RECEIVING A AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT REWIRED MANAGES DAY -TD -DAY SITE OPERATTONS,WILL BE RESPONSIBLE FOR SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE, CONSTRUCTION PERIOD:
FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS.
AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL CONTROL PRACTICES * WATER FROM WATER LINE FLUSHING
CONTROLS BASIN WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE
OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE TEMPORARY GRASSED AREA;, HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN ADD11ION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF
INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED).
THIS PLAN UTILIZES B S NAGEMENT PRACTICES TO CONTROL ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE
EROSION AND TURBIDITY SED BY STORM WATER RUN OFF. AN EROSION AND CONSTRUCTION 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 * UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION).
TURBIDITY PLAN HAS BEE REPAIRED 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= C OLS. IT IS THE CONTRACTORS RESPONSIBILITY AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE ALL NON -STORM WATER DISCHARGES WILL BE DIRECTED TO THE
12 MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS
TO INSTALL AND MAIN AI E GOITROUS PER PLAN AS WELL AS ENSURING WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE SEDIMENT BASIN PRIOR TO DISCHARGE.
THE PLAN IS PROVIDE 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 LA R 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
FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP CONTRACTOR'S CERTIFICATION
VERBAL DESCRIPTION OF CONTROLS THAT MAY BE IMPLEMENTED. IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP SUPPLIES.
REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE
STORM WATER MANA 13. PERMANENT EROSION CONTRI)L THE EROSION CONTROL FACIUTiES OF TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT
THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE
STORM WATER DRA WALL BE PROVIDED BY (DESRIPTION:) COABMS4 CONTROLS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT
OFFSITE FACILITIES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A
INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH
FOR THE PROJECT. AR ICH ARE NOT TO BE CONSTRUCTED ON, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TARPAULIN. GLOVES, GOGGLES, LIQUID ABSORBENT INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED
14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY (i.e. KITTY UTTER OR EQUAL),
WILL BE REGRADED 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 AS PART OF THIS CERTIFICATION.,
COMPLETE, WHEN CON i ON IS COMPLETE. A TOTAL OF _ ACRES WILL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN FOR THIS PURPOSE.
HAVE BEEN REGRAD i ACRES LEFT UNDISTURBED. THE SITE DISCHARGES CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED
TO A WET DETENTION S WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS TO PREVENT TURBID OR POLLUiED WATER FROM LEAVING THE PROJECT SITE OR SODDEDALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
WILL BE USED TO INiERC SEDIMENT BEFORE ENTERING THE PERMANENT THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN
ON THE EROSON AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL THE MATERIALS OR SUBSTANCES LISTED TION BELOW ARE EXPECTED TO BE
DETENTION BASIN. THE DETENTION SYSTEM IS DESIGNED WITH A _DAY STRUCTURAL PRACTICES PRESENT ONSITE DURING CONSTRUCTION: THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WALL
MINIMUM RESIDENCE VOL THIS IS IN ACCORDANCE OATH THE REQUIREMENTS MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL., STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM
SET FORTH BY THE ST. NS RIVER WATER MANAGEMENT DISTRICT FOR THIS LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE CONTACT WITH A HAZARDOUS SUBSTANCE.
MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS El El ❑ Wood
TYPE OF DEVELOPMENT E TIME OF PERMITTING. USED TO DIVERT RUNOFF 11HROUGH ASEDIMENT-TRAPPING FACILITY.
q REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND IT SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. ❑ Asphalt ❑ Petroleum Based Products ❑ Masonry Blocks SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE
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 I CONTROLS/MEASURES SITE BY THE REGULATORY AGENCIES. 2. TEMPORARY SEDIMENT TRAFI: A SEDIMENT TRAP SHALL BE INSTALLED IN❑Detergents 171 Paints ❑Metal Studs SIZE OF THE SPILL.
AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF 13
REFER TO " CONTRALTO ESPONSIBILITY FOR THE TIMING OF EROSION AND SEDIMENT CONTROI� DISCHARGE FROM A DISTURBED AREA. ❑ --- --` ❑ THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO
CONTROL/MEASURES. ' STABILIZATION PRACTICES THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP
INDEPENDANTLY OR IN CONJUNCTiON WITH A TEMPORARY DIVERSION SPILL PREVENTION THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT p�
i. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW U Z
CERTIFI A NOF COMPLIANCE WITH DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE DIKE: CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.
FEDERAL, ST E AND LOCAL REGULATIONS FOLLOWING LIMITATIONS: A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION 1S MATERIAL MANAGEMENT PRACTICES
A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY -TODAY SITE VI
IN ACCORDANCE WI THF AL., STATE AND LOCAL LAWS RELATED TO STORM B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. a
WATER MANAGEMENT OSION AND TURBIDITY CONTROLS, THE FOLLOWING THE STRUCTURE. REFER TO D-902 FOR CONSTRUCTION OFA OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE/SIRE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO
CONIRIBUIING DRAINAGE AREA IS NO GREATER THAN 2 ACRES CURB INLET SEDIMENT FiLTER, AND D-904 FOR CONSTRUCTION OFA WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE
PERMITS HAVE BEEN T C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS.
D.E.R. DREDGE/FIL ERMIT D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE DROP INLET SEDIMENT FILTER. GOOD HOUSEKEEPING INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE
B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL
C.O.E. DREDGE/Fl ERMIT BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE PERSONNEL VALL BE POSTED IN THE MATERIAL STORAGE AREA AND IF
S.J.R.W.M.D. M.S.S. I PERMIT NjN THERE IS THE POSSIBIUTY OF A WASHOUT. IF NECESSARY, MEASURES HEAVY CONCENTRATED INFLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT.
11 SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE APPLICABLE, IN THE OFFICE TRAILER ONSITE.
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED •
AGAINST WASHOUT. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REWIRED TO N
POLLUTION P ENTION PLAN CERTIFICATION AREAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP
REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY DO THE J08a
BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER SEDIMENT iRAP. MAINTENANCE/INSPECTION PROCEDURES
1 CERTIFY UNDER PEN LAW THAT THIS DOCUMENT AND ALL LOCATION, MATERIAL & USAGE. C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY
ATTACHMENTS WERE R ED UNDER MY DIRECTION OR SUPERVISION IN 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 Sr,DESIGNED TO ASSURE THAT QUALIFIED 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE W
PERSONNEL PROPERLY G FRED AND EVALUATED THE INFORMATION DISTURBED AREAS SUBJECT TO MEET AND RILL EROSION WITH THE SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. = v
SUBMITiED. BASED ON M QUIRY OF THE PERSON OR PERSONS WHO FOLLOWING LIMITATIONS: AS IN STREET OR HIGHIIVAY MEDIANS. REFER TO D-905 FOR • PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE
MANAGE THE SYSTEM, OSE 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 Y,I
GATHERING THE INFORMA , THE INFORMATION SUBMITTED IS, TO THE B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM WITHOUT WRIiTEN PERMISSION FROM THE ENGINEER.
BEST OF MY KNOWLEDGE D BELIEF, TRUE, ACCURATE, AND COMPLETE. I CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. 3. OUTLET PROTECTION: APPUi'ABLE TO THE OUTLETS OF ALL PIPES AND Vi
AM AWARE THAT TH E E. SIGNIFICANT PENALTIES FOR SUBMITTING FALSE REFER TO CITY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS * ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, PO
RECOMMENDED BY THE MANUFACTURER. THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERA11ON OR
INFORMATION, INCLUDErG E POSSIBILITY OF FINE AND IMPRISONMENT FOR OF THE FILTER FABRIC BARRIER. & SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCES & SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST DICE A WEEK AND
KNOWING VIOLATIONS. I HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER.
3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHARING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL. * VMENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE
BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE DISPOSING OF THE CONTAINER. * ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING
ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. 4. SEDIMENT BASIN: WILL BE (INSTRUCTED AT THE COMMON DRAINAGE ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF
SIGNED: LOCATIONS THAT SERVE ADI AREA WITH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL REPORT.
CITY ENGINEER 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED INHERE 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 AS SEDIMENT BASINS. THESE * BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WEN 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 OF THE FENCE. Owl
it
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 t?
i
PROSSER
n
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
DATE : JULY 2015
PROJECT No. : 11400 1. 01
DESK"M By: J B D
DRAWN By: DPT
SCALE : AS NOTED
No. Date Revrdon
STORMWATER
POLLUTION
PREVENTION
PLAN
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Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
STATIONAUTOMOBILE SERVICE
AUTOMOTIVE
SERVICE
DATE : JULY. 2015
PROJECT NO.: 114001.01
DESKya) By: J B D
DRAWN By: DPT
SCALE: AS NOTED
N0. Date RevIMM
THS DRAY" NOT FELEASM FOR
OONSTRLCTM MLESS 80 NOTED
ABOVE
MET STORMWATER
POLLUTION
PREVENTION
PLAN—CONTRACTORS
CERTIFICATION
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Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
STATIONAUTOMOBILE SERVICE
AUTOMOTIVE
SERVICE
DATE : JULY. 2015
PROJECT NO.: 114001.01
DESKya) By: J B D
DRAWN By: DPT
SCALE: AS NOTED
N0. Date RevIMM
THS DRAY" NOT FELEASM FOR
OONSTRLCTM MLESS 80 NOTED
ABOVE
MET STORMWATER
POLLUTION
PREVENTION
PLAN—CONTRACTORS
CERTIFICATION
576 C10.0
STATE OF
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0
TRUNK WRAPPED W/ L0 tS OF BURLAP
DER WOOD PADS i -UF WITH TWINE
KVXIB' WOOD PA E
METAL STRAPS
NOT PENETRATE
rO TRUNCK
(4' WOOD BRACE I ILI
D AND STAKE (3
MULCH
BE PLACED 1' kLO iRADE
3' TEMPORARY BER
2'X4'X30' WOOD S
12' A3 SAND/C ST TURE
COMPACTED EXIST. 01 ACKFILL
II'
NORTH
STREET
FRONTAGE
METAL STRAP
TRUNK WRAPPED W/20 LAYERS
OF BURLAP UNDER WOOD PADS
SECURED WITH TWINE
(3) 2'X4'XIB' WOOD PAD SECURED
W/ METAL STRAPS -
DO NOT PENETRATE NAILS
INTO TRUNK
2'X4' WOOD BRACE NAILED TO
PAD AND STAKE (3 EA. PALM) TOP OF ROOTBALL 2'
3' TEMPORARY BERM ABOVE BACKFILL
3' MULCH TO BE PLACED
1' BELOW GRADE
2'X4'X30' WOOD STAKE
12' SOIL MIX
y 1B' YARD SAND
ter EDGE OF TREE PIT
COMPACTED BACKFILL
PALM TREE PLANTING DETAIL
STURDIVANT AVENUE
6' NORTH (50' ROW)
STREET
RONTAGE
ti41
I
f
n
NOT TO SCALE
41' NORTH
STREET -
['_FRONTAGE
TEMP. MULCH DAM
3/4' STRAP THROUGH 3/4' WIRE
Z❑OTBAL (NO SOIL)
CINCH BUCKLE TENSIONED
_-...._.._..
TIGHT OVER 2X4 WOOD
___......_.
BOARD (LENGTH EQUAL TO
(1/4 S❑IL CONDITIONER & 3/4 YELLOW SAND ROOTBALL DIAMETER)
:KPILED LIMER❑CK FREE TOPSOIL)
TOP OF ROOTBALL 2'
4. All plant material shall be container grown or B&B. B&B
ABOVE BACKFILL -
LIMEROCK-FREE S❑IL OR
SAND (COMPACTED)
.Y SPACED VERTICAL SPLICES
r
€€
ALL IS CONTAINER GROWN
a�
.
_BED VD)TH VARIES (TYP.W) I
SHRUB PLANTING DETAIL._
145' NORTH
STREET FRONTAGE
f
jj
_.... .,_:_... ..... _l C 1
+ +oi
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.pMp _. :.._...._....,;h( r-.__.._.__.. ...._._U:.. GWU....._..__.._.....LyXI..... ._ --.. 5.a .........._......:�HII .�
......�__.._..___ - - ____. __ _ __ __.....
225' SOUTH
STREET FRONTAGE
ATLANTIC BOULEVARD
(105' ROW) __._.._..__.. ._.._..__.._._..___.
i
37 PT
I STORY STJOOD AND ROOD FRAME
FFE-840
� OMC
NOTE: PALM PLACEMENTS = SHADE TREES AND 4 NON -SHADE TREES
SOD PASPALUM SOD ALL 4:1 TATUM SLOPES ORGRE RGE r'NE BAHIA" -TSA FREE (WEED FREE) - - -
ER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR
SELECTED SOD SPECIES MEE ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL
*PLANT LIST LEGEND: N-NATI FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008,
OHE OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST)
A
3/4' WIDE POLYESTER STRAP
WITH BLACK PLASTIC
OR METAL TOGGLE - 2 OR
4 PER TREE
<ANCHOR SYSTEM 2)
11W SINGLE OR MULTI -TRUNKED TREE
ATER BAG IF NO AUTOMATIC IRRIGATION
F B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE &
ALL NYLON STRING, STRAPS, & PLASTIC WRAP
O❑D SCREW
PTIONAL TEMP. MULCH DAM
AROUND ROOTBAL <NO SOIL)
3' MULCH
SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND
OR STOCKPILED LIMEROCK FREE TOPSOIL)
EXISTING LIMEROCK-FREE SOIL OR
YELLOW SAND (COMPACTED)
8 EQUALLY SPACED VERTICAL SPLICES
IF ROOTBALL IS CONTAINER GROWN
- 2X2 PINE OR STEEL U -CHANNEL FENCE
POST ANCHOR STAKE CONE ON EACH SIDE OF
a I ROOTBALL <ANCHOR SYSTEM 1)
warem.L mm� -4
I 1/2 x BAu DIAMETER I
BED WIDTH VARIES (TYP.80
TREE PLANTING DETAIL
NOT TO SCALE P LAN Q�I " `� I I N U NU 0 I E
1. The LANDSCAPE CONTRACTOR is responsible for verifying project
site conditions and all quantities indicated on these plans before
commencing any work. LANDSCAPE CONTRACTOR shall notify the
LANDSCAPE ARCHITECT if soil conditions are poorly drained to
determine is substitution of materials is necessary.
2. Soil tests shall be provided to evaluate various areas of the
landscape (especially the parking lot islands) for pH, available
nutrients, phosphorus content, bulk density, etc. This will serve
S _:. SST .... `% to ensure proper plant selection according to prevailm soil
conditions,
l
conditions, what lime/sulphur applications are needed (if any)
and long-term survival of plant material.
_ ........ .... .�, ��t�,�,"..".�: 3. All plant material shall be Florida Grade No. 1 or better
PROPERTY
FRONTAGE/
AREA
EE
GA TE STATION ATLANTIC BEACH - PLANT LIST
_-...._.._..
_..._.._ ._..._
___......_.
...........
QTY
SYM
4. All plant material shall be container grown or B&B. B&B
DE
IPTION
materials shall be "hardened off" root pruned during field
SIZE
SPACING
NOTES*
rn
SALT
TOLERANCE
4
0
QV
QUERCUS VIRGINIANA
rn
EDRAL LIVE OAK"
10'-12'
x
5-6', 2" CAL., 4' CT., MATCHED
AS SHOWN
N, FYN,
FF,
WW
HIGH
3
a
LI
LAGERSTROMEIA INDICA
6. All plants shall conform to the varieties indicated in the
'TCHEZ CRAPE MYRTLE"
10'-12'
X
6', 3 TRK ® 2" EA., 4' CT, MATCHED
AS SHOWN
FYN, FF,
WW,
OHE
MEDIUM
3
0
TA
TAXODIUM ASCENDENS "P
D CYPRESS"
14'-16' x
7-9', 4" CAL., 6' CT, MATCHED
AS SHOWN
N, FYN,
FF,
WW
MEDIUM
4
®
UP
ULMUS PARVIFOLIA "DRAK
ELM"
10'-12' x
5-6', 2" CAL., 4' CT., MATCHED
AS SHOWN
FYN, FF,
WW,
OHE
MEDIUM
23
989
SP
SABAL PALMETTO "CABBA
PALM"
10'
CT., FULL, HURRICANE CUT
AS SHOWN
N, FYN,
FF,
WW
HIGH
5
LJT
LIGUSTRUM JAPONICA "TR
FORM LIGUSTRUM"
10'
x 10',
3 TRK, 4' CT., MATCHED
AS SHOWN
FYN, FF,
WW, OHE
HIGH
112
0
LJ
LIGUSTRUM JAPONICA "LI
TRUM
24"
x 24",
FULL, MATCHED
36" OC.
FYN,
FF,
WW
HIGH
73
Q
PT
PITTOSPORUM CVS "PITTO
DRUM"
24"
x 24",
FULL, MATCHED
36" OC.
FYN,
FF,
WW
HIGH
26
®
IVN
ILEX VOMITORIA "SCHILLIN
HOLLY"
16"
x 16",
FULL, MATCHED
36" OC.
N, FYN,
FF,
WW
HIGH
21
PM
PODOCARPUS MACROPHYL
S "JAPANESE YEW"
24"
x 24",
FULL, MATCHED
36" OC.
FYN,
FF,
WW
MEDIUM
51
ZF
ZAMIA FLORIDANA "FLORI
COONTIE"
18"
x 18",
FULL, MATCHED
36" OC.
N, FYN,
FF,
WW
HIGH
37
FAX
TRIPSACUM DACTYLAIDES
WARF FAKAHATCHEE"
18"
x 18",
FULL, MATCHED
36" OC.
N, FYN,
FF,
WW
MEDIUM
34
++ +
JP
JUNIPERUS CHINENSIS "P
ONII JUNIPER"
16"
x 18",
FULL, MATCHED
30" OC.
FYN,
FF,
WW
MEDIUM
NOTE: PALM PLACEMENTS = SHADE TREES AND 4 NON -SHADE TREES
SOD PASPALUM SOD ALL 4:1 TATUM SLOPES ORGRE RGE r'NE BAHIA" -TSA FREE (WEED FREE) - - -
ER, 10' FROM EOP AND ALL DISTURBED ROW. COORDINATE FURTHER GRASSING WITH GENERAL CONTRACTOR
SELECTED SOD SPECIES MEE ALL CURRENT LANDSCAPE AND IRRIGATION REQUIREMENTS. ANY VARIABLE WILL REQUIRE GOVERNMENT APPROVAL
*PLANT LIST LEGEND: N-NATI FYN- FLORIDA YARDS & NEIGHBORHOODS 2006, FF- FLORIDA FRIENDLY, WW- WATER WISE 2008,
OHE OVERHEAD ELECTRIC (ACCEPTABLE PLANT LIST)
A
3/4' WIDE POLYESTER STRAP
WITH BLACK PLASTIC
OR METAL TOGGLE - 2 OR
4 PER TREE
<ANCHOR SYSTEM 2)
11W SINGLE OR MULTI -TRUNKED TREE
ATER BAG IF NO AUTOMATIC IRRIGATION
F B&B, REMOVE TOP 1/2 OF BURLAP & WIRE CAGE &
ALL NYLON STRING, STRAPS, & PLASTIC WRAP
O❑D SCREW
PTIONAL TEMP. MULCH DAM
AROUND ROOTBAL <NO SOIL)
3' MULCH
SOIL MIX (1/4 SOIL CONDITIONER & 3/4 YELLOW SAND
OR STOCKPILED LIMEROCK FREE TOPSOIL)
EXISTING LIMEROCK-FREE SOIL OR
YELLOW SAND (COMPACTED)
8 EQUALLY SPACED VERTICAL SPLICES
IF ROOTBALL IS CONTAINER GROWN
- 2X2 PINE OR STEEL U -CHANNEL FENCE
POST ANCHOR STAKE CONE ON EACH SIDE OF
a I ROOTBALL <ANCHOR SYSTEM 1)
warem.L mm� -4
I 1/2 x BAu DIAMETER I
BED WIDTH VARIES (TYP.80
TREE PLANTING DETAIL
NOT TO SCALE P LAN Q�I " `� I I N U NU 0 I E
1. The LANDSCAPE CONTRACTOR is responsible for verifying project
site conditions and all quantities indicated on these plans before
commencing any work. LANDSCAPE CONTRACTOR shall notify the
LANDSCAPE ARCHITECT if soil conditions are poorly drained to
determine is substitution of materials is necessary.
2. Soil tests shall be provided to evaluate various areas of the
landscape (especially the parking lot islands) for pH, available
nutrients, phosphorus content, bulk density, etc. This will serve
S _:. SST .... `% to ensure proper plant selection according to prevailm soil
conditions,
l
conditions, what lime/sulphur applications are needed (if any)
and long-term survival of plant material.
_ ........ .... .�, ��t�,�,"..".�: 3. All plant material shall be Florida Grade No. 1 or better
• p p un ess
authorized in writing by the LANDSCAPE ARCHITECT. If proof is
submitted that any plant specified in not obtainable, a proposal
will be considered for use of the nearest equivalent size or
variety with corresponding adjustment of contract price.
8. Plant material locations and bed outlines shall be staked or
flagged on site by the CONTRACTOR and shall be adjusted if required
to fit actual as -built conditions on site and approved by the owner
or owners representative.
9. All proposed tree planting locations shall be staked or flagged
before installation by the LANDSCAPE ARCHITECT and approved by the
owner or owners representative.
10. The CONTRACTOR shall estimate the depth of the planting hole
by measuring the distance between the point where the topmost root
emerges from the trunk and the bottom of the root ball. The planting
hole shall be slightly shallower than this distance. No more than 2 to 3
inches of the root ball needs to be above the soil unless the site is
poorly drained. Poorly drained soil requires planting depths even or
higher. Planting holes dug too deep are required to have soil added to
the bottom and loosely compacted. If planting holes should fill with
water as it is dug, position the bottom of the root ball above the
water and mound soil to cover the sides of the ball. The hole shall
be at least 1.5 times the diameter of the root ball. Wider holes shall
be used for compacted soil and wet sites.
11. The soil shall be freshly tilled and large clods of soil broken up. The
growing medium shall be settled and firm at the time of herbicide
application. Herbicides may be mechanically incorporated by mixing into
top layer at a depth of 1-3 inches.
12. All backfill around plant material shall be worked firmly by slicing
r a shovel down into the backfill 20 to 30 times around the tree as you
add backfill soil. Large clumps shall be broken up. Do not pack the
_-^ backfill. Only step firmly on backfill soil to stabilize the root ball. The
top of the root ball shall remain 1 inch (small trees) to 3 inches (large
trees) or approximate) 10% above rade. Do not over -pack the loosened
Y 9 P
soil when wet. Add 10 to 20 gallons of water to the rootball and backfill.
Fill in any holes or depressions with backfill soil. Do not attempt to
eliminate air pockets by compaction. Water infiltrating the backfill soil
will eliminate large air pockets.
13. LANDSCAPE CONTRACTOR shall bear final responsibility for
proper surface drainage of planted areas. Any discrepancy in the
drawings, obstruction on the site, or prior to work done by any
other party, which the CONTRACTOR feels precludes establishing
proper drainage shall be brought to the attention of the LANDSCAPE
ARCHITECT. for correction or relief of said responsibility.
14. When planting on slopes, set tree so top -most root in the ball on
the uphill side is even with the soil. The side of the root ball on the
downhill side will be well above the surrounding soil. Soil shall cover the
sides of the root ball. Mulch shall cover the edge of the rootball and not
piled on top.
15. Planting beds shall be cut or edged to form a uniform clean
line between beds and lawn areas.
16. After all plant material in a plant bed area has been installed and
approved, the areas between plants shall be raked to an even grade to
conform to premulching finish grades. All planting beds and plant saucers
shall then be uniformly covered with a minimum two (2) to three (3) inches
of #2 grade or better of pine bark nuggets.
GATE STATION AT ATLANTIC BEACH - LANDSCAPE REQUIREMENTS
PROPERTY
FRONTAGE/
AREA
nursery grown in accordance to Florida Grades and Standards
GREEN AREA
PROV'D SF
TREES REQ'D /
SHADE REQ'D
SHRUBS
REQ'D
handbook.
4. All plant material shall be container grown or B&B. B&B
materials shall be "hardened off" root pruned during field
37,987 SF
3798
production and shall be dug at least several weeks before
rn
planting is performed.
3798 x .25 = 950/9
C5.
Plants shall be sound, healthy and vigorous, well branched and
rn
Un
D
densely foliated when in leaf. They shall be free of disease,
Dn
O (
� Z
insects, eggs or larvae andshallhave healthy, well developed root
Z --1
o
systems. They shall be free from physical damage or adverse
D
conditions that would prevent thriving growth.
M
_
6. All plants shall conform to the varieties indicated in the
C
plant list.
223 LF
2230
2444
7 Substitution oflant materials will not be ermitted I
• p p un ess
authorized in writing by the LANDSCAPE ARCHITECT. If proof is
submitted that any plant specified in not obtainable, a proposal
will be considered for use of the nearest equivalent size or
variety with corresponding adjustment of contract price.
8. Plant material locations and bed outlines shall be staked or
flagged on site by the CONTRACTOR and shall be adjusted if required
to fit actual as -built conditions on site and approved by the owner
or owners representative.
9. All proposed tree planting locations shall be staked or flagged
before installation by the LANDSCAPE ARCHITECT and approved by the
owner or owners representative.
10. The CONTRACTOR shall estimate the depth of the planting hole
by measuring the distance between the point where the topmost root
emerges from the trunk and the bottom of the root ball. The planting
hole shall be slightly shallower than this distance. No more than 2 to 3
inches of the root ball needs to be above the soil unless the site is
poorly drained. Poorly drained soil requires planting depths even or
higher. Planting holes dug too deep are required to have soil added to
the bottom and loosely compacted. If planting holes should fill with
water as it is dug, position the bottom of the root ball above the
water and mound soil to cover the sides of the ball. The hole shall
be at least 1.5 times the diameter of the root ball. Wider holes shall
be used for compacted soil and wet sites.
11. The soil shall be freshly tilled and large clods of soil broken up. The
growing medium shall be settled and firm at the time of herbicide
application. Herbicides may be mechanically incorporated by mixing into
top layer at a depth of 1-3 inches.
12. All backfill around plant material shall be worked firmly by slicing
r a shovel down into the backfill 20 to 30 times around the tree as you
add backfill soil. Large clumps shall be broken up. Do not pack the
_-^ backfill. Only step firmly on backfill soil to stabilize the root ball. The
top of the root ball shall remain 1 inch (small trees) to 3 inches (large
trees) or approximate) 10% above rade. Do not over -pack the loosened
Y 9 P
soil when wet. Add 10 to 20 gallons of water to the rootball and backfill.
Fill in any holes or depressions with backfill soil. Do not attempt to
eliminate air pockets by compaction. Water infiltrating the backfill soil
will eliminate large air pockets.
13. LANDSCAPE CONTRACTOR shall bear final responsibility for
proper surface drainage of planted areas. Any discrepancy in the
drawings, obstruction on the site, or prior to work done by any
other party, which the CONTRACTOR feels precludes establishing
proper drainage shall be brought to the attention of the LANDSCAPE
ARCHITECT. for correction or relief of said responsibility.
14. When planting on slopes, set tree so top -most root in the ball on
the uphill side is even with the soil. The side of the root ball on the
downhill side will be well above the surrounding soil. Soil shall cover the
sides of the root ball. Mulch shall cover the edge of the rootball and not
piled on top.
15. Planting beds shall be cut or edged to form a uniform clean
line between beds and lawn areas.
16. After all plant material in a plant bed area has been installed and
approved, the areas between plants shall be raked to an even grade to
conform to premulching finish grades. All planting beds and plant saucers
shall then be uniformly covered with a minimum two (2) to three (3) inches
of #2 grade or better of pine bark nuggets.
GATE STATION AT ATLANTIC BEACH - LANDSCAPE REQUIREMENTS
PROPERTY
FRONTAGE/
AREA
GREEN AREA
REQUIRED SF
GREEN AREA
PROV'D SF
TREES REQ'D /
SHADE REQ'D
SHRUBS
REQ'D
SHRUBS
PROV'D
INTERIOR VUA
37,987 SF
3798
4051
10 / 5
3798 x .25 = 950/9
106
106+
STREET FRONTAGE
NORTH
223 LF
2230
2444
5 13
223 x .75 = 169/3
56
56+
SOUTH
225 LF
2250
2608
5 13
223 x .75 = 169/3
56
56+
EAST
77 LF
770
989
2 / 1
77 x .75 = 58/3
19
19+
ADJACENT PROPERTY
WEST
200 LF
1000
1491
4 12
200 x.75 = 150/3
50
50+
TOTAL
10048
11583
26 /14 7
287
354
NOT TO SCALE
ANCHOR SYSTEM 1
2X2 PINE OR STEEL U -CHANNEL FENCE
POST ANCHOR STAKE ONE W EACH SIDE OF
ROOTBALL U OR 2 PER TREE)
!�- ROOTBALL
TREE TRUNK
17. Before fertilization a soil and/or foliar nutrient analysis shall be
performed to determine whether phosphorus fertilizer with 30% slow
release nitrogen will be required. All planting bed areas shall be fertilized
approximately 4-6 weeks after installation.
18. Plant material soil shall be "native" soil that was removed from the
planting hole. If soil is badly contaminated, good quality soil shall be used
as replacement after contaminated soil has been completely removed from
planting area.
19. After sodding is completed, the entire side areas shall be watered b
hand or irrigation system each day for two weeks. After approximately one
month of installation, sodded areas shall then be top dressed with a 15-0-15
commercial slow-release fertilizer at a rate of 6.67 pounds per 1,000 square
feet of area in an evenly broad -case pattern.
20. The LANDSCAPE CONTRACTOR is responsible for all fine grading
preparation for planting. Apply pre -emergent to all beds prior to planting.
21. Rough grades will be established by the owners general
contractor at approximately 3 inches below curbs, sidewalks,
hardscape amenities, mowing strips and abutments. All materials
shall be a minumim 30" from buildings or walks.
22. CONTRACTOR shall coordinate construction of planting areas
with installation of irrigation system.
23. Where seeding may be required on the plans, germination rate
shall be the maximum percentage required for the variety specified
at the rate of application specified.
24. Sod areas shall be SPECIFIED Grass. Grass for sodding
shall be freshly cut in squares one foot wide by two feet long.
Sod shall be healthy, free of insects and weeds, in naturally flourishing
conditions. Dry, brown and unfresh sod will be rejected.
25. Sod shall be laid end to end and side to side in a staggered
line to form a uniform layer. All uneven edges shall be squarely
trimmed to allow close and firm fitting of each piece.
26. After sodding is completed, the entire sod areas shall be
watered by hand or irrigation system each day for two weeks.
Sodded areas shall then be top dressed with a commercial fertilizer
as directed herein at the rate of 12 pounds per 1000 square feet of
area in an evenly broad case pattern.
27. The LANDSCAPE CONTRACTOR is responsible for fully maintaining
all plant material on site during and before planting, until the
work in accepted by the LANDSCAPE ARCHITECT and/or owner.
The LANDSCAPE CONTRACTOR is responsible for removing tree stakes
after tree is established.
28. All plants shall be guaranteed by the LANDSCAPE CONTRACTOR to
be healthy plants and in flourishing condition of active growth for
ninety (90) days from final inspection and acceptance. All trees
shall be guaranteed an additional one year from final inspection
and acceptance.
29. The LANDSCAPE ARCHITECT, owner or owners representative shall
have the right to reject any and all work which in his opinion does
not meet with the requirements of the specifications at any stage
of the project operation.
30. In general, the work shall proceed as rapidly as the site
becomes available. Keep all areas of work clean, neat, and orderly
at all times.
31. There will be special care to all existing trees to be
retained on site to avoid construction damage.
32. An automatic irrigation system is to be provided and
a shopdrawing g of the layout and
design must be submitted to the governmental agency, for review
and approval, prior to installation.
33. Irrigation system shall be fully automatic, providing 100%
coverage to all planting areas, with all pop up heads in lawn area.
34. Irrigation station shall be set where there will be no mixing
of shrub and lawn areas, fixed spray heads with gear driven heads
or impacts. Shrub risers shall be minimum 2.5' from eop and
all heads minimum 2' from buildings.
35. A double check backflow prevention (or approved equal); equal
to a DCA -100; to be mounted in a rectangular valve box 1 10")
on the service side of the meter and immediately adjacent to the
water meter.
36. After the landscape plan is approved by the governmental
agency any subsequent changes must be resubmitted
for review and approval.
37. Shade trees shall be planted minimum 4' from EOP and 15' from OHE.
38. Do not plant trees below Normal Water Line (NWL) see civil drawings.
Sod all 4:1 or greater slopes. Seed all other disturbed areas.
PARKING TABLE
USE REQUIRED PROVIDED
AUTO SERVICE STATION 160 400sf
RESTAURANT 19(1/4 SEATS
45,J
ON -STREET PARKING TABLE
I EXISTING
ITOTAL 11
*THE NUMBER OF PARKING SPACES DEPICTED IN
THIS SITE PLAN IS SUBJECT TO A DECISION IN
CASE NO. 16 -2014 -CA -7714 PENDING IN THE
CIRCUIT COURT, 4TH JUDICIAL CIRCUIT, DUVAL
COUNTY, FLORIDA AS TO THE NUMBER OF
PARKING SPACES TO WHICH ATLANTIC BEACH
DINER IS ENTITLED UNDER ITS LEASE, AND IS
SUBJECT TO MODIFICATION IF REQUIRED BY
THAT DECISION.
NOTE:
ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC
RIGHT-OF-WAY REQUIRES A SEPARATE PERMIT BY THE DEPT OF
PUBLIC WORKS. PROVIDE A MIN. 3' CLEARANCE FROM THE EDGE
OF DRIVEWAYS TO ANY SUCH STRUCTURE SUCH AS INLETS, TRANSFORMERS,
POLES, ETC., IN RIGHT-OF-WAY EASEMENT.
CONTACT SJRWMD AND ANY OTHER GOVERNMENTAL
AGENCIES PRIOR TO WORK IN JURISDICTIONAL WETLANDS
40
48 HOURS BEFORE YOU DIG
CALL SUNSHINE
1-800-432-4770 30 0 15 30
/TS AELAWNfiAPAVA
111
r1F1r1EW,.,_I
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
AUTOMOBILE
SERVICE STATION
WITH MINOR
AUTOMOTIVE
SERVICE
DATE OCTOBER 12 2015
PROJECT NO. 114001.01/ 30715
DESIGNED BY JOW
DRAWN BY- JOW
SCALE : 1:30
No. I Date Revision
1 10-12-15 ISITE DEVELOPMENT PLAN
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE
SHEET TITLE
LANDSCAPE
PLAN
L-1
JANE 0 ITM LL LA�j
LA00001 8
DAT S H E E T
SITE PHOTOMETRIC PLAN 0 20' 40'
i
SCALE: 11"= 20'-0" SCALE: 1" = 20'
i
10/12/2015 10:21:55 AM, Simes & Rosch, LLC
FLORIDA ENERGY CODE EXTERIOR LIGHTING DATA
EXTERIOR UNCOVERED PAVED AREA: 43,765 S.F.
UNCOVERED PARKING AREA WATTAGE: 2,625W (ALLOWED)
UNCOVERED PARKING AREA WATTAGE: 2,508W (ACTUAL)
FBC BASELINE FOR ZONE 2: 0.06 W/SF (ALLOWED)
TOTAL SITE W/SF: 0.057 W/SF (ACTUAL)
SALES CANOPY AREA: 5,928 S. F.
SALES CANOPY WATTAGE: 3,556W (ALLOWED)
SALES CANOPY WATTAGE: 3,46OW (ACTUAL)
FBC BASELINE FOR ZONE 2: 0.60 W/SF (ALLOWED)
TOTAL CANOPY W/SF: 0.58 W/SF (ACTUAL)
TM
PROSSER
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
AUTOMOBILE
SERVICE STATION
WITH MINOR
AUTOMOTIVE
SERVICE
�P�,�GENSF Fs
No. 51249
p ) STA E'0 F
4
�0R10
SS/ONA1- E� .
Digitally signed by David W Simes
DN: c=US, o=ldenTrust ACES
Business Representative, ou=SIMES
AND ROSCH LLC, cn=David W Simes,
0.9.2342.19200300.100.1.1=A010980
0000014CC3F9DD99000122E5
Date: 2015.10.12 10:26:02 -04'00'
Consulting Engineers
3020 Hartley Road, Suite 100
Jacksonville, Florida 32257
FL. Cert. of Auth. 8107
Ph: (904) 260-3031
Fax: (904) 260-9273
DATE :OCTOBER 12, 2015
PRO.ECT NO.: 114001.01
DESIGNED By: D W S
DRAWN BY : J LS
SCALE: AS NOTED
No. Date Revhgon
1 10-12-15 SITE DEVELOPMENT PLAN
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE
SHEET TITLE
SITE
PHOTOMETRIC
PLAN
SL -1.0