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—'�/ \ P
No.
Date
Revision
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
10
10
17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
4
3/13/18
REVISED PER COJ COMMENTS
5
'+/LU
18
REVISED PER COAB REVIEW
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HE
x " 1 \1 �s� I 1 -. �--'w E —� UTILITY PLAN
I � 1�. i�1 �i' ,
TCM
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el
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? 2 J - - 4i
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sF� t�' CATCH BA / �` `; Z' 0' 15' 30' 60'
�� (',f' (H.7.5) `�4 Always call 8i1 before you dig. s H E E T
P p
KEY MA '
' J —1 �Q. / 0 X lg. 1 41 G._ Xkg bl
NOT TO SCALE u
*AN*
N %
E---
IZ
I L_ I I V I I TA I
!OR"Y
NOT TO SCALE
800± LF
I If I- I h t ri Y UrIA114 I ID
0 TR
§
MAX. FIRE HOSE PATH
DISTANCE BETWEEN 400± LF
FIRE HYDRANTS
(0/ 6" DR -18 PVC FIRE MAIN 450± LF
MAX. FIRE HOSE PATH
ILL
225± LF
J; Always call 8:Li before you di
BEACO"N" POINTE
4�
PROPOSED INDEPENDENT
6
�4" It LIVING FACILITY
�!�v (5 t,0 8000 FLEET LANDING BOULEVARD
130 UNITS / 79,917 S.F.
R TO ARCHITECTURAL PLANS If
(REFE
FOR EXACT BUILDING DIMENSIONS) Q
N
V_ F.F.E. 10.50 NGVD (9.40 NAVD)
Z
/11`0
W
NOTE: C E
V
THIS BUILDING SERVED BY AN
,AUTOMATIC FIRE SPRINKLER SYSTEM. L_�j
I Z),
Nn
Always call 811 before y4oui915
1 1. 1 i v,
t) Nv
SCALE IN FEET
01
"IN
15' 30' 60'
6)
..,dA
DATUM NOTE:
THIS PROJECT'S SURVEY AND DESIGN IS
'BASED ON NGVD 1929 VERTICAL DATUM.
TO CONVERT FROM NGVD 1929 TO NAVD
'88, SUBTRACT 1.099 FEET.
4 DFI-1 8 PVC WATER MAIN FIRE HYDRANT ASSEMBLY,
LOCATION #6 (NEW),
6" GATE VALVE
��t) C)
x8"x8" TEE, 8" GATE VALVE
0
8" DR -18 PVC FIRE MAIN
DISTANCE BETWEEN
76 LF 0 8" SDR -26 PVC
FIRE HYDRANTS
SANITAF1Y SEWER
r
300± LF
:ANOUT
CLE
8"x6" REDUCER, MAX. FIRE HOSE PATH
—F
ON 6" GATE VALVE INV, EL. 5.50
= 150± LF
FIRE HYDRANT ASSEMBLY,
FLOOD STORAGE COMPENSATION J,
TR #8 1
LOCATION #5 (NEW),
1 -
_dARKM iLl]'l - aft .6�
E 8"xWx6" TEE, 6" GATE VALVE WETLAND CREATION AREA #IS
TR �FO
CITY OF ATLANTIC I
BEACH T R 79
STORMWATER
m
4
MANAGEMENT FACILITY # I'
F
WET DETENTION POND 6" DR -18 PVC FIRE MAIN
WL I LANDS
8" DRt 1 8 PVC t
NOTE: J
WATER MAIN S-5 --------- —
t THIS BUILDING SERVED BY AN IF #15 7R §76
if - - - - - - - - - -
AUTOMATIC FIRE SPRINKLER SYSTEM. I TYPEWMANHOLE
C
FIRE HOSE PATH ITY OF JACKSON/VILLE
COVER EL. = 10.00
'j�
240± LF INV. EL. 5.20 (N) OF ATLANTR
6EACH
C1W
INV. EL. 5.10 (S)
TEE AND 6"
E VALVE 8"X6" TEE, 6" GATE VALVE
-26 PVC
127± LF OF 8" SDR t
MAIN STREET Ff" #71 0
8"x8" TEE 8" GATE VALVE, 8"
SANITARY SEWER MAIN C,
NEW DINING FACILITY I t\ i
#72
11,862 S.F. L DOUBLE DETECTOR CHECK
v /,o/� Cb
ER TO ARCHITECTURAL PLANS Alit IR( 8" DR -18 PVC BACKFLOW PREVENTER WITH
x
T.R #7_5
-FIRE DEPARTMENT CONNECTION, I
WATER MAIN TR 6, C, rR #64
EXACT BUILDING DIMENSIONS)
11.60 NGVD (10.50 NAVD) 8" CAP AND MARK
TR 265
IDLE TAP,
E VALVE
OF 2" PE r7777;
&BM,4122 M) 34)
R SERVICE
8"x4" TEE,
X,
E VALVE, 4" DOUBLE 4" GATE VALVE,
4" REDUCED PRESSURE TR #60
TOR CHECK BACKFLOW
NTER WITH FIRE ZONE PREVENTER TR F, 0
NOTE:
TRI J�2
#
RTMENT CONNECTI N
SEE SHEET C2.14 FOR FORCE
FIRE HOSE PATH 8,M#27 (4.04)&
PRIVATE LIFT <\
MAIN CONNECTION DETAILS. %
175± LF 70 1 <,�,
GO
X
NOUTS STATION WETLANDS
COVER EL. 10.00
0 '000
INV. IN EL. 4.35 APPROXIMATE LOCATI F WETLAND LINE TR #59
00 AS TR 0 N 0
GREASE TRAP ACED OUT FROM A PREVOUS SURVEY BY OTHERS
PENSATION -P #55 /-725± LF OF 6" HDPE DIRECTION
OOD STORAGE COM
DRILLED UNDER WETLAND
BM# -?4 (9.4�),; 138± LF OF 8" SDR -26
_14 —
61
PVCSANITARY 9"o WETLAND CREATION AREA #I R
5+00
ITARY SEWER MAIN 80± LF OF 6" PVC FORCE MAIN,, TR, §�434
V 4+00 ---
W!, M
BO IE PIT
3"n
START DIREC
_-S-3 b", - -,
TION DRILL _FM4-
Z 3+00 +
WL
iv, S-4
81, 2+00 4-
TYPEWMAN — UTILITY EASEMENT
HOLE
TYPEWMANHOLE
COVER EL. = 9.20 1 +00 —FM—
COVER EL. = 10.00
INV. EL. = 5.54 (W)
INV. EL. 4.89 (W
INV. EL. 5.44 (E)
05
lA A
INV. EL. 4.59 (N)
36" 1011
98± LF OF 8" SDR -26 1 R �`5 2
;-N, ftYlm C, l V. (�3.
INV. EL. 4.49 (E
Jill()
PVC SANITARY
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
�A E /V
4�_
0
,\r, E N
No. 54666
x
STATE OF
PREPARED FOR -
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO. : 11618 5
DESIGNED BY: JOHN NEVIN, PE
DRAWN BY - J P M
SCALE : AS NOTED
No.
Date
RevWn
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
FLOOD STORAGE COMPENSATION
4
3/13/18
REVISED PER COJ COMMENTS
WETLA
ND CREATION
5
4/20/18
'A
REVISED PER COAB REVIEW
3 AREA
#1 N
*AN*
N %
E---
IZ
I L_ I I V I I TA I
!OR"Y
NOT TO SCALE
800± LF
I If I- I h t ri Y UrIA114 I ID
0 TR
§
MAX. FIRE HOSE PATH
DISTANCE BETWEEN 400± LF
FIRE HYDRANTS
(0/ 6" DR -18 PVC FIRE MAIN 450± LF
MAX. FIRE HOSE PATH
ILL
225± LF
J; Always call 8:Li before you di
BEACO"N" POINTE
4�
PROPOSED INDEPENDENT
6
�4" It LIVING FACILITY
�!�v (5 t,0 8000 FLEET LANDING BOULEVARD
130 UNITS / 79,917 S.F.
R TO ARCHITECTURAL PLANS If
(REFE
FOR EXACT BUILDING DIMENSIONS) Q
N
V_ F.F.E. 10.50 NGVD (9.40 NAVD)
Z
/11`0
W
NOTE: C E
V
THIS BUILDING SERVED BY AN
,AUTOMATIC FIRE SPRINKLER SYSTEM. L_�j
I Z),
Nn
Always call 811 before y4oui915
1 1. 1 i v,
t) Nv
SCALE IN FEET
01
"IN
15' 30' 60'
6)
..,dA
DATUM NOTE:
THIS PROJECT'S SURVEY AND DESIGN IS
'BASED ON NGVD 1929 VERTICAL DATUM.
TO CONVERT FROM NGVD 1929 TO NAVD
'88, SUBTRACT 1.099 FEET.
4 DFI-1 8 PVC WATER MAIN FIRE HYDRANT ASSEMBLY,
LOCATION #6 (NEW),
6" GATE VALVE
��t) C)
x8"x8" TEE, 8" GATE VALVE
0
8" DR -18 PVC FIRE MAIN
DISTANCE BETWEEN
76 LF 0 8" SDR -26 PVC
FIRE HYDRANTS
SANITAF1Y SEWER
r
300± LF
:ANOUT
CLE
8"x6" REDUCER, MAX. FIRE HOSE PATH
—F
ON 6" GATE VALVE INV, EL. 5.50
= 150± LF
FIRE HYDRANT ASSEMBLY,
FLOOD STORAGE COMPENSATION J,
TR #8 1
LOCATION #5 (NEW),
1 -
_dARKM iLl]'l - aft .6�
E 8"xWx6" TEE, 6" GATE VALVE WETLAND CREATION AREA #IS
TR �FO
CITY OF ATLANTIC I
BEACH T R 79
STORMWATER
m
4
MANAGEMENT FACILITY # I'
F
WET DETENTION POND 6" DR -18 PVC FIRE MAIN
WL I LANDS
8" DRt 1 8 PVC t
NOTE: J
WATER MAIN S-5 --------- —
t THIS BUILDING SERVED BY AN IF #15 7R §76
if - - - - - - - - - -
AUTOMATIC FIRE SPRINKLER SYSTEM. I TYPEWMANHOLE
C
FIRE HOSE PATH ITY OF JACKSON/VILLE
COVER EL. = 10.00
'j�
240± LF INV. EL. 5.20 (N) OF ATLANTR
6EACH
C1W
INV. EL. 5.10 (S)
TEE AND 6"
E VALVE 8"X6" TEE, 6" GATE VALVE
-26 PVC
127± LF OF 8" SDR t
MAIN STREET Ff" #71 0
8"x8" TEE 8" GATE VALVE, 8"
SANITARY SEWER MAIN C,
NEW DINING FACILITY I t\ i
#72
11,862 S.F. L DOUBLE DETECTOR CHECK
v /,o/� Cb
ER TO ARCHITECTURAL PLANS Alit IR( 8" DR -18 PVC BACKFLOW PREVENTER WITH
x
T.R #7_5
-FIRE DEPARTMENT CONNECTION, I
WATER MAIN TR 6, C, rR #64
EXACT BUILDING DIMENSIONS)
11.60 NGVD (10.50 NAVD) 8" CAP AND MARK
TR 265
IDLE TAP,
E VALVE
OF 2" PE r7777;
&BM,4122 M) 34)
R SERVICE
8"x4" TEE,
X,
E VALVE, 4" DOUBLE 4" GATE VALVE,
4" REDUCED PRESSURE TR #60
TOR CHECK BACKFLOW
NTER WITH FIRE ZONE PREVENTER TR F, 0
NOTE:
TRI J�2
#
RTMENT CONNECTI N
SEE SHEET C2.14 FOR FORCE
FIRE HOSE PATH 8,M#27 (4.04)&
PRIVATE LIFT <\
MAIN CONNECTION DETAILS. %
175± LF 70 1 <,�,
GO
X
NOUTS STATION WETLANDS
COVER EL. 10.00
0 '000
INV. IN EL. 4.35 APPROXIMATE LOCATI F WETLAND LINE TR #59
00 AS TR 0 N 0
GREASE TRAP ACED OUT FROM A PREVOUS SURVEY BY OTHERS
PENSATION -P #55 /-725± LF OF 6" HDPE DIRECTION
OOD STORAGE COM
DRILLED UNDER WETLAND
BM# -?4 (9.4�),; 138± LF OF 8" SDR -26
_14 —
61
PVCSANITARY 9"o WETLAND CREATION AREA #I R
5+00
ITARY SEWER MAIN 80± LF OF 6" PVC FORCE MAIN,, TR, §�434
V 4+00 ---
W!, M
BO IE PIT
3"n
START DIREC
_-S-3 b", - -,
TION DRILL _FM4-
Z 3+00 +
WL
iv, S-4
81, 2+00 4-
TYPEWMAN — UTILITY EASEMENT
HOLE
TYPEWMANHOLE
COVER EL. = 9.20 1 +00 —FM—
COVER EL. = 10.00
INV. EL. = 5.54 (W)
INV. EL. 4.89 (W
INV. EL. 5.44 (E)
05
lA A
INV. EL. 4.59 (N)
36" 1011
98± LF OF 8" SDR -26 1 R �`5 2
;-N, ftYlm C, l V. (�3.
INV. EL. 4.49 (E
Jill()
PVC SANITARY
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
�A E /V
4�_
0
,\r, E N
No. 54666
x
STATE OF
PREPARED FOR -
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
FLEET LANDING
EXPANSION
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO. : 11618 5
DESIGNED BY: JOHN NEVIN, PE
DRAWN BY - J P M
SCALE : AS NOTED
No.
Date
RevWn
1
7/24/17
REVISED SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
2/9/18
COJ AND COAB PERMIT SETS
4
3/13/18
REVISED PER COJ COMMENTS
5
4/20/18
REVISED PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
UTILIVA(LAN
4r=
C2.13
8 H E E T
8"x8" TEE, 8" GATE VALVE, 8" 4 �\
®:�;
DOUBLE DETECTOR CHECK _ (-
' c _ I , .1111-10 - • TR �� ^\ I 1, ` "S) �0' °' `L \- H/C 21
_ ,} .- 1 \�. t, • LO .3/"
BACKFLOW PREVENTER WITH , I� •
x T\11
r x _FIRE DEPARTMENT CONNECTION, — •TR /',-i 11 • _- ,..
8r CAP AND MARK - / �r -1• •7R �. �� ,,
I
\ 8"x4" TEE, c;> t \ m
CID` 4" GATE VALVE
CONNECT TO EXISTING FORCE \
,�E, 3 • `� D
T,r . i MAIN WITH 6 TAPPING SLEEVE
co sr \ 4 REDUCED PRESSURE I " AND 6 GATErVALVE • cn AC;
ZONE PREVENTERSV 7F 5F, • A �:J I �,\ v
n I
PRIVATE LIFT \ ;,
D
NOTE: _ 77
SEE SHEET C2.14 FOR FORCE 6M#27 (4.04)40r� a\ N Z
I PRIVATE PUMP OUT ASSEMBLY
STATION WETLANDS �+ 7 • 1 MAIN CONNECTION DETAILS. � \ � � I
vo \ v� D
= 10.00 I " END DIRECTION DRILL.
NOV IN ELVER L- 4.35 I p\
t ��
\ I f_c
�� APPROXIMATE LOCATIOJNOU WETLAND LINE 1 ,/�:,\\ . `` 1-- — —'AS TRACED OUT FROM A PRS SURVEY BY OTHERS \ \ wl x \l
— — 1111 _
D STORAGE COMPENSATION c>,.
11 9 8+00
p rR I 725± LF OF 6" HDPE DIRECTION 1111- — — 6"
I. \ - � ;i � — _ 7+00 —+--1111-- +32
LAND CREATION AREA #I R
M
� I DRILLED UNDER WETLAND �\'`-x ` \_ '- — —FM '8
S — — —
OF 6" PVC FORCE MAIN , \ �r
80± LF
<'` - _ x 5+00
I 1"
—
BORE PIT 400
1
— — - — +— — I— — — — --=
_ — — — — —FM -6r. _ 10± LF OF 6" PVC FORCE MAIN
START DIRECTION —�I= =•-- +00
CION DRILL � — 3 — — — -
- — _--- 2+00 ! — —FM-+- — — — _--- HDPE DIRECTION DRILLED • ;_O 4o"
— +.'-}1111+----- 1 UNDER WETLAND �r
1+00-4 +
— — — —� -- UTILITY EASEMENT
I
1111 -
000,
34_ LF OF 8' SDR- _
` N
+ 26
PVC SANITARY # 5 (10.23) �_
SEWER MAIN E
r
2 7R`5 •
b y
PLAN
SCALE: 1°=30' SCALE IN FEET
0' 15' 30' 60'
LIFT STATION
VALVE BOX
GA W.W. GAY FIRE INTEGRATED SYSTEMS, INC.
•. ��. 52.2 S'I00K I'ON Sl'I� 'El • JACKSONVILLE, FL 32204 • PI+ 904-387-7973 FAX: 904-394-7261
m• 2500 N. f.. 'I Bit) TFI RACE GAIfJESVII_LE, Fi 32609 Phi: 352-380 0317 FAX: 3!i2-378-1464
W01 www.wwgfp rom
FIRE HYDRANT FLOW TEST DATA
Company: Goodson Nevin & Associates
Address: One Fleet Landing Blvd,
Atlantic Beach, FL 32233
Contact:
Name/Title: Miguel Dipierri
Phone #: (904) 763-1290
Hydrant Location:
(#1) Residual Hydrant: Orion 5819
(#2) Flowed Hydrant: Orion 5810
Testing:
Year: 2017 Date: 12/21/2017
Technician: P. Oleksinski Time: 12:12 PM
RESULTS
(#1) Residual Hydrant:
Static: 50 PSI
Residual: 39 PSI
(#2) Flowed Hydrant / Hydrants:
Pito: 25 PSI
Flow: 839 GPM
Hydrant Flow At 20 PSI: 1442 GPM
Kira I'll �frrU� ur Systems • I ,IIn'ication ' Alarm Systrnw; - rfvl-200 • bele/UtrGi Cornmuiiic,rtioru • Access Controls/CC I V • 1-ib(,r 00)0, s • A/V Systems
W0.(11�,y f nr Profection,Inc.dba W.W.GIsy l -be & Integiated Systems, Inc.
FIRE HYDRANT FLOW TEST DATA
Company: Goodson & Nevin
Address: FLEET LANDING
ONE FLEET LANDING BOULEVARD
ATLANTIC BEACH, FL. 32233
Contact: Miguel Dipierri
Name/Title: Miguel Dipierri. Fire Marshall
Phone #: 904-763-1290
Hydrant Location: 5819 Orion
5810 Orion
01) Hydrant Metered: 5819 Orion
(#2) Hydrant Flowed: 5810 Orion
Testing:
Year: 2017 Date: 21 Dec 17
Technician: Phillip G. Oleksinski Time: 1212
DESIGN SET
RESULTS
Hydrant 1#1
Static:
50
Resicival:
39
Hydript 1#2
PILO:
25
Flow: -
2
Hydrant Flow
18
At 20 PSI:
COAB PERMIT SETS
FIRE HYDRANT FLOW REST LOCATION IS THE
EXISTING FIRE HYDRANT NORTHEAST OF
WINDWARD COMMONS.
PROFILE
SCALE: 1 " = 30'H
1"=6'V
60
50
40
a
r
30
CL
20
10
Orion 5810
U 838.96875 1442
Flow in GPM
— 0 Flow in GPM
I yr 1"
MAIN WITH 12"x6" TAPPING SLEEVE
AND 6" GATE VALVE
DATUM NOTE:
THIS PROJECT'S SURVEY AND DESIGN IS
BASED ON NGVD 1929 VERTICAL DATUM.
TO CONVERT FROM NGVD 1929 TO NAVD
'88, SUBTRACT 1.099 FEET.
50
■C
im
GNA
Goodson Nevin
and Associates
Consulting Engineers
E.B. # 26306
10175 FORTUNE PARKWAY, SUITE 403
JACKSONVILLE, FLORIDA 32256
(904)519-7770, Fax(904)519-7776
`,,0%%Jiwm1111111
E '
♦♦♦`♦♦`,,� N...., ,N
No. 54666 __
STATE OF 4�
I •,
0 A-
-NAL
r ,
,r
L J
PREPARED FOR:
FLEET LANDING
ONE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
32223
FLEET LANDING
EXPANSION
)NE FLEET LANDING BLVD.
ATLANTIC BEACH, FLORIDA
DATE : JANUARY 12, 2017
PROJECT NO.: 116185
DESIGNED BY : JOHN NEVIN, PE
DRAWN BY: JPM
SCALE: AS NOTED
No.
Date
Revision
1
7/24/17
REVISED
SCHEMATIC
DESIGN SET
2
10/10/17
COJ PERMIT SET
3
2
9
18
COJ AND
COAB PERMIT SETS
4
3/13/18
REVISED
PER COJ COMMENTS
5
41/201/18
REVISED
PER COAB REVIEW
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE.
SHEET TITLE
FORCE MAIN
PLAN AND PROFILE,
FIRE FLO TESTS
C2.14�
y
8 H E E T