Atlantic Boulevard 1051 (2) 0 a) >
= y 0 3: 3 LI:
2,C CAREFULLY CAREFULLY C-)
E3c+18"MAX COMPACTED I _Bc+18"MAX.1 COMPACTED
FORCE MAIN BACKFILL I -Bc+l 2"MIN.- BACKFILL
F= I -BC+12"MIN.
F-----TT 111 T 4F
7m-9 T-I-v OEM VARIES T T 3' O'W-) 0. SHEETING c SHEETING Bc
#4 RILINF. Wa MP-)
36'WIN19UM UNDER PAVING FORM CHANNEL r
7
EXISTING WTUTY PIPE
CONCRETE PAD FINISHED Ld
FuLL LENOTH OF COVER GRADE
PIPE CEWrERED +
AT CR=NG- +
��6
AT IA=
S"I N -Q, 0 7A
EE NOTEL
PROPOSED WATER MW 3OIX36W TH9 EFFLUEN INFLUENT 1/4 Bc
SIZE&rMl VARO SEE NOTES CONCRUE PAD
mmimpuL"w i i X (4 0 D
Ej2 i/r 4 MIN.
t V&VR )
Tte LEWTH OF THr PIPE To BE mm &4c-q OR 4S UNDS�SIZL ES OR PEO 0.5
.WOE Or SEW SWU 8E AN A=iWa4NCf WITH PBLE AT ALL VALVES - SHAPED BOTTOM SUITABLE
FUR MEa4W=R=mUNT=V&r�h!ETAX i
W-J0 AU JaW73 20'WX 0,EXST" VALVE REQUIRED COMPACTED GRANULAR Bc UNDISTURBED SOIL
VALVE
RESTUNED J000 PRIOR TO DROP MATERIAL
(TYP.)SIZE AS REQUIRED
RESTAINED
NOTES: PIPE MECHANICAL JUNT
401wr WE HALF SECTION HALF SECTION HALF SECTION HALF SECTION
1. IF EXISTING UTILITY PIPE IS A WATER IVIAIN PIPE I_ I 1____j- 30' MIN. SHEETED TRENCH UNSHEETED TRENCH SHEETED TRENCH UNSHEETED TRENCH
6-INCHES OF SEPARATION IS REQUIRED. (36" MIN.
2. IF EXISTING UTILITY PIPE' 15 A FORCE hWN, S4NITARY SEWER. MANHOLE UNDER PAVING)
RECLAIMED WATER "VN OR STORM SEWER, la INCHES OF SEPARATION t
IS REQUIRED. IF THIS IS IMPRACTICAL AND EXISTING UTILITY "AIN IS TYPE 11 TYP E I
C900, C905 OR 0J. PIPE, SEPARATION CAN BE REDUCED TO 6-INCHES,
A FULL LENGTH OF PIPE SHALL BE CENTERED UNDER EXISTING URLITY 44
I "�- FORCE MAN COMPACTEC,GRANULAR BEDDING SHAPED BOTTOM W/TAMPED BACKFILL
MAIN TO PROVIDE "4X1UUM JOINT SPACING FOR ALL CROSSINGS. z*i:z c'q
PROVIDE NEW INTERIOR N N
3. LOCATING WIRING REQUIRED. SEE DETAIL W-44. PROTECTIVE COATING AS
SPECIFIED IN SECTION 446 0 C L A S S B
METHODOF ADJUSTMENT UNDER NOTF- POURED IN PLAC�E (NOT PREC"CONCRETE SHALL BE
FLUSH W1 GRADE MATCH CROWN OF D.I. M.A. or PVC
7
"jt___
EXISTING UTILITIES USING MECHANICAL RESTRANTS EFFLUENT 45' BEND
NOT TO SCALE
70 0
NOT TO SCALE
GATE VALVE & BOX - t . 1 . 4 �-'4
NOT TO SCALE
4 44
(t-sa NoIr/4
(Z) (ZI
FORCE MAIN CONNECTION ('5
X UNOM PA"G 24'
SEE NOMS am"AN TO FORCE MAIN
EX*TMG vnuTy NOT TO SCALE C4
pwposm"T PIPE AL
SIZE&Typt V�wk + F-0-1 0
=W-r-L cufIENED AT
RESTRNNED JONT OW.)
SUE AS RMURED BREAKERS GR
Won,
WTAI"A
OL
l--q N AH
Lvo TES
1. IF EXISTING UTILITY PIPE IS A WATER LWN 3. LOCATING WIRING REQUIRED, SEE DETAIL W-44. LLJ L2
> Q� V
6-INCHES OF SEPARATION IS REQUIRED, 0-4 Ll T M
4. DEPTH OF 8URY TO BE 36' MINIMUM IN PAVED AREAS MEASURED CD :�; ::Ifl
2. IF EXjSrjvG UTILITY PIPE IS A FORCE "UN, SAN/rARY SEWER, FROM FINISHED GRADE. DEPTO OF BURY TO 8C JO'MINIMUM IN c) I
RECLAIMED WATER "N OR STORM SEWER, 18 MHEES OF UNPAVED AREAS. cu m SFM
jo
SEPARATION IS REaujRED IF THIS IS IMPWTICAL AND EXISTING CC]3 PCB� PCB�
LITILITY uAjN IS C900, C,905 OR D.I. PIPE, SEPARATION GAIN SC 2
REDUCED TO 6-iNCHES. A FULL LENGTH OF PIPE SHALL BE ) ) %
CENTERED OVER EXISTING UTILITY how TO PROWDE MAKIMUM JOINT I,R 2 2 2 2 20'
0-- 7 T T RL
SPACING FOR ALL CROSSINGS, r
ECB I F]
METHOD OF ADJUSTMENT OVER MECH INTRLK s s ETM
EXISTING UTILITIES USING MECHANICAL RESTRANTS FS4 AL\
NOT TO SCALE O-Ai K� HDA 0 0
T7 TO ASIR AH
OL ly
ALARM I xi- 0 "� RESETS ASB
1-0- ,ASB ASR mi M2
ASIR
/RL LOJ
vm
H OL TIO Tll
EXIST, PAVEMENT ASPHALT CONC. (COMPACTED) -1111�1 msi -�f— A
(MATCH EXIST TYPE) 0 ENCLOSURE & DEADFRONT TYPICAL
0 '5060600d-- -0
0- 0 0 13 ml AUX
LlMEROCK BASE 0 -�o 0 0 0 0 0 ' A
6-0 1%0 0 0 0 o"
(LBR 75> 100y 0 0 '0 5 0 �O 0.0 0 0 0 T M THERMAL F-
a Q.0000(
MAX, DENSITY Ono 0 0 n 0 1 FS3
AH
C
F7 SB
R a
AASHTI3 T-180 12, MIR le Nil <
T5
FS1 FS2 4 3 8 T6 0- Of a
CQMPACTED BACKPILL A x
98% MAX. DILNSITY PER 0-k- 5 LAG /RL START > 0
AASHTO T-180 Tnp Tl�l T2 T�3 C T4 L G BREAKERS Ld -i
TOP OF BEDDING CONTROL PANEL LEGEND I T 2 N. PACK LL-
H OL < Ld
DFF LEAD T13 T14 :1� Ld
ENCLOSURE, NEMA4 MS2 co
M2 AUX 0 0
z U)
CONDUIT OR PIPE MCB MAIN CIRCUIT BREAKER A <
ECB EMIERG CIRCUIT BREAKER THERMAL 0 F= w
PCB1,2 PUMP CIRCUIT BREAKER L-&-E-TJM ALT Vm_j ASR] 0 Z C13
CCB CONTROL CIRCUIT 13REAKER AT9 —A T12 V) < 0
bi
MS112 STARTER F-
MIN. OL HEATER SF
MIR N /I M SFM z
ETM ELAPSED TIME METER R R Ld
e \ / \ () Lo
ALT ALTERNATOR -
AL ALARM LIGHT 6 5 4 6 5 4 Z
SFMI SFM2 Ms MS <
PAVEMENT REPAIR HOA HAND OFF AUTO SWITCH 7 a 2 7 8 12 1 2 >
RL RUN LIGHT
NOT TO SCALE -p I I
IL INDICATING LIGHT t I
SFMI,2 SEAL FAIL MODULES T/S
ASIR ALARM SILENCE RELAY
ASB ALARM SILENCE BUTTON
AH ALARM HORN BACKPLATE LAYOUT TYPICAL
VM VOLTAGE MONITOR CAP PC60 PPROVED�',\
GR GENERATOR RECEPTACLE HUBBELL, 460B7W +
START PACK: RUN CAP, START CAP, START RELAY
NOTE: CONTRACTOR '-,HALL CONFIRM EXISTING ELECTRICAL CH ARAC TERI STI CS 6EFC-IRE ORDEPING PUMPS AND PANE-L
f
4
FLA.REG.
4
LIFT STATION CONTROL PANEL 208/230 Vt 1 PH
m
AY
NOT TO SCALE
D�64 c q
>
0
:c LJ
Q C)
0
F_
a_
fn
w V)
Ln w
> 0
bi
PLAN VIEW
ELECTRICAL HUB
I\Vr x
I
INLET NOTES:
co 00
1. CONCRETE THRUST BLOCKING SHALL BE INSTALLED ON FORCE MAIN AT ALL
-4 r---7
FITTINGS AS SHOWN ON THE DETAILS ON THIS SHEET. CONCRETE SHALL BE
III Ild .
MINIMUM 2,500 P.S.I. STRENGTH AND SHALL HAVE A 1 TO 4 INCH SLUMP.
2. THRUST BLOCKS SHALL BE REQUIRED AGAINST UNDISTURBED MATERIAL.
WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE
MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL.
LL
4. ON TEES AND BENDS, EXTEND THRUST BLOCK FULL LENGTH. PUT rq
------ - BOARD IN FRONT OF PLUG BEFORE POURING CONCRETE THRUST BLOCK.
AUXILIARY PUMPING ACCESS 5. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS.
ANY MUCK ENCOUNTERED SHALL BE REPLACED ATH ACCEPTABLE BACKFILL.
6. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED.
7. CONCRETE FOR THRUST BLOCKS TO BE CLASS "C". clz �z
WARNING LIGHT
AUXILIARY POWER HOOKUP
ELECTRICAL
CONTROL
PANEL �`Eff NTH STAINLESS
STEEL BUG SCREEN ALUMINUM CHECKERPLATE COVER WITH
LOCKING HASP, TYPICAL TEE LATERAL
GR, 9.00 TOP ELEVATION 9.50
LJJ&--A--
x
I V,
r---L"_
90* BEND 45* BEND
THRUST BLOCK SIZING
6" CAULKING HUB
THRUST BLOCK END AREA IN SQ. FEET SHALL 2
0.785 x D x P
BE DETERMINED BY THE FOLLOWING FORMULA: A =
2,500
STAINLESS STEEL L \-2* GATE VALVE WHERE: A = END AREA REQUIRED IN SQ. FEET
LIFT CABLE 2'0 UNION D = PIPE DIAMETER IN INCHES
P = LINE PFESSURE IN P.S.I.
STAINLESS STEEL 0.785 = C014STANT
2*CHECK VALVE V)
2,500 = SOIL BEARING VALUE IN P.S.F.
LIFTING BAIL
2" PVC SCHEDUIE* 0
< of <
DISCHARGE PIPING <
36" DIAMETER
>
FIBERGLASS BASIN ce_
C) UJI 0
LEVEL CONTROLS THRUST BLOCK STANDARD DETAILS _J _j
Z) U-
NOT TO SCALE 0
<
z Lli
1" GUIDE RAILS 5 F- ui
BOTTOM Ld TZ
304 STAINLESS STEEL 0 z cn
ELEVATION 2.16 PAVED SURFACE
SCHEDULE 40 PIPE FINISHED GRADE
7,1'+," ��==Zzz= , I ......... I F V)
4 <
A U) <
0.6 CY CONC. Lij z
MINIMUM < C.I. LAMP HOLE COVER SIMILAR Ld In _j
> & EQUAL TO NEENAH FOUNDARY CO. 0 o
18" SQUARE Z v <
FIGURE No.R-1971 <
CONC. PAD
ELEVATION VIEW >
CLASS 2500 # CONCRETE cl
PUMP SPECIFICATIONS P.V.C. WYE BRANCH <
PUMPS REQUIRED 2 6" MIN. ALL SIDES AND BOTTOM
FIBERGLASS PUMPING STATION
MANUFACTURER HYDROMATIC
MODEL NUMBER HPG200 OR EQUAI P.V.C. STOPPER
PUMP SIZE
CAPACITY EACH (GPM) 26 ELEVATIONS: APPROVED:
TOTAL HEAD (FEET) 13
3.75" A 6.50
IMPELLER DIAMETER ALARM
6.00
MOTOR HP REQUIRED 2 HP BOTH PUMPS ON
LEAD PUMP ON 5.50
3450
SPEED (RPM) BOTH PUMPS OFF 4.44 TYPICAL CLEAN-OUT
208 C5 C7
ELECTRICAL Z230 1 PH NOTTO SCALE
FLA 31 ."
03
NOTE: CONTRACTOR SHALL CONFIRM EXISTING ELECTRICAL CHARACTERISTICS BEFORE ORDERING PUMPS AND PANEL DAT
NOTE: SEE DRAWING C-3 FOR CONTROL PANEL DETAIL
4?
SHEET:
PG4 C_�_
^ --__-___-_
a of
LLJ
Lu
1*GROW LLJ
COLD Wx
F/A —TEMPOWY TYPE I REPAIR
CMACTED cow mix 6.
I SU Md OLKIM
VARIE
TEMPORMY TYPE A REPAIR
CONTRACTOR SHALL �o
CASE X STANDARD PAVING REPAIR DETAIL NOTE:
PROVIDE CONTINUOUS SEWER Q
SERVICE INCLUDING SEPTIC 44
TANK PUMP OUT DURING
CX,1STIN(j- 8w GRAVITY SEWER CONSTRUCITON C,
CONNECT TO EXISTING
SANITARY SEWER MANHOLE AT EXISTING SEPTIC TANK, DOSING PROPOSED DUPLEX
TANK AND DRAINFIELD. SUMBERSIBLE GRINDER PUMP �4'
INVERT 4,31, SEE DETAIL, TOR SHALL (Z
STATION, CONTRAC
CONTRACTOR SHALL LOCATE
'12 AND ABANDON SYSTEM. PROVIDE ELECTRICAL CIRCUIT
3+0 FROM INSIDE BUILDING,
FL,C (9,53) FLE (9-26) FLE (9,27" FLE (9,17) 1 IN ACCORDANCE WITH C U RR-E-1 N T L)�IIORDINATE WITH OWNER.
121) E0 Q
CONTRACTOR SHALL PROVIDE
_9 (8.57) DURABLE WEATHER RESISTANT
FLE TRE3 T NAIL PIC I E.,�A SEPvIC.E: SIGN NOTING TELEPHONE
5�2�__1_14_ CONTACT IN CASE OF
tx V4,
FOA A
EMERGENCY, OWNER WILL
41
PROVIDE CONTACT
DIA. VVP
I'll k
1v Ix INFORMATION,
---T_w
PROPOSED 8 LF 6" PVC (DR
PAVEMENT
(8 31 EXISTING ASPHALT
35) GRAVITY SEWER @ S
BUILDING SERVICE AT
(SCH 40) FORCE MAIN
672" CLEAN
R -7 REPAIR,
CASE 10/4'AVEMEN
TYPICAL ( SEE I SET
EXISTING WATER ADVANCED DISCOUNT
SERVICES
AUTO PARTS STORE
CL
LLJ
FLA.REG.NO. 38031
DATE. MAY 200
SHEET, 2 OF 4
ATLANTIC BOULEVARD
L) �
�
.^.....' �
^^^~
p
| � �
|
/
................... .
0 M > m
< z �r-
of Ld
0
0
P
CL
cr_
00
LLI V)
Lf) Lw
5;
Ld
CK
bi
GENERAL NOTES
1 . ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND
GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED.
2. ALL WATER AND SEWER CONSTRUCTiON SHALL BE ACCOMPLISHED BY AN
UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS OF CHAPTER 00
489 FLORIDA STATUTES. ko
3. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY Q�
RIGHT OF WAY OR CITY EASEMENT MUST BE IN CONFORMANCE WITH THE ATLANTIC
BEACH STANDARDS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO q:) �o
1-4
PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH WITH THE
NATURE AND THE EXTENT OF THE WORK AND LOCAL CONDITIONS, EITHER SURFACE
b-I 44 cr�
OR SUB—SURFACE, WHICH MAY AFFECT THE WORK TO BE PERFORMED, AND THE
EQUIPMENT, LABOR AND MATERIALS REQUIRED.
5. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE
RIGHT—OF—WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND
METHOD OF CONSTRUCTION & REPAIR. GENERALNOTES SEWER
6. ALL WORK PERFORMED WITHIN AN EASEMENT OR A PUBLIC RIGHT OF WAY REQUIRES 1 . ALL SEWER MAINS SHALL BE PVC (ASTM-3034) DR 35 FOR DEPTHS TO 15 FEET,
A SEPARATE PERMIT ISSUED BY THE CITY OF ATLANTIC BEACH.
SDR 18 FOR 15 FEET OR GREATER, OR IN EASEMENTS UNLESS OTHERWISE NOTED.
7. A PRE—CONSTRUCTION CONFERENCE IS REQUIRED AND SHALL BE SCHEDULED 2. ALL MANHOLE FRAMES AND COVERS TO BE ADJUSTED TO FINAL FINISHED GRADE.
THROUGH THE CITY OF ATLANTIC BEACH,
8. WATER AND. SEWER CAPACITY FEES SHALL BE REQUIRED AT TIME OF BUILDING 3. ALL DUCTILE IRON SEWER PIPE, WHERE SPECIFIED, SHALL BE CLASS 51 AND
PERMIT APPLICATION. FEES WILL BE BASED ON TOTAL NUMBER OF PLUMBING COMPLY WITH ANSI/AWWA C150/A21 .50 AND ANSI/AWWA C151 /A21 -51 . DUCTILE IRON
PIPE SHALL BE PROVIDED WITH A FACTORY APPLIED INTERIOR POLYETHYLINE LINING
FIXTURE UNITS SHOWN OR LISTED ON BUILDING PLANS. IN ACCORDANCE WITH ANSI/ASTM D1248.
9. "AS—BUILT" DRAWINGS — AS—BUILTS ARE REQUIRED TO BE SIGNED AND SEALED 4. PRE—CAST MANHOLE SECTIONS ARE TO BE MANUFACTURED IN ACCORDANCE WITH
BY A FLORIDA REGISTERED LAND SURVEYOR. THEREFORE, IT SHALL BE THE THE LATEST EDITIONS OD ASTM C-478 WITH 4000 LIB. CONCRETEt TYPE 11 CEMENT.
CONTRACTOR'S RESPCNSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN
THE STATE OF FLORIDA FOR THE PREPERATION, FIELD LOCATIONS, CERTIFICATION, 5. FORCE MAIN SHALL BE DR-18, CLASS 150, PVC PIPE. PVC PIPE SHALL
AND SUBMITTAL OF "AS—BUILT" DRAWINGS IN ACCORDANCE WITH CITY. OF ATLANTIC CONFORM TO AWWA C-900 STANDARD. ALL JOINTS SHALL BE OF THE BELL AND
BEACH REQUIREMENTS.
10. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND 6. FORCE MAINS SHALL HAVE A MINIMUM OF 36" COVER FROM FINISHED GRADE OR
PROPERTY MONUMENTS. IF A MONUMENT IS DIS-TURBED, THE CONTRACTOR SHALL BOTTOM OF PAVEMENT BASE, UNLESS OTHERWISE SHOWN. FORCE MAINS SHALL BE owl_
CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. ARDS.
LEAK AND PRESSURE TESTED IN ACCORDANCE NTH CITY STAND
11 . ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF—SITE 7. THRUST RESTRAINTS ARE REQUIRED IN ACCORDANCE WITH CITY STANDARDS WHERE
BY CONTRACTOR ON A DAILY BASIS. FORCE MAINS ARE TERMINATED AND AT ALL BENDS AND TEES.
12. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE 8. A DEPT. OF ENVIRONMENTAL PROTECTION PERMIT WILL BE REQUIRED BY THE
ENGINEER OF RECORD ALONG WITH CLEARANCE LETTER FROM DUVAL COUNTY RESD
SITE BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY THE ENGINEER. < 0 <
PRIOR TO SERVICE ACTIVATION. cl- w 2
< w
13. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE CITY OF ATLANTIC 0 > 0
W _j
BEACH ON ALL MATERIALS FOR REVIEW AND APPROVAL, PRIOR TO PURCHASE OR -i U-
CONSTRUCTION OF ANY UTILITY PIPE OR STRUCTURE. < :D
Q (5
Z 0
'14. UNSUITABLE MATERIALS UNDER WATER, SEWER, OR STORM PIPE AND/OR < z
0 _j
STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL 0 Z
PROPERLY COMPACTED IN ACCORDANCE WITH CITY STANDARD SPECIFICATIONS. V) < <
_j
<t z
15. HORIZONTAL SEPERATION BETWEEN WATERMAINS� VALVES, AND FITTINGS AND
SANITARY OR STORM SEWERS SHALL BE A MINIMUM OF 10 FEET. WHERE A 10 FOOT 0 Lo
PARALLEL SEPARATION CANNOT BE MAINTAINEDs THE WATER MAIN SHALL BE LAID IN z
18" ABOVE <
A SEPERATE TRENCH OR ON AN UNDISTURBED EARTH SHELF AT LEAST >
THE TOP OF THE SEWER MAIN. IF IT IS NOT POSSIBLE TO MAINTAIN 18" VERTICAL a
DISTANCE, THE SEWER MAIN SHALL BE D.I. WITH A MINIMUM VERTICAL CLEAR DISTANCE
OF 6" UNTIL THE PROPER 10 FOOT SEPERATION DISTANCE CAN BE OBTAINED. ALL D.I.
PIPE SHALL BE CLASS 50 OR HIGHER AND CONFORM TO JEA STANDARDS.
16. ALL WATER MAINS CROSSING SANITARY OR STORM SEWER MAINS, AS WELL AS
VALVES AND FITTINGS, MUST HAVE A MINIMUM 18" VERTICAL SEPARATION. IF THIS A 7PP �W
CANNOT BE OBTAINED, ENCASE IN ACCORDANCE WITH THE JEA DETAILS. ALL JOINTS
ON THE WATER MAIN WITHIN 20' OF THE CROSSING MUST BE LEAK FREE AND
rn
ko
MECHANICALLY RESTRAINED.
F L-v
DAT
SHEET: 6F 4
DWG.# C-1
...............
ADVANC D -DISCOUN AUTO --PAR S
A A _N C B AC ]� , FLOR � DA
SAXIF- - ARY , S JW R URBISHM NT
� �Te LOCATION INDEX
& i ADVANCED �`oUNT
AUTO PaR,S i
� u (
U
SHEET 0 COVER SHEEP
.� ? SHEET 1 GENERAL NOTES
ATLANTIC B001E"'a° SHEET 2 PROPOSED NEW SANITARY LAYOUT
SHEET 3 WET WELL DETAIL SHEET
SHEET 4 WET WELL DE'PAIL SHEET
c
PREPARED BY
c v _K _K
14286-19 BEACH BOULEVARD, {{ 232
JACKSONVILLE, FLORIDA 32250
'PELEPHONE-. (904) 818- 2802 c
PROJECT N0 . 2005 - 05 - 01
DATE .- MAY 2005
4-"6,
A F ZdlS3A
',4 4
z. 17 7-0
MRP TO SHOW BOUNORRY SURVEY OF
14 38, TOWNSHIP 2
A PART OF THE CASTRO Y. FERRER GRANT, SECTIO
SOUrH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, BEING MORE
PARTICULARLY DESCRIBED AS FOLOVS:
FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE
I R5 NOW ESTABLISHED
WESTERLY RIGHT OF WRY LINE OF PQURTIC DRIVE,
AS A 60 FOOT RIGHT OF WRY WITH THE NORTHERLY RIGHT OF WAY LINE OF
83 OF
oloIll ATLANTIC BOULEVARD, AS NOW ESTABLISHED A5 R 102 FOOT RIGHT
WAYP THENCE 5OUTH 89*18'38' WEST, ALONG SAID NORTHERLY RIGHT OF
WAY LINE, A DISTANCE OF 152.25 FEET TO THE POINT OF BEGINNIN"
THENCE CONTINUE SOUTH 89mlB'380 WEST ALONG SAID NORTHERLY RIGHT
OF WAY LINE, A DISTANCE OF 177.72 FEET TO A POINT OF CURVE OF R
CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 25.0 FEET; THENCE
R. "ro o RIGHTOF WAY LINE AN[J
4 7 3-'IJ 5'Z NORTHWESTERLY DEPARTING FROM 5AID NORTffiiLY
4. ALONG THE ARC OF SAID CURVE, A laiORD BEARING OF NORTH 48050'42
WEST AND A CHORD DISTANCE OF 33.27 FEET TO THE POINT OF TANGENCY
C ma a 0 74.70
OF SAID CURVE) THENCE NORTH 7*16'02" WEST A DISTANCE OF
FEET TO A POINT OF CURVE CONCAVE 5OUTHEP6TERLY HAVING R RADIUS OF
25.00 FEET., THENCE NORTHEASTERLY, ALONG THE ARC OF SAID CURVE, A
DISTANCE OF
CHORD BEARING OF NORTH 16'49'39" EAST R14D R CHORD
SAID CURVE BEING CONCAVE
20.41 FEET TO A POINT OF REVERE CURVE,
WE5TERLY HAVING R RADIUS OF 50.0 FEET's THENCE NORTHERLY, ALONG
THE ARC OF SAID CURVE (SAID CUiVE COMMONLY KNOWN A5 A CUL-DE-5AC)
A CHORD BEARING OF NORTH 04001 'Olq' EA5T AND A CHORD DISTANCE OF
qc,,ro P14Rrs 0
60.05 FEET TO A POINT ON SAID CURVEo THENCE NORTH 83*12'22' EAST
- (v 13
A 015TRNCE OF 69.33 FEET) THENCE NORTH 89'18'38' EA5T, A DISTANCE
OF 110 DESCR16ED
.00 FEET TO THE WESTERLY LINE CF THOSE LANDS AS
z S.o' IN OFFICIAL RECORDS VOLUME 48- PAGE 873 OF THE CURRENT PUBLIC
'16'020 EAST, ALONG 581D
RECORDS OF SAID COUNTYP THENCE 5OUTH 07
40 WESTERLY LINE, A 015TRNEE CF 184.24 FEET TO THE POINT OF
BEGINNING.
CONTAINING 0.798 ACRES, MORE CR LESS
N3
FORt 015COUNT AUTO PARIS. INC.
MR55ACHU5ETT5 MUTUAL LIFE INSURRNCE COMPANY
PRRRMOUNT/CHICRGO TI.TL,-- IN5URRNCE COWANY
V)
ol e
�j
ID
\A I
c
\3
00
CIO \j
4 7' v 67 7-
or
It X.
4 cv 0� I I,/"Fe
Z5 1. -?-
aV 0 4A?,SAtOlWAeA.7
-rdf f dg Av 0-(dr c r,a A/
Ae, 4/�'e-r
*a"fc, WAL 0 �w
WAL'g
030 ZS"
A occ A Is 177 ;- 2
� ;47-4c- 10
qC>A 0
TL A T/ C BOUL E VA RD
-A Ve 0)
p FLOOD CERTIFICATION: z
c�
I CERTIFY THAT THE PROPERTY SHOWN HEREON LIES WITHIN ZONE AS
e T 6 Z> 4�6 X, I I /I j r SHOWN ON FLOOD INSURANCE RATE MAP DRIED FOR
-00� WVy 0/� wrov,4jrvO�wO.
COMMUNITY NO,. lzao-13r PANEL NO: COUNTY, FLORIOR.
AS R4,
a 4-r7'6'f-e,-v7- -,--4S A-wACFe r-- ZQCqral 'Aloff4(p-94�1A/0 I CERTIFY THAT THIS SURVEY 05 MADE UNDER MY 5UPERVISION AND
4Z;,j4Cdr.,Vr' jkVWeoCS r4Xe.ve vArj,�e7 CVAoV47A1r r,4X 4044f,
MEETS THE MINIMUM TECHNICAL 5TRNDARDS ESTPBLIShED BY THE FLCRICH
�j �j _j"u'ev I:--y OF q trd§�P AS "A'ea-'oe- wr-o IAI STATE BCRRD OF LRI 4 0 5URVEYC,'iS PURSURNT TO SECT104N 472.027, tr--RRNK JONES & RSSOCIRTtES
roxe IA0, /C7 /0 cloo..2zg �
-ree FLORIDA STATUTES. LAND SURVEYORS AND LAND VLRNNEtS
POST OFFICE BOX 58055
.-j JACKSONVILLE, FLORIOR 32247
FLORIDA REG. LlIft 5URVEIOR N). 2772
JR.
FRANK W. JONES) DATE: voll .4, 1997 15CRLE.-
PRINTS OF THIS 5L!RYEY ARE NiJT VALID
W.O. NfJ-' DR16. Nol xal.-o-
UNILE.55 EMBOSSED WITH THE SURVEY,JRS SEAL.
F B.
muff