Mayport Road 2079 ICE
of Jacksonville Right—of—Way or
mill require bonding and a
apartment of Public Works,
For information call 630-1053.
approval must be obtained for
Sewer Systems. ATLANTIC BEACH COMMERCE PARK
any required State or Federal
of the Department of
John's Water Management
I in accordance with the PREPARED FOR
all standard City policies and
-oad Right—of—Way requires a
orida D.O.T.
TI
COuc0N COMPANY
bility to obtain the necessaryARCO NSTR
Irs for the project prior to
h the SJRWMD stormwater
iaintenance entity of all storm—
•eports to the office of the City
y Hall Annex, Room 901, 220
1 32202.
) acre or larger is required to G�
;ordance with criteria set forthINE M
s to beginning construction. IN FT. NAVAL
GP O NAVAL PROJECT LOCATION
Protection Agency, Region 4
PT STATI
ter Z d
lits & Facilities BranchAIA INDEX OF SHEETS
t, SW ILL COVE �Z� NOOR�p
O
503-3104 McCORMICK RD
o RD o 0 COVER SHEET
:)t relieve the contractor of 3
to Fire Codes. m NORTH
OMEN CRAIG
MUNICI AL Q DEMOLITION PLAN
MSN
AIRPO T
q RE UIREMENTS A Y a CITY OF PRE—DEVELOPMENT DRAINAGE MAP
Q ATLANTIC BEACH POST—DEVELOPMENT DRAINAGE MAP
®$100.00 ea. 10 gT/-gNT(' BLVD SITE PLAN
0$100.00 ea. Cl TY OF
0$75.00 ea. o N' NEPTUNE BEACH GRADING, DRAINAGE AND EROSION CONTROL PL
®$45.00z
UTILITY FLAN
LL
4$45.00/hr. LL o _
m U m 1A1. �r
>Ilector $ O PAVING, DRAINAGE AND EROSION CONTROL DET
a the Traffic Engineering Division;" y BEACH BLVD CITY OF T-
I. 32254: .fax_ receipts,: A la Z IVE ,rr o JACKSONVILLE WATER & SEWER DETAILS
oads, s/w, & utilities), an a T m m BEACH Z
& fax numbers. OR PUMP STATION DETAILS
gA LORID 2P
0
r z
Yes ;r: O GENERAL NOTES
❑ NO`
A.M. and 4 P.M.- s P.M. BLVD g��o STORM WATER POLLUTION GENERAL NOTES
BUTLER O MAINTENANCE OF TRAFFIC PLAN
C)
1G PERMIT REQUIRED 7
A1A
PERMIT AND S°LAN RD
Z_
210A �
ATION AGREEMENT MEADOWS RD
VICINITY MAP
IS SUBJECT TO N.T.S.
1 CONDITIONS:
IY (INDICATE DISCIPLINE):
i
PLANNING
DMG
FIRE MARSHALL ' DEVELOPMENT MANA
NO OBJEC
Date: MANAGER, DEVELOPMENT M
Date: DEVELOPMENT MANAGEMENT
Approval of Plans Void After Two Years.
PUD Ordinance Number
CONNELLYI& WCKER INC ■ Zoning Designation
CCAS Number
Development Number
SUBMITTAL DATE Real
Estate Appraiser No.ENGINEERS
COJ 10—SET 0420/06 ,y.= 1 Flood Panel No.
04/20/06 10060 SKINNER LAKE DRIVE SU/TE 500 12605 EMERALD COAST PARKWAY WEST, SU/TE 2 _ - ��,� Flood Zone & BFE
SJR WM D JACKSON I//LLE, FLORIDA 32246 DEST/N, FLORIDA 32550 _ � Total Impervious Area
COAB UTILITY 04/20/06 STEFfii€N_�/.—MIIS'= P.E. Standard Industrial Code
FD OT 04�20�06 (904) 265-3030 * FAX (904) 265-3031 (850) 837-4252 FAX (850) 837-7804 _ ._� Subdivision Inspection By.
-R.E. # 74334Z
C.A. NUMBER.' 3650 -------
I N I
- GOVERNMENT LOT 10, SECTION 8
L 0 T 16 '
L O T 17 I
i
Cu
I
I
K I 30
I
WETLANDS
\ I
= 1
EMOVE EXIST. 6' HIGH I i m
.j IN LINK FENCE. D
i
,ry
_
Of
x \
N � <
x U! D
0
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r- < D
m ;�7
U,
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$ REMOVE EXIST. CATCH BASIN I _ I O
& APPROX. 10 L.F. N 15" RCP I (--
&
& PLUG EXIST. 15" RCP -
V
ATCH BASIN m
GRATE = 114.99' j
„r.,.. ._
I ��.1„;�14 (15" RCP)
O
00- _-
- R ROU REMOVE APPF XIMATELY
LTAB IGHT
51 LF OF CONCRETE WALK
REMOVE EXIST. 4' HIGH CHAIN LINK FENCE. '
REMOVE APPROXIMATLEY 56 \. `
I
• % LF OF CONCRETE CURB &
I' ! GUTTER. ` R
s rE
0.9' o.T 1.3' I DEMOLIT10N N
I�
x x x - -
x
1. IT IS THE
HAND, ALL R
4.4'
REMOVE WOOD POWER POLE I 2. THE EXISTI
x LOCATION BU
PER PROPER STANDARDS (CALL I SHOULD HAVE
REMOVE EXIST. FRAME RESIDENCE, APPROPRIATE AGENCY PRIOR x
3` FOUNDATION, WALK, AND ALL 1.6' STEEL SHED ON TO REMOVAL) 3. ALL MATER
' OTHER APPURTANCES. ZCONCRETE BLOCK I DISPOSED OF
I q 5\s��� 4. ALL CONS
CITY OF JACK
REMOVE EXIST. WOOD
k 1 SHED & FOUNDATION. G�-� 5. REFER TO
55.9, _ � O,�
I PROTECTION L
i
T REMOVE EXIST. METAL
D SHED & FOUNDATION.
WOOD FRAME
L STORAGE ON
CONCRETE BL CK
up 56.3'
POWER - 45.3'
{�I � I
C W
P
rQ
O N N
N
-
0
0.T .6'
s'
04 —
w 89' x x -
_u, 2.6-
OWER .
s. a _
0.3 al.l'u Avg' ;_.-
r
� REMOVE EXIST. 4' HIGH
CHAIN LINK FENCE.
SOUTH 1 /2, OF THE NORTHWEST 1 /4, OF GOVERNMENT LOT
For Construction , Connelly & Wicker Inc.
ATLANTIC BEACH
IL
Consulting Engineers ° �
Is the property of Connelly do Wicker Inc. 10060 Skinner Lake Dr., Suite 500 COMMERCE PARK DEMOLITION PLAN ° .
be reproduced or copied in whole or in Jacksonville, Florida 32246 PREPARED FOR °
It to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 ARCO CONSTRUCTION COMPANY
med on request C.A. NO.: 3650 No. Date Revision By ,
i
ALL ONSITE STRIPING
- ' TO BE PAINTED WHITE
GOVERNMENT LOT 10, SECTION 8 RR
T ISELVA MARINA GOLF COURSE
-
�S I i` IN COLOR EXCEPT THE DESIGNATED HANDICAP LDR
/ L O T 16 AREAS L 0 T 17 i
'I I
a
$' 6
s 80
qP , \
10 x10 DUMPSTER
_ PAD WITH 95% \
—3. N88'21'15"E
MID) N88'21'15"E — — — — OPAQUE (TYP).
128.00'
128.00' =15' �� y
G�� t (TYP 3
C K
p'
°• ' ♦ C 00 _
,
WETLANDS
DS
10
18,
9 21L THERMAL PLASTIC
HANDICAP PARKING I
d CROSSWALK WITH 1 I RR
r 5 SIGN. I CHEVRONS PER ADA
s REQUIREMENTS (TYP.) / "' I SELVA MARINA GOLF COU
LDR
LnrOD FF
I
4.
,
D
•: cn o 9x18 LOADING \ I Cn
BUILDING A �' BUILDING B 0 co SPACE I
0 0 \
cn . o � 1439®SF. _ oa; — . — . . — . . — . ( X
14399 SF. - ' L - + m N cJ�
NIS �. m
A
kl —£ 9 m R-3. U, O
f.
(TYP) a 15.5 I C O
O
8 r= G
/y - m DC7
Ro—
CONCRETE
DROP CURB & 9'
o R1-1 I I p � D
30. 5q. =3' WIDE GRAVEL DRIVE FOR
(TYP
PUMP STATION ACCESS. Z O
R.3'
=15 3 '
Y,vPOLE. (TYP.) 6' SIDEWALK 6' SIDEWALK
r– Tt
UGH_
0 (TYP). : (TYP). 00 C�
I ^' U W
O
• ' 1
DD
: 4. _
`° _
SWMF #1m
9. a O N88'21'15"E C� in m fTl
�. N88 21 15 E — — — — — —
cn
' v 155.00, 5' 146.00' ( j
r —1► N . O
I ,
z
.H 5 5 00
tvoERt�
77
o ° 3
a$ :t .•: .! 6
!/ ' * °
' DBL. 6' WIDE GATE
1F _ W/LOCKING LATCH I CURVE
IAL NUMBER
11 '
to / 10
C-1
PD 00s BUILDING D 0 15.5 I c-2
Ct `� BUILDING C imm
0 C; C-3
0 CO I
!I ' 9752 8F. _ z - ' c-4
_
s
I�_
C 5
' m I \__12' CONCRETE
DROP CURB. 4' HIGH CHAIN LINK I C-6
r 1!� 6' SIDEWALK FENCE TO ENCLOSE
6' SIDEWALK (NP} RETENTION POND. I c–�
(TYP}. =30 4 I C-8
5 x'60
=1 5'
\8 N88'21'15'E (rn'-) — — N88'21'15"E [RMD-Al
— - 128.00' _ - _3, 14s.00' SITE TABL
(�) 8 MDR DESCRIPTION SQ. FT. PARKING
s- 8, $ 10 7 RATIO PARKIN
10 OFFICE 49,675 S.F. 2/500 S.F. 199
] r - TOTAL: 49,675 S.F. 199
",E ��Uy INCH
— — — — — — — — — — — — -
- IMPERVIOUS: 59%
PAVEMENT & SWK 96,251 S.F.
BUILDING 49.675 S.F.
Y..r TOTAL: 145,926 S.F. (3.35 Ac.)
CCG-2
CGC SOUTH 1 /2, OF THE NORTHWEST 1 /4, OF GOVERNMENT LOT
>r Construction ,
15 SECTION 8
Connelly & Wicker Inc.
Consulting Engineers ATLANTIC BEACH o
COMMERCE PARK o
the property of Connelly & Wicker Inc. 10060 Skinner Lake Dr., Site 500 SITE GEOMETRY PLAN -
is reproduced or copied in whole or in Jacksonville, Florida 32246 PREPARED FOR
to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 ARCO CONSTRUCTION COMPANY _¢ ;
�d on request. C.A, No.: 3650 Q STEPM^AV`MIMS.
No. Date Revision By i':E. 34
ATER AND SEWER INSTALLATION
SPONSIBLE FOR DETERMINING THE EXACT LOCATION
4MAGE TO EXISTING UTILITIES CAUSED BY HIS OPERATION,
NE-CALL SERVICE 48 HOURS IN ADVANCE OF WORK,
THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE
ITIONS.
OR AND PAY FOR ALL TESTING AS REQUIRED IN THE
CIFICATIONS PERTAINING TO THE JOB.
SHALL BE AS PER CITY OF ATLANTIC BEACH
NS UNLESS SHOWN OTHERWISE.
IT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE
LIC WORKS DEPARTMENT (247-5834), TWO DAYS I FAIRWAY VILLAS
;FORE ANY LINES ARE CONNECTED TO THE EXISTING I PLAT BOOK 39, PAGES 22 AND 22A
OR STORM PIPES ARE LOCATED,
LOCATION OF THE EXISTING SANITARY
A MINIMUM OF 30' COVER FROM FINISHED GRADE IN
;MUM COVER IN PAVED AREAS. WATER AND SEWER MAINS GOVERNMENT LOT 10, SECTION 8 FORCE MAINS IS SHOWN FOR CLARITY,
RADE AND SHALL BE PROTECTED FROM DAMAGE UNTIL O � CONTRACTOR TO VERY THE LOCATION
JS PRIOR TO CONSTRUCTION.
LOT 16 I L O T 17
A MINIMUM OF 6 FEET SHALL BE MAINTAINED BETWEEN I /
SEWER MAINS (INCLUDES FORCE MAINS). WHERE WATER
H LESS THAN 18 INCHES VERTICAL CLEARANCE, ALL PVC
ICRETE FOR A DISTANCE OF 20 FEET CENTERED ON THE I
FOOT SECTION OF DUCTILE IRON SEWER PIPE CENTERED
IE SUBSTITUTED. THIS SITUATION MAY OR MAY NOT BE
SEE NOTES ON SHEET 12, I I I
ICKING IS REQUIRED WHERE WATER MAINS AND
AND AT ALL TAPPING TEES, -.,., s•F, .a
WATER AND SEWER MAINS SHALL BE REMOVED AND I •` = I
CKFILL, PROPERLY COMPACTED TO 95% OF MAXIMUM
E #8, SHEET 12). WETLANDS I
INATE THE WORK WITHIN THE CITY RIGHTS-OF-WAY p. .
'OR MAINTENANCE OF TRAFFIC AND METHOD OF
►GE FORCE MAINS 4 INCHES AND LARGER SHALL BE C-900,
JCTILE IRON, CLASS 50, OR BETTER. y
S SHALL BE PVC 1120, PR200, SDR-21 PIPE. ALL POTABLE
ED 'NSF-PW APPROVED'. c °
ALL BE SDR 35 PVC CONFORMING TO ASTM D3034 OR
r ORMING TO ANSI A21.50, AS REQUIRED. FOR MAINS AT Bp� D �►
C900 SHALL BE USED. A 1d9908� 4 cn
NON-RISING STEM TYPE AND SHALL BE SUITABLE FOR 200 um s
SSURE. GATE VALVES SHALL BE MECHANICAL JOINT OR l S.S.M.H.#2
IRON BODY, BRONZE FITTED. VALVES SHALL BE CLOW, j RIM = 15.67 5.5—
EQUAL,
.5 EQUAL, VALVE BOXES WITH SCREW EXTENSIONS SHALL INV - 9.97 (W)
ION, 3/8 INCH MINIMUM WALL THICKNESS AND SHALL BE CONFLICT 1 INV = 9.87 (E) —
SAN EL = 10.17 INV = 9.97 (S) —tt
s
'ED. THE WORD 'SEWER' SHALL BE CAST IN THE COVER
STS EL = 11.41 ?: 6" 9 BEND cmi�
ALL GATE VALVES INSTALLED SHALL OPEN BY TURNING
KWISE) WHEN VIEWED FROM THE TOP. VALVES SHALL
TT11
CONFLICT 2 lIt
ST5 EL 10.64 [CONST. 22 LF. I-
» �•'� CONST. 70 LF. � � SAN EL - 9.15
0' B�ND 8" PVC O 0.40% _ _ h 8" PVC O 0.40903
STING, AND DISINFECTION OF THE WATER MAINS DIVE N M STATION
' S.S.M.H.#3 � • CONST. 148 LF. N '� DE Cd C. ACCESS
MED IN ACCORDANCE WITH THE CITY OF .ATLANTIC RIM =16.13 8" PVC O 0.40 4 R R PU P
PECIFICAT INS: A REPRESENTATIVE4F "1W CITY OF
INV =10.25 (E),
/ 2" 90'
ESENT DURING THE H, .ISTATIC AND`LEAKAGE TEST. SWMF #1
EN
BY A REPRESENTATIVE I1F _ ,�1�IGN ENGI
i% DEFLECTION TEST SHALL BE REQUIRED ON ALL GRAVITY ���� -
�' _ -'h —
:PORT AS TO CONDITION OF THE PIPE ITH PERTINENT '90-
� MP N
WEEN MANHOLES, LOCATION OF SERVIC , ETC., SHALL 09 BEND _
AT10
7 ' I 1'QP�16. 0 U �
=ER AND CITY OF ATLANTIC BEACH. AN DEFECTS / 9109 - I
.p � � I � u �,� I INV = (W)
_ACED OR REPAIRED PRIOR TO FINAL ACCEPTANCE. ALL TOP. s
REINSPECTED PRIOR TO ACCEPTANCE.
_ _ , '.. ,°, -•v %: '..,-: A MIF}�tUM 6" ABOVE
�.. '.':. .. '' 6" SEWER SERVICE !' _ FINISHED.-GRADE
.6 _
'OTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL (TYPICAL) S - 151 , �
,.
E BEEN PRESSURE TESTED, DISINFECTED AND CLEARED RIM = 15.72 11
FIRE 1 CONST. 69 LF. � INV - 9.28 (W)
"$ HYDRANT INV = 9.18 (E) I
ASSEMBLY
6 8 PVC 02.90%
15.
i AND MUST BE APPROVED BY THE CITY BEFORE - BUIL.DM D
FIRE HYDRANT
EXISTING 12" �• S.S.M.H.�4 1r!�05 g,F ASSEMBLY -. -_- t
WATER MAIN BULDMC ;' I :. _ RIM = 16.09 ;. 6"90' BEND(TO ,
INV = 12M-N-
i
2,D0
5
i SHALL BE COORDINATED WITH THE CITY. EXISTING
TI FIELD f l
1
VERIFIED)
- , » 316'-2" PVC (SCH40)
_ -Y 2 90' BEN
'S RESPONSIBILITY AND AT THE CONTRAtTOR'S FORCE MAIN
BEACH WITH 'AS-BUILT' DRAWINGS ON
:TY OF ATLANTIC BE CO
AS WELL AS ON 24' X 36' PLAN SHEETS, 4" PLUG 4X2 TA SADDLE AND VALVE.
f TO TAPPING EXIST.4" FORCE
MA
(1)-4"x2" DBL STRAP SERVICE SADDLE - CONNECT
2 CORPORATION STOP
RE ALL NECESSARY PERMITS TO WORK IN EXISTING � • ' •• �� "��' •� ' �� ��'
. . .' ice. :•. . . .....�. ...y
2" METER W/ BOX, AND RPZ BACKFLOW I
PREVENTER FOR IRRIGATION. i pEp
BE SEEDED AND MULCHED, OR SODDED AS DIRECTED. (4)-4"x2" DBL. STRAP SERVICE SADDLES '
(4)-2" CORPORATION STOPS "� ° " = "' _ fiuuuu+:,:k DISCHARGE --DINT EXIST. 4" FORCE MAIN IS EXIST.
I
SAW-CUT IN STRAIGHT LINES FOR ALL TRENCHES. (4) 2" WATER METERS W/BOXES _ =,,,w,,„, - TM,; MANHOLE, AP OX. 548 LF. SOUTH OF THE PROPOSED
' PAVEMENT CURB, SIDEWALK, OR OTHER MATERIAL (4)-2 RPZ BACKFLOW PREVENTERS ,. B FORCE MAIN TIE IN POINT. INVERT ELEV.=10.23
END _ I
2" 90' BEND
CTED AND APPROVED BY THE DIRECTOR DF,PUBLIC WORKS. 2 D _ (2)2" 90' BENDS (PER CITY OF ATLANTIC BEACH)
" 2 9 ' BND
8"x8"x4" TEE
ISH AND INSTALL FITTINGS AS NECESSARY TO ROUTE 4" G.V. 30'-4' PVC W.M. (" TEE
OR OBSTRUCTIONS AS REQUIRED.
_ 18)
BEEN SHOWN ON THE PLANS FROM THE BEST AVAILABLE
AND OWNER SHALL NOT BE HELD RESPONSIBLE FOR ANY -
IN THE LOCATIONS OR GRADE OF FACILITIES OF THIS TYPE. 6" 45' BEND
4ELD RESPONSIBLE FOR LOCATION OF ALL UTILITIES IN D 8"x8"x6" TEE
ION SHALL BE MADE IN ADVANCE OF CONSTRUCTION IN S z
BE RESOLVED. rn. 6" GATE VALVE
A m DCVA BACKFLOW PREVENTION 8"
ID LOCATIONS, AND LOCATIONS OF PIPING NOT SHOWN, 90' BEND
VCED AND RECORDED ON THE RECORD 'AS-BUILT' m 8" G.V.
D CONNECT TO EXIST. 12" SOUTH 1/2, OF THE NORTHWEST 1/4, OF GOVERNMENT LOT
DRIVEWAYS. WATER MAIN. 12"x8" TAPPING 15, SECTION 8
WAY AND GUTTER TO EDGE OF ASPHALT PAVEMENT. SLEEVE AND VALVE.
TTER WITH 18' DROP CURB AND GUTTER, GRADE TO DRAIN.
PE SCHEDULED TO REPLACE EXISTING GRAVITY SANITARY SEWER
STING MANHOLE INVERT ELEVATIONS, AND WITH UNIFORM SLOPE
. GRADE SHOWN ON PLANS MAY BE ADJUSTED AS APPROVED.
:NVERTS AND CALCULATED GRADE PER SPECS.
ICLUDING SERVICES, SCHEDULED TO BE ABANDONED
:N TRENCH OF NEW WATER MAIN, OR WITHIN TRENCH
7HERWISE DIRECTED.
For Construction 0
Connelly & Wicker Inc. o _
ATLANTIC BEACH
-JTT7 7u
Consulting Engineers o
COMMERCE PARK UTILITIES PLAN
1g is the property of Connelly do Wicker Inc. 10060 Skinner Lake Dr., Suite 500 PREPARED FOR
to be reproduced or copied in Whole or in Jacksonville, Florido 32246 D 4'Y
not to be used on any other project and 904) 265-3030 Fax: 904) 265-3031 ARCO CONSTRUCTION COMPANY "~
C C s�HEH'u
.turned on request. C.A. N o.: 3650 v
No. Date Revision B . .
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iE 3/4' NUTS 3/4" CORROSION RESISTANT STEEL ROD CUT
)TH SIDES OF JOINT
AND THREADED AS REQUIRED
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�)
(TO BE REMOVED)
PUMPNOZZLE TO FACE CENTERUNE
ER
OF STREET 1/2' (MIN) SMOOTH NOSE BIBB
TYPICAL 3—WAY (TO BE REMOVED)
FIRE HYDRANT ': : 2' PIPE
�: • y'. • (TO BE REMOVED)
30" T
MIN. TADM CrO BE
1/2" CLEAR r t 1/2" CLEAR FINISHED GRADE 30" MIN BAMERIa OGlrx� 6 RECEIVED)
I / (FILL ANNULAR V01; :• "• .' (FILL ANNULAR VOID 2' CORPORATION SYM CONNECTED
—I-- W SAND AFTER SETTING W/SAND AFTER SETTING) DIRECTLY INTO SADDLE(TO REMN)
1 4 REBAR - 9-1/2" (NOTE THAT OUTLET AT 3:00 OR 9.00 POSTIION)
z'DoueLE srRAP
SERVICEME
SAN))
2r-5- 5" WATER MAIN (SIZE dt TYPE VARIES)
1 r-6"
11117
6' PIPE MECH. JOINT 6" SUMP
GATE VALVE NOTE: CONCRETE VALVE JACKET COLLAR TO BE PLACED 6 RPZ
OVER ALL VALVES WHICH ARE NOT IN PAVEMENT GALV. STEEL UNION
ISTALLED BETWEEN BACK OF CURB
CEPT WHERE CONDITIONS AND/OR 30" MIN. 2' 90 DEGREE ELBOW
COVER FINISH GRADE OR 00 BER°AOVm)
PAVEMENT
D OTHER FASTENERS SHALL BE ASTM
JT STEEL, GALVANIZED OR TYPE 316 I
%'S•) VALVE STEM EXTENSION + NOTES:
iv ADJUSTIBLE C.I. VALVE BOX 24" SQUARE
REQUIRED TO MAINTAIN » n INSULATE (TYP.)
TYPICAL 3-WAY
2" DEPTH TO OPERATING WITH COVER MARKED WATER 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY CONCRETE PAD
FIRE HYDRANT NUT ON DEPRESSED MAIN BUT ROUTED TO THE ROADWAY SHOULDERS (NON—TRAFFIC AREA). (6" THICK)
(SEE SPEC-S-) WITH 36" OR MORE COVER OPERATING NUT FINISH GRA
2. ALL PIPE & FITTINGS SHALL BE GALVANIZED MATERIAL OR PVC (S40). ' �: � •' �
1 1/4" S4. NUT
(�) VALVE
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL
E FLANGE LOCATION FOR a PIPING & FITTINGS NOTED AFTER BACTERIOLOGICAL CLEARENCE IS RECEIVED.
' TYPE HYDRANT
Z
' EXTENSION AS REQ'D. FOR 6" MAX. �
L DEPTH OF BURY
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iz
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o CONFLICT PIPE M U
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IPE F WATER MAIN ITL
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LV
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a a
FITTING TYPE
o
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0
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D.1.P. D.1.P. /\//\//\//\//\�/\ a /////\
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DEFLECTION TYPE = /\/ a
o FROM FLANGE TO \\/\
BE IN ALL CASES A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN WATER NOTES MECHANICAL JOINT
RCE MAINS. 1. SEWER CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OR 18 INCHES FITTINGS
BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM
SSIBLE WATER MAINS SHALL PASS OVER FORCE MAINS OR STORM SEWERS. SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS (MIN. OF 2, TYP)
AND WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET M.J. 90` BEND
L BE RESTRIANED WITH RETAINER GLANDS AND EITHER THRUST BLOCKS BETWEEN ANY TWO JOINTS AND BOTH PIPES SHALL BE D.I.P. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES
CROSSING OVER A WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION BETWEEN UNES AND JOINTS IN THE
ABOVE SHALL BE REQUIRED AND BOTH PIPES BE D.I.P. IRRESPECTIVE OF SEPARATION.
Nd TYPE CROSSING IS PREFERRED.
2. MAINTAIN 10 FEET HORIZONTAL DISTANCE BETWEEN WATER AND SEWER MAINS AS A MINIMUM. SUPPLY
3) 75% OF MANUFACTURERS RECOMMENDED MAXIMUM JOINT DEFLECTION. 3. FORCE MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES M.J. 90' BEND
18" VERTICAL SEPARATION BETWEEN WATER MAINS AND STORM SEWERS BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE OUTSIDE OF THE WATER MAIN WITH WATER MAIN CROSSING
NTAINED. WHERE THIS IS NOT POSSIBLE WATER MAIN SHALL BE D.I.P. OVER FORCE MAIN.
THAN 6" SEPARATION.
CT SEPARATION DETAIL WATERJSEWER SEPARATION DETAIL DOUBLE CHECK BACKFLOW PREVENTER
N.T.S.
N.T.S. N.T.S.
For Construction r ConnellInc.y & Wicker Inc
ATLANTIC BEACH
Consulting Engineers o
COMMERCE PARK WATER & SEWER DETAILS o y
e Is the property of Connelly do Wicker Inc. 10060 Skinner Lake Dr., Suite 500 PREPARED FOR
to be reproduced or copied in whole or in Jacksonville, Florida 32246
ARCO CONSTRUCTION COMPANY S*HEN- .,-VA
not to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 0
turned on request. C.A. No.: 3650 No. Date Revision BY, , F),�:
2
� 14
O /—GRADE MUST
CONTROL PANEL TO BE
FIELD JOINT REQUIRED GRADE GRADE SLOPE AWAY FROM
FOR MODELS A MINIMUM OF 5 FEETn �[ �[ �[ STATION //2
2014-129 & 2014-160 FROM WET�L NO u A IJ lJ L L� �p
To EI. 16.20 u v
p WATER TIGHT LID, FRP
AL 1T ERNAIIN ACCESS WAY VENT
t I '
PANEL
DUAL WALL, CORRUGATED
VISUAL & AUDIBLE ALARM � I � I STRAIN RELIEF CORD
x CONNECTOR HDPE ACCESSWAY
MANUAL SILENCE
MANUAL RUN E ; POWER & ALARM CABLE
240VAC [ 17'00 12-6 W/GND INTERNAL WELL VENT
REDUNDANT RUN 15.31
2.0" DIA.
NEMA 4X ELECTRICAL QUICK DISCONNECT
NEMA 6P (EQD) CORE CONTROL COMPARTMENT
BREATHER
(8"x4" REDUCER REQ'D.) DISCHARGE 1 1/4" FPT
INLET, GROMMET
f, f. 3.31------ -ta-6.75—9w- (304 S.S.)
TO ACCEPT 4.50" O.D.
----- — PVC PIPE (STANDARD).
DUST COVER SUPPLIED a QUICK DISCONNECT ASSY. 113,
LWTi �; t FOR SHIPMENT (NOT (304 S.S.) O�ERR INVERT
SUITABLE FOR BURIAL) DISCH DEPTH
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as
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o -
(304 S.S.) SEE INSTALL)uET:?s FORFU
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42.8in
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wPs I DISCH
wrsy El. 9.59 ALARM
! INV. EI. 9.09 ANTI-SIPHON VALVE
a m cv m w w El. 8.09 LAG (GLASS FILLED PVC)
y + 800mm
rte- _ 6 j ^11– � +d� A 28.5in 160.7"
_ 7.59 ON BALLAST
m 3 � o 724mm
a cv i 6.53 OFF A CONCRETE A
a" 106gol
COWACr 401 L ON ALL MODEL
L I 20.5in 16.5in SPECIFIC CON
I 521mm 420mm ARE in
HDPE TANK TO ACHIEVE NECES
74 gal 58 gal 1/2" NOMINAL WALL THICKNESS F '
280 L 220 L 150 GALLON CAPACITY SEE INSTALLA
,r cROL"DM i FOR BALI
I I (——_ BOA Bot. EI. 5.26
SERVICE PUMP 1 PUMP 2
11 I i i 111111 111111
n=CORE J 5 SLOOM tiOkFi ` dl
__SUPPLY CAMESGS CAH 03/22/03 A 1/16
SOS ( € 02.0 _03 A ss SEMI-POSITIVE DISPLACEMENT TYPE PUMP
BALLAST SGS CAH
F EACH DIRECTLY DRIVEN BY A 1 HP MOTOR DR BY CHK'D DATE ISSUE SCALE CONTAINMENT
OR BY I CW'D DATE ISSUE ' SCALE CAPABLE OF DELIVERING 12 GPM ® 68 TDH C RING DR BY CHK'D
42.8"
31.5"
BALLAST REQUIREMENTS
s�w�R SYSTEMS SEeaE
DUPLEX A CONCRETE ANCHOR IS REQUIRED
SPL'4T TIME ALTERNATING PANEL ° ON ALL OUTDOOR MODEL 2014 STATIONS MODEL 2014, NO BAFFLE, DETAIL SHEET MODEL 2
SPECIFIC CONCRETE DIMENSIONS ARE REQUIRED
r- TO ACHIEVE NECESSARY BALLAST EFFECT INLET:
O O i O (� EPDM GROMMET
SEE INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS O A O O 1 1 O P O O DISCHARGE 1-1/4 FEMALE FOR 4" DWV PIPE P A
PIPE THREAD Qi 38.8" (STANDARD)
LIFT STATION DETAILS
N.T.S.
I For Construction
Connelly & Wicker Inc.
ATLANTIC BEACH
Consulting Engineers o
is the property of Connell & �cker Inc. 10060 Skinner Lake Dr. Suite 500 COMMERCE PARK PUMP STATION DETAILS o
9 p °p y y PREPARED FOR 0 � '
to be reproduced or copied in Whole or in Jacksonville, Florida 32246 -
not to be used on any other project and (904) 265-3030 Fax: (904) 265-3031 ARCO CONSTRUCTION COMPANY Q
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