HomeMy WebLinkAboutPLANSPUILDING DESIGN CRITERIA:(FLA.)
OCCUPANCY GROUP: E - (PKIVATE EDUCATIONAL)
ONSTRUCTION TYPE. IV
BUILDING SIZE: Q @ I 1 1-8" X GO-001
SQUARE FOOTAGE: 4200
EGRESS LOAD: 100
PLUMBING LOAD: 200
DESIGN LOADS
ROOF: 20 P.5,F.
FLOOR: 40 P5F CORRIDOR: 50 P51F
WIND SPEED: 140M,P.H. EXPOSURE: 13
SEISMIC: NONE
)ESIGN CODES: FLORIDA
2001 FLORIDA BUILDING CODE
2001 FLORIDA MECHANICAL CODE
2001 FLORIDA PLUMBING CODE
1999 NATIONAL ELECTRICAL CODE
2000 NFPA 101 LIFE SAFETY CODE
2001 FLORIDA BUILDING CODES (ACCESSIBILITY)
2001 FLORIDA ENERGY EFFICIENCY CODE
STRUCTUMI, LOAD LIWATIONS: FL.
5A5C WIND 51*FtO - 140 MPH
IMPOKTANCI FACTOR 1.0
exr, - 5
NIA - INCLUDED IN TAI3l_t5.
NO LCADi
140 MPH WIND 5rttD
Iw - 1.0 WINE) IMFOKrANCt rACTOP,
5 WIND W05URE CATEGORY.
GCFm - 0, 18 INTf.RNAL PRt55UR.E COEFFICIENT,
rW - 47.2 MF WALL COMPONENT 4 CLADDING LOAD
Pr - 69.0 F5F ROOF COMPONCK 0 CLADDING LOAD
TH15 EUILDING 15 NOT DE51GNrO FOR FLACEMINT ON THE LIPPER
HALF 01 A 11111 OF, ff5CARPMrNT EYCECDING 15 FEET IN HrIGHT.
OOK LOAD:
IH15 DUILOING 15 NOT 0151GNED TO 5E LOCATED IN A
f tOOR IIAZAKD AM,
GENERAL NOTES:
1. THIS BUILDING IS DESIGNED AS AN INDEPENDENT STRUCTURE AND IS TO HAVE A FIRE
SEPARATION DISTANCE A MIN, OF 30'-0" FROM AN ASSUMED OR KNOWN PROPERTY LINE,
UNLESS FIRE RESISTANT RATING IS NOT REQUIRED BY TABLE 600 OF THE FLORIDA BUILDING
CODE. FOR STRUCTURES CLOSER THAN REQUIRED SEPARATION OR ANY OTHER CONDITIONS,
IT SHALL BE THE SOLE RESPONSIBILITY OF THE DEALER TO PROVIDE NECESSARY
PROVISIONS TO COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODE REQUIREMENTS.
2. ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY,
TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE
BOLTS SHALL NOT BE USED.
3, ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS MUST BE DESIGNED AND INSTALLED
BY OTHERS AT SITE AND SUBJECT TO APPROVAL BY LOCAL JURISDICTION. THE PRIMARY
ENTRANCE MUST BE ACCESSIBLE.
4, TRUSSES TO BE CERTIFIED BY TRUSS DESIGNER FOR LOAD AND APPLICATION USED (NOT
RESPONSIBILITY OF DESIGN ENGINEER).
5. PORTABLE FIRE EXTINGUISHE,R(S) PER N.F.P.A.-IO SUBJECT TO APPROVAL BY LOCAL
JURISDICTION.
8, THRESHOLD AT DOORWAYS SHALL BE BEVELED WITH A MAX. EDGE HEIGHT OF 112- AND
NOT MORE THAN 1: 2 SLOPE.
FOUNDATION:
THE ANCHORING AND FOUNDATION OF THE STRUCTURE ARE CRITICAL FOR THE STRUCTURAL
INTEGRITY OF THE BUILDING AND MUST BE DESIGNED BY A LOCAL ENGINEER.
ELECTRICAL NOTES:
1. LIGHT FIXTURES INSTALLED IN CLOSETS SHALL BE SURFACE MOUNTED OR RECESSED WITH
COMPLETELY REDUCED LAMPS AND SHALL BE INSTALLED IN ACCORDANCE WITH N,E.C. 410-8.
2. A DISCONNECT SHALL BE PROVIDED WITHIN SITE & READILY ACCESSIBLE FOR ALL AIR
COND11IONING EQUIPMENT, DISCONNECT MAY BE INSTALLED ON OR WITHIN HVAC EQUIPMENT.
3. MAIN DISTRIBUTION PANEL SHALL BE FURNISHED AT SITE & INSTALLED IN ACCORDANCE
WITH LOCAL AND STATE CODES.
4. WEATHER PROOF PROTECTION REQUIRED FOR ALL OUTDOOR LIGHTS AND/OR RECEPTACLES.
5. RECESSED ELECTRICAL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND N.E.C. 410-65 & 66.
6. ALL CIRCUITS & EQUIPMENT SHALL BE PROPERLY GROUNDED IN ACCORDANCE WITH THE
N.E.C.
7. ALL WIRING (ELECTRICAL, COMMUNICATION, FIRE ALARM, ETC.) IN HVAC RETURN AIR
PLENUMS MUST BE INSTALLED IN PROPER RACEWAYS OR BE APPROVED TYPE CABLES PER
N.E.C. 300-22, NO ROMEX OR SEU CABLES ARE PERMITTED.
8. EXTERIOR MOUNTED CROSSOVERS OF ELECTRICAL CIRCUITS SHALL BE CONNECTED 0 SITE
& INSTALLED WITH ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS, WIRES SHALL BE
OF A TYPE APPROVED FOR INSTALLATION IN DAMP AREAS.
9. WHEN WATER HEATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY
ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER(S) SERVED. THE BRANCH CIRCUIT SWITCH
OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY
WHERE THE SWITCH OR CIRCUIT BREAKER IS WTHIN SIGHT OF THE WATER HEATER OR IS
CAPABLE OF BEING LOCKED IN THE OPEN POSITION.
ELEVATION NOTES:
1. SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION.
2. FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE I SO. FT. NET AREA PER 1/150th
OF THE FLOOR AREA, AND AN 18' x 24' MIN. CRAWL SPACE ACCESS, SITE INSTALLED BY
OTHERS AND SUBJECT TO LOCAL JURISDICTION.
----------------- rLOOK LIW -------------
A
CRAX L"L
SIDE WALL ELEVATION
WHITE
SIDE WALL ELEVATION
FUIROE2CY
MECHANI A
1. DUCT EXPOSED TO NONCONDITIONED SPACE SHALL BE INSULATED TO
PROVIDE THERMAL RESISTANCE,
2. DUCTS SHALL BE CLASS 1, AND IF ALUMINUM OR GALVANIZED,
CONSTRUCTION SHALL BE PER CODE.
3. SUPPLY AIR SHALL BE VIA DIFFUSER WITH ADJUSTABLE DAMPERS.
4, RETURN AIR SHALL BE VIA GRILLES EITHER MOUNTED IN CEILING, WALLS OR
DOOR(S), AND/OR BY UNDERCUT DOORS.
5, VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN
APPROVED VENT CAP.
6, REST ROOM VENT FANS SHALL PROVIDE A MINIMUM OF 50 CFM PER WATER
CLOSET AND/OR URINAL
PLUMBING:
1. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES.
2. STORAGE TYPE WATER HEATERS SHALL BE EQUIPPED WITH A DRAIN VALVE,
T7P RELIEF VALVE (WITH DRAIN THROUGH FLOOR) AND A SHUTOFF VALVE
WITHIN 3' ON COLD WATER SUPPLY LINE.
3. WATER HEATER THERMOSTAT SHALL BE FACTORY SET AT 120*.
4. LAVATORIES OF PUBLIC RESTROOMS SHALL BE EQUIPPED WITH OUTLET
DEVICES WHICH LIMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM,
OR BE EQUIPPED WITH SELF -CLOSING VALVES (UNLESS DESIGNED FOR THOSE
WITH PHYSICAL DISABILITIES).
5, PLUMBING DWV MANIFOLD AND CLEANOLITS SHALL BE SUPPLIED AND
INSTALLED AT SITE UNLESS PART OF SCOPE OF WORK.
6, WATER SUPPLY LINES SHALL BE CPVC OR COPPER.
7, DWV SYSTEM SHALL BE EITHER ASS OR PVC, IPS SCHEDULE 40.
8. DWV AND SUPPLY PIPING SHALL BE INSTALLED IN ACCORDANCE WITH
APPLICABLE STATE CODES.
ELEVATION OF UM-0890-06-1-6
IS SHOWN HERE.
UM-0891-06-1-6 WILL BE A
MIRRORED IMAGE WITH VARIATIONS.
NO PAINT
TRIM
COLOR: NO PANT
4@
0
END WALL ELEVATION
0
0
r - -------- 1
�Lj
El
El
11
0 e
END WALL ELEVATION
0
0
NOTE: THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS
OF WORK AND MATERIALS REQUIRED FOR A COMPLETE
INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO
LOCAL JURISDICTION.
1. CUSTOMER AND SET-UP CONTRACTOR TO CHECK AND REVIEW SHIP -LOOSE
DRAWINGS.
2. PORTABLE FIRE EXTINGUISHER(S).
3. FIRE ALARM SYSTEM AND EMERGENCY DISCHARGE LIGHTING.
4. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO THE BUILDING.
5. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINE(S)
-- (MULTI -UNITS ONLY).
6. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES
(MULTI-UNfTS ONLY),
7. INTERNATIONAL BARRIER -FREE SYMBOL TO BE ON OUTSIDE OF THE BUILDING
MAIN ENTRANCE AND ON 'THE OUTSIDE OF THE HANDICAP TOILET ROOM DOORS (AT
SITE UNDER CONTRACTUAL TERMS BETWEEN CUSTOMER AND OWNER/USER).
ACCESSIBILITY:
GRAB BARS
1 1/4' TO 1 1/2- CIA W/ 1 1/2' OF CLEAR SPACE BETWEEN THE BAR AND THE
WALL GRAB BARS: 36" MIN. BEHIND TOILET & 42" ALONG SIDE OF TOILET,
MOUNTED 0 33" TO 36" A.F.F. TO CENTER
TnI[FTS
HEIGHT: 17" TO 19' TO TOP OF TOILET SEAT
TOILET PAPER DISPENSER: SHALL BE WITHIN REACH & 19" A.F.F. MIN,
LAVATOR
HEIGHT: 340 A.F.F. TO RIM MAX & 29" A.F.F. MIN, TO BOTTOM OF APRON
FAUCETS: SHALL BE OPERABLE BY ONE HAND AND REQUIRE NO GREATER THAN
5 LBS OF FORCE TO ACTIVATE (fE; LEVER OPERATED, PUSH TYPE, AND
ELECTRONICALLY CONTROLLED)
URINALS
HEIGHT: STALL TYPE OR WALL HUNG ELONGATED WIRIM 0 17' A.F.F. MAX
MIRRORS
I SHALL BE MOUNTED WITH BOTTOM EDGE NO HIGHER THAN 40" A.F.F.
CONTROLS. DISPENSERS, REZEErACIFS & OTHER OPERADIF EQUIPMENT
NO HIGHER THAN 48" FOR FRONT APPROACH
NO HIGHER THAN 54" FOR SIDE APPROACH
RECEPTACLES SHALL BE NO LESS THAN 15" A.F.F.
SINKS
HEIGHT: 34' MAX TO RIM OR COUNTER
KNEE CLEARANCE; 27* HIGH, 30" WIDE & 19" DEEP BELOW SINK
DE�'rrl: 6 1/2' MAX SINK
EX�OSED HOT WATER & DRAIN )IPES SHALL 13E INSULATED (TYP ALL SINKS
AND LAVS)
clv�Oas;
lf'� �,,AX THRESHOLD HEI�HT
HARDWARE: EASY TO GHASP a ODES NOT REQUIRE TWISTING OF WRIST (JE:
POSH -TYPE, LEVER OPEr:ATi:0 i�R U -SHAPED) 48- MAX A.F.F.
OPENING FORCE: 8.5 LBS (EXT. 'flNGED) 5 LBS (INT. HINGED)
TCiLET DOORS SHALL BE SELF ',,I
_oSiNG
Vr'!JAL ALARMS SHAL! !�E INI�TALLLD IN RESTROOMS IN BUILDINGS EQUIPPED
W/ EMERGENCY WARNING SY!�CMS
ATTENTION THE FOLLO',VING I It 05 WILL NEED TO BE 511f �N51ALLFD 5Y OTHER5
DUE TO:
MATERJAL CR055ING MAIE-LINr5
WrIGHT Rf5T'�ICTION5
NrfGHI PF5TRfcTioN5
CU5TOMER RroUn5j
• CABINETS 0 CUUNTER TOPS
0 TOILET PARTITM
• T0n_ETS 11 SIwS
0 1 hr VALUCEILING FINISH
• PLUMBDIG C"ECTIM 0 BOWS
[I RIDGEDEAM SUPPORTS
• RMT VENT [I PLUMBING VENT
0 SUSPENDED CEILING
[I VATER CMLER
ARCHITECT BY
JOHN A. BODZIAK, ARCHITECT
'�G37 4th 5t. N. 5T, PETf R515URG, FLOPOA 33704
LICEW)E #AP-0005065
THIRD PARTY LISTING AGENCY APPROVAL
THESE PRINTS COMPLY WITH CON5T. rtl'C IV
THE FLORIDA MANUr-l.__ OCCUFAN2
BUILDING ACT AND ADOPTED
CODES AND ADHERE TO THE AU 0WA5Lf 0
FOLLOWING CRffERIA Of FLOORD i
ITY
ff LC) F?, I D A
A�-�-nvvr.w WND VCLOC
�Rt R.AnNG Of
t,XTI!RJOR WALLE2
�LAN NO.
MDS
O�LLOWABLf
FLLQR LOAD 40/80
APPQVAI. DATr
MANUFAQT�S[S ULAR
By
Minty
tllG" \tELOCITY ll�MCkNt Aff-A5 NO
APPRWAL OF THIS DOCUMENT DOES NOT AU'WRIZE OR APPROW
St. Lu6ie
ANY DEYLATION OR DEMTIONS FROM THE REOUIREMENTS OF
APPLICABLE STATE LAWS
MANUrACTUR,t 1 0. NUMBI!R: LJM-333-G
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05/29/02
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DRA WING)f:
UM-0890-089 1 -1 _G
PROJECT)OF�-
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APPRO VAL*f. *
DATE REVISED:
OG/25/02
S c, a �E_
HEETI:
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,
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PLUMB'I
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FINISH SCHEDULE
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UNIT" A 11
UNIT 11 13 11
UNIT 11 C . 11 �
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UNIT D 'q
x
UNIT 11 E it 11 -111t
"I, C x
UNIT " f -At
x
V-10"
X--
X
2 FLOOR
TANK
2
eNDERNEATH RIM FOR
No BRAND SPECIFIED) 4
— BASE
FIBERGLASS MOP SIN� WrrH LEGS / SM. FAUCET
(NO BRAND SPECIFIED .
I
=ACCESSIBLE WATER FOUNTAJN LOWER SPOUT OUTLET
3 . AFF / HEIGHT OF WATER STREAM 4" MIN.
(NO BRAND SPEC4FIED)
I
WALLS
LSURFACE
MOUNTED PAPER TOWEL DISPENSER 130TTOM EDGE
0 40" A.F.F (MAX) (NO BRAND SPECIFIED).
3
—
TRIM
ONE SET GRAS BARS. INCLUDES: (1) 36' LONG & (1) 42"
LONG. MOUNTED 0 34' A.F.F.
1
SETS
TOILET PAPER HOLDER (NO BRAND SPECIFIED)
4
CEILING
18"x3O' MIRROR 0 40" A.F.F.
(NO BRAND SPECIFIED).
4
IlOTE: i. MODESTY PARTITIONS (3)
COLOR:
SYM
SIZE
THK.
DOOR
L
o R. RATED
WU STUDS 0 1 S. D.C. WITH 1 LAYER
01FH5/UB TYPE- EACH SIDE
CA FILE 0 W 1200
38x8O
1 3/4'
STEEL
PO
0
3OX80
1-3/4*
*000
PC
360D
1 3/4"
WOOD
FIG
ONE
I=M= ONE
Immm amm
IFI AREMARKS
NG
IMAPACT RATED
TED
I HR. RATED
GOO
20 MIN. DOOR
NOTE DOOR HANDLES TO BE HANDICAP ACCESSIBLE
1. PAINTED
1. LEKAN (UTE KR, Kr FINISH. PANIC W/PULL
INTERIOR COLOR SW 1039 WHITE
EXTEF" COLOR WHITE
TI.alD
K%4DLF- CLOS . WEA STRIP,
dws COLOR
2. THRESHOLD, NRP HINGES
PAIINTED
INTERIOR COLOR
3. P 0 SINGLE RR ONLY.
DOT" COLOR
RATED DOORS ONLY
JAWS COLOR
3. X
4. 10 x 10 VIEW BLOCK
*$CLASSROOMS ONLY"
iwrm" COLOR XX
EXTERIOR COLOR XX
JAMB COLOR XX
WINDOW S-CHEDULE
SYM
SIZE
WINDOW
FRAME
I
—GLASS
QTY
I
ROUGH OPENING
REMARKS
TYPE
—
32X51
YS
I B!"ZIE
18
IMPAcT/EORM
82" A.F.F
I CONSTRUCTION NOTES
I CHASSIS FNLOOR EXTERIOR WALLS
al"
NOTES IONLY ( 97
INDICATES NO, Or STEEL
5TRAP5 N�,TALLCD At
SUPPORT OLUMN
LOCATIONS (EA. HALF)
INDICATES NO. Or' 5T`UD-c
INSTALLED AT
5UPPOKT COLUMN
LOCATIONS (fA. MA-r)
51-itARWAL-5 4 MOLL) DOWNS
SEE 5TRUClURAL rrG PAGE 5- 1 G
A5HEAPWALL5
(D HOLD DOWN
NOTE: DIMENEION5 DO NCrr
INCLUDE Wki COVMNG ALL
WALLS 2x4 UNLESS NOTED
11
N/A
IN
69-11
SKIRTING I
N/A I
ARCHITECT BY
F"Psj WL U M - 0 (5 9 0 JOHN A. E30DZIAK, ARCHITf-CT
3G37 14th 5t N. ST� PETERSBUPG, FLOPJDA 33704
NOTE: UV-0890-OG- I -G MU5T BE USED IN CONJUNCTION LICEN51! #AR-00050G5
W1711 UM-0691-06-1-C TMrRfrM ONE MU51 BE LOCAIED
WITHIN 500 f7. Or THE OTHEP. THIRD PARTY LISTING AGENCY APPROVAL
THESE PRINTS covpLy wrrm CoN5T. rTrr IV
THE FLORK)A MANUZA� OCCUl"ANC," c
BUILDING ACT AND ADOPTED
CODES AND ADHERE TO THE ALIOWAF3LE #
FOLLOWING CRITERIA Or rLoM I
WIND VE=r'Y -L4Q m2h
ff LC) F;?, I D A r I" RAI ING or
V s �xTrKjopw�%o- 0
PLAN NO�
ALLOWAMI
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APPR,C)VA� QA7E
VMUrACfQRrR LNIIrQ M-QQJlLAR
HIGH VEL22TY tl� �E ARtA� NO
APP"AL OF THIS DOCUMENT DOES NOT AUTHORIZE OF APPROVE
ANY OEyIATKA OR DEWTIONS FROM THE REOUIREMENTS OF
APPLK'ABLE STATE LAWS
MANUrACTURE f.D. NUMBIP: UM-333-G
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DRA NW BY'
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CHECKED BY:
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DRA #TNG�F:
um-0890-083 1 - I -G
PRO.&Clr,ol:
FL-OG50
APPRO VAL�f:
DA TE BE VISEV.*
QG/25/02
SHEET+f:
ll� 2 of
44�
AVERAGE DAILY ATTENDANCE 133 OCCUPANTS
0
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p
00
00
2
00
2
00
2
L
L
L
u
u
2G'- 10 1/2"
60,-0"
0-G, 5/81?
25'-G 7/8" 11-011
PLUMBING SCHEDULE
HNIbH �&HEDULI:.
SYMBOL
DESCRIPTION
QTY
INTERIOR
REMARKS
FLOOR MNTD ELONGATED BOWL FOR THE HANDICAPPED W/
STANDARD TANK
(NO BRAND SPECIFIED)
2
FLOOR
1. CUMNEFE
THRU-OUT
-f. *0";
COLOR: 518" COOL WHITE
BATHS ONLY
FLOOR MNT'D BOWL WITH STANDARD TANK
(NO BRAND SPECIFIED)
1
3.
WALL MOUNT HANDICAP URINAL (NO BRAND SPECIFIED).
TOP OF RIM 0 17' A.F.F.
1
BASE
I� W'i coz WE
COLOR, 209 TAUPE
BATHS ONLY
WALL HUNG LAVATORY W/ 29' SPACE �N A RIM FOR
NME TH
HANDICAPPED W/ STANDARD FAUCETS NO SPECIFIED)
—
4
2.
COLOL
WALLS
1. 3/8- �o ovs 5/8
g
FIBERGLASS MOP SINK WITH LEGS / STD. FAUCET
(NO BRAND SPECIFIED).
I
2. nmv IN CORRIDOR ONLY
SAVANNAH ER UF '/1'
WA ESSIBLE WATER FOUNTAIN LOWER SPOUT OUTLET
_16 A / HEIGHT OF WATER STREAM 4- MIN.
(NO BRAND SPECIFIED).
SURFACE MOUNTED PAPER TOWEL DISPENSER BOTTOM EDGE
0 40- A.F.F (MAX) (NO BRAND SPECIFIED).
1
3
1. BATTEN
W
0-10
uor)
" 11
TRIM
1 WINDOWS a DOORS PC
OOLcft lam WHITE
1. 2x4 SUSPENDED CEILING f 7 -10" Ar,F.
ONE SEr GRAB BARS. IJCLUDES: (1) 36' LONG (1) 42"
LONG. MOUNTED 0 34 A.F.F.
1
SETS
CEILING
2. MgMDtD CEILING 0 7 -8' A.F.r,
CDLOIL N/A
CORRIDOR ONLY
TOILET PAPER HOLDER (NO BRAND SPECIFIED)
3
DOOR SCHEDULE
18"00" MIRROR 0 40" A F.F.
(NO BRAND SPECIFIED).
4
SYM
SIZE
THK.
DOOR I
JAMB
JAMB
FIN
GRFGR
HR
I
QTY
ROUGH
OPENING
REMARKS
MATT I
TYPE I MAT'L
I TYPE
�OTE: I. MODEM
COLOR:
PARTITIONS (3)
0
3swoo
1 3/4'
STEEL
RD STEEL
PO
5"
1
1&2
3
IMAPACr RATED
30.80
—
1-3/4'
WOW
RD WOOD
i5
PG
5 5/6.
-
3&4
7
1 HR. RATED
1 HOUR RATED STUDS 0 16" D.C. WITH 1 LAYE�' TEE
OF 5/8" TYPE-wu EACH SIDE
x
R.
1 3/4'
WOW
PC
5 5/0.
1 1
3
4
20 MIN, DOOR
I
HARDWARE GROUP
FINISH GROUP
NOTE DOOR HANDLES TO BE HANOICAP ACCEMILE.
1. PANIC */PULL
hWLJE,(L9A:
2. THRESHOLD, NRP HNOES
3. AS" PR 0 SINQUE RR ONLY,
V'090N RATED DOORS ONLY
4. J�,� IOM
L
1. PAINTED
INTERIOR COLOR SW '1039 WHITE
EXTERIOR COLOR WHITE
IIAMB COLOR
2. PAINTED
INTERIOR COLOR
EXTERIOR COLOR
�IAMFI COLOR
3. X
INTERIOR COLOR XX
EXTERIOR COLOR XX
IMB COLOR XX
WINDOW SCHEDULE
SYM
SIZE
WINDOW
TYPE
FRAME
GLASS
OTY
I ROUGH OPENING
REMARKS
(2)
32X51
BRONZE
BRONZE
12
IMPACT
X
X
X
HEADER
HEIGHT
MISCELLANEOUS
82" A.F.F,
1.
CONSTRUCTION NOTES
CHASSIS
FLOOR
EXTERIOR WALLS
3M
III-8-60'-Q-
JOtSTS IWISX6*
WIDE FLANGE
i�5
_(6)
Rp
2X EN5
IN
6" DID.
10' C_CHANN11
A,
OVER B-DECK
SPACING
ps�m
N/A DETAIL RMI
I--
K kb
FfMN
FLAT
R-1
I UNFACED
TION
I � KRAFT
S; DING
L
NOTES
I SEE DETAIL PAGE
SHEATHING
TYVIX
SPECIAL
N07S
STUCCO TO BE DONE
SITE BY 074in
IN T
I LERIOR
WALLS
ROOF
..—
RIDGEBEAM
STUDS Ila
N I uu�'
GIL STEEL STUDS
Yti (�I± NUILS)
45 MIL EDPV RUDBER
N/A
NIA
N/A
N
16' a. C.
GAL
IBM
9
41A
LAMINATED
/A
R—i I qIJrT
16- ox
NOTES
CORRIDOR WALL HEIGHTS
ONLY ( 97 114'
N/A
HLLL HT. IN/A
f-wq
CLOSE-UP
PREP.
M")
RARD CLOSE UPIN/A
K
PLASM
COLUMNS
SOFT CLOSE UPIN/A
5EE 5TRUCTURAL PrG PAGE 5- 17 [VI
NDICATn NO. OF 5TtIL
5TRAP5 IN5TALLfD A7
@5UPPORT COLUMN
LOCATION5 (EA. HALF)
INDICATE5 NO. C D�
I N5TALLED AT JaWg4o""
5L)PROPT COLUMN
LOCATION5 (EA, HALF)
SP
MTESKIL
IVA
/A
AGE
3MYTrEZX�=
CLEAR SPAN
ACCESSORIES
1201
CABNET -
COLOR.,
omm-
EDGE TYPE:
N/A
CTY(XP'O-'R:
N/A
,511tAKWALL5 4 HOLD DOWN5
SPRKLR SYSTEM
51E 5TRUCTURAL PKG PAGE 5-1 G
A5HEAPWALL5
0 HOLD DOWN
I NOT REQUIRED I
MISC.
RATH
COLOk 929-58
OYSTER GREY
SKIRTING
NOTE: DIMEN51ON5 DO NOT
INCLUDE WALL COVERING ALL
WALL5 2x4 UNLE55 NOTED
N A
N �A
ARCHITECT BY
r73-IL UM_089 I JO�IN A. BODZIAK, ARChITECT
3G,37 4th 5t. N� ST. PETER513URG, FILMDA 33704
5EF:�ff LICEN51f #AP-0005065
THIRD PARTY LISTING AGENCY APPROVAL
NOTE: UM-08aO,06- I �G MU5T 151! U5ED IN CONJUNCITION
THESE PRWTS COMPLY WITH IV
WITH UM-0,59 I -OG- I -G ThtRf FORE ONE MU5713E LOCATtO
CON5T. T'r?V
THE FLORIDA MANUI_I_
WITHIN 500 !"T� OF THE OTHER_
BUILDING ACT "A 0 ADOPTED QCCL)FANCY I
CODES AND ADHERE TO THE At I 0WAII51.t N
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F= L(:D F�, I D A
APPROVED 5-Y MND VELCCIIY 140 mpl,
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APPROVAL OF THIS DOCUMENT DOES NOT AUTHORIZE OR APPROVE
ANY DEWTION OR DEVIATIONS FROM THE REOVIREMENTS OF
APPLICABLE STATE LAWS
MANUrACTURf 1.0 NUVr3rR UM-333-G
AVERAGE DAILY ATTENDANCE J 3 1 C>CCUPANT5
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DEDICATED CIRCUIT 016" AFT. U.N.O.
YORY
I
(NO BRAND SPECIFIED)
GFCI
GROUND FAULT CIRCUIT INTE�RUPT
RCPT. Yfl COVER PLATE 016 KF.F.
Nlow
3
U.N.O. (NO BRAND SPECIFIED)
FOR SPEAKER DEVI E
J-00 C
0 72� A.F,F DEVICES AND RELATED
N/A
5
WIRING INSTALLED ON SITE BY OTHE
J-BOX MANUAL PULL STATION DE14CE
0 480 A.F.F. DEVICES AND RELATED
N/A
7
WIRING INSTALLED ON SITE 13Y OTHE�
J-BOX FOR HORN/STROBE DEVICE
0 80* &F.F. DEVICES AND RELATED
8
WIRING INSTALLED ON SITE 13Y OTH�N/A
J-DOX FOR STROBE.�IARNIN, G
LGEVI&E�
0 80' A.RF. DEVICE AND �E AM
N/A
I
WIRING INSTALLED ON SITE 13Y OTHE
J-BO� FOR INTERCOM CALL BUTTON
0 52 A.F.F. DEVICES AND RELATED
N/A
5
WIRING INSTALLED ON SITE BY OTHER'
SING POLE SWITCH W/COVER PLATE
0 484 A.F.F. U,N.O. (NO BRAND
IYORY
I
SPECIFIED)
DBL SING4 POLE SWITCH W COVER
PLATE 046 A.F.F. U.N.O. (N�
rvv?y
10
BRAND SPECIFIED).
PORCH LIGHTS 084" A.F.F. U.N,O.
(NO BRAND SPECIFIED)
N/A
2
100 CF N 'S NO; FAN/UGH`T
COMBO VNT �'UNE 0 EEUAL)
N/A
180 CFM PNLESS NOTED) FAN
(VENT -UN OR EQUAL)
N/A
2
THERMOSTAT 0600 &F.F. UXO,
PROGRAWLE
BRAND: NO BRAND SPECIFIED
N/A
6
20-2 TUBE FLUORESCENT FIXTURE,
DIFFUSED, WITH ENERGY SAYING
N/A
6
BALLAST 87.6 MAX, (N.B.S�)
2x4-4 TUBE FLUORESCENT FIXTURE,
DIFFUSED WITH ENERGY SAVING
N/A
34
BALLAST i75.2 MAX. (N.B.S.)
100 AMP I PHASE 120/240 -W�M
I"I AMP MAIN 1038' A.F.F. N/A 6
PANEL/ INT, SURFACE (N.B.S.)
CEILING MOUNT EXIT LIGHT
A.F.F. W1 BATTERY BACK UP AND N/A 2
RED FACE LETTERS U.N.O.
WALL MOUNT EMERGENCY LIGHT MNT'D
CEILING W/ BATTERY BACKUP N/A 4
U.N.O.
60 AMP EXT. MNTD DISCONNECT
Lf:] MOUNTED 038" A.F.F U.N.O. N/A X
RACEWAY ROMEX
ALL MEASUREMENTS FOR DEVICES WHICH REQUIRE A HEIGHT ARE TO THE
�OTE: 1 SOMM UNt OF DEVIcE UNLESS NOTED OTHERWISE
2. ALL DMERIDR ELEcrRrAL DEVICES TO BE WEATHERPROOF.
3. FIRE ALARM SYSTEM PROVIDED AND INSTALLED ON SITE BY OTHERS.
(WHEN APPirABLE)
ELECTRICAL SCHEDUtE_JE(�...
CKT. #
BREAKER
WIRE
NOMENCLATURE
I
60A 2
POLE
6-11-8 XHHW SE
CABLE HVAC
-
3
4 5
20A- I
POLE
12-2
W/GROUND
LIGHTS
6 9
20A I
POLE
12-2
W/GROUND
RECEPTS
N/A
30A 2
POLE
10-2
W/ GROUND
WATER HEATER EEMAX
-
N/A
20A I
POLE
12-2
W/GROUND
WATER HEATER
PANEL " WDRST CASE
100 AMP
I!w
GEN. LIGHTING
.0035 KW SF X 700
SF X 1.25
= 3.0
14 RECEPTS 0 180
VA / 1000
= 2.5
WATER HEATERO 0 0
= 0.0
3 FANS 0 O.3Kw X
1,25
= 1.1
I HVAC 0 10, 9
= 0.0
DEDICATED 1.9 * 1.25
= 2.3
OTHER
= 0.0
TOTAL KVA
= 19.8
TOTAL / 240 X 1000
= 82.5
INSTALL 100 AMP PANEL
120/240V
SINGLE PHASE
-.-j
590
I ff LCD F?, I ED A I
ARCHIT�-CT BY
JOHN A. E30DZIAK, AKCHITECT
3G37 4th 5t� N. ST. FITER513URG, FLCPJI)A 33704
LICENSE #AR-00050G5
_fH-11RD-PARTY LISTING AGENCY APPROVAL
TME PRINTS COMPLY WITH C0145T� rfn IV
THE FLORIDA MANU'—'—
BUILDING ACT AND ADOPTED OCCL)rANCY
CODES AND ADHERE TO THE &tCWA?3[I!
'OULOWNG CRrrERLA Or I'LOOR-9
APPROVEDBY WIND VIfLOCITY 140 ril
PIRE RATING 01'
rxTZRIQSWN21�� 9
PLAN NO.
ALLOWA15LF
MDS f%C)OF IQAJ) 40 / 50-
AFPRQVAL DATE
VANUr�,CIUS[S LNIrr2 MOPULAR
tilgil Vtj LnLt
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ANY DEVIATION OR DEVIATIONS FROM THE REQUIREMENTS OF
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CLR
QTY
I REMARKS
DUPLEX.RNEPTACLE W/ COVER
PLATE IS A.F,F. U.N.O.
IVORY
54
(NO BRAND SPECIFIED)
DFDICATrD CIRCUIT 016- A.F.F. U.N.0
IVORY
1
(NO BRMD SPECIFIED)
GROUND FAULT CIRCUIT INTERRUPT
RCPT. W/ COVER PLATE 016-A.F.F.
NORY
3
U.N.O. (No BRAND SPECIFIED)
J-BOX FOR SPEAKER DEVICE
0 72' A.F.F. DEVICES AND RELATED
N/A
5
WIRING INSTALLED ON SITE BY OTHERS
J-BOX MANUAL PULL-5ATFON DEVICE
0 48* A.F.F. DEVICES AND RELATED
N/A
7
WIRING INSTALLED ON SITE BY OTHERS
I-BO FOR HORN/STROEIE DEVICE
RELATED
8
0 OP A.F,F. DEVICES AND
N/A
WIRING INSTALLED ON SITE By OTHERS___
J-DOX FOR STROBE WARNING DEVICE
0 80" A.F.F. DEVICES AND RELATED
N/A
I
WIRING INSTALLED ON SITE BY OTHERS
J-80� FOR INTERCOM CALL BUTTON
0 52 A.F,F. DEVICES AND RELATED
N/A
5
WIRING INSTALLED ON SITE BY OTHERS__
SING POLE SWITCH W/COVER PLATE
t
0 484 A.F,F. U.N.O. (NO BRAND
NTRY
I
SPECIFIED)
DBL SINK POLE SWITCH W COVER
PLATE 046 A.F,F, U,N 0. (N6
NADRY
10
BRAND SPECIFIED).
PORCH LIGHTS 084' A.F.F. U.N.O.
(NO 13RAND SPECIFIED)
N/A
2
100 CF4 (UNLESS NOTED FAN/LIGHT
COMBO (VENT-UNE OR ELAL)
N/A
I
180 CFM (UNLESS NOTED) FAN
(VENT -LINE OR EQUAL)
N/A
2
THERMOSTAT 060" kF.F. U.N.0
PROORkMABLE
BRAND: NO BRAND SPECIFIED
N/A
6
20-2 TUBE FLUORIESCENT FrIRE,
EE]
AVIN
WITH ENERI SAVIN
I =
N/A
N/A
=$ED, Nr BS=
ST 7.6 KAX. ( S)
r=-=1120-4 TUBE FLUORESCLNI �TXIUKt.
DIFFUSED WITH ENERGY WNG N/A
BALLAST i75.2 MAX. (N.B.S.) I m I
PANEL/ IW. SURFACE (N.B.S.) N/A 1 6
100 AMP I PFLASE 120/240 W1100
I"I AMP MAIN 038 A.F,F. TO TOP OF
CEILING MOUNT D(FT LIGHT
A F.F. W/ BATTERY BACK UP AND N/A 2
RED FACE LETTERS U.N.O.
WALL MOUNT EMERGENCY LIGHT MNTD
CEILING W/ BATTERY BACKUP N/A 4
U.N.O.
80 AMP Da. MNrD DISCONNECT
Lj-] MOUNTED 036" A.F.F U.N.O. N/A :X±=
RACEWAY ROMEX
TOTE7ALL MEASUREMENTS FOR OEVCES WHICH REQUIRE A HEIGHT ARE TO THE
- 9070M UNE OF DEVICE UNLESS NOTED OTHERWISE
2. ALL 07"JOR ELECTRICIAL DEVICES TO BE WEATHERPROOF.
1 FIRE ALARM SYSTEM PRWDFD AND INSTAL-0 ON STE BY OTHERS -
(WHEN APPLIC"LE.)
ELECTRICAL SCHEDULE
(TYP)
CKT.
BREAKER
WIRE
NOMENCLATURE
60A
2 POLE
6-6-8 XHHW SE
CABLE HVAC
4 & 5
20A
' FOLE
12-2
W/GROUND
LIGHTS
6 - 9
20A
I POLE_
12-2
W/GROUND
RECEPTS
N/A
30A
2 POLE
10-2
W/ GROUND
WATER HEATER EEMAX
N/A
N/A
20A
1 POLE
12-2
W/GROUND
WATER HEATER
PANEL *WDRST CASE
100 AMP
KVA
GEN. LIGHTING
.0035 KW SF X 700
SF X 1.25
= 3.0
14 RECEPTS 0 180
VA / 1000
= 2.5
WATER HEATER 0 0 0
= 0.0
3 FANS 0 0,31<W X
1,25
= 1.1
1 HVAC 0 10.9
= 0.0
DEDICATED 1.9 * 1.25
= 2.3
OTHER
= 0'0
TOTAL KVA
= 19.8
TOTAL / 240 X 1000
82,5
INSTALL 100 AMP PANEL
120/240V
SINGLE PHASE
&3 A r7l-LL UM_059 1
5 E Fs�
I F=LC) F?,I DA I
ARCHITECT BY
JOHN A. BODZIAK, ARCHITECT
3G37 4th St. N. ST. PETE R-913URG, fLORJDA 33704
LICENSE #AP-000!5OG5
THfRD PARTY LISTING AGENCY APPROVAL
THESE PRINTS COMPLY WITH CON5T. TYPC !v
THE FLORIDA MAN-F-1-1—
BUILDING ACT AND ADOPTED OCCL)PANCY
ODOM AND ADHERE TO THE ALLOWAMI-1 0
FOLLOWNG CRrTERIA Of I'Loost I
APPROVED Q WIND VC1.001Y 140 mph
MR1 RA71NG Of
rXT1111OR WAL�-5 0
M FLANNO.
ALLCFWA6Ur
D S FLOOlk LOAD 40150
AFF`9QVAj DATE
VANUrACTURrg L)NITC2 KAQQQAR
�JIC,d V LOCTY HURFJ�-,6Nt ARF.��n NO
APPROVAL OF THIS DOCUMEtfr DOES NOT AUrr4ORiZE OR APPROVE
ANY DEVIATION OR DEYtAT)ONS FROM THE REQUIREMENTS OF
APPLICABLE STATE LAWS
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06/25/02
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VANUf�ACTURF I.D. NUMFmR� LIM-3334
<A"
UNIT
UNIT" <B"
M
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Ui
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DWARD
DWARD
`oR /Vc
UNIT 0"
UM-(
5 E r��,7
HVAC �)UHEDULE
Sym
DESCRIPTION
QTY
3 TON AC W/ I Okw HEAT STRIP (F.A.D.)
1100 CFM 0 .5 IWC ESP W/ FRESH AIR INTAKE
6
23OV/208V, 60 AMPIO BRAND: BARD WA36—AlO OR EQUAL
GALV. SLEEVE 12" LONG
X
r
RETURN AIR PLENUM
6
29ox9ox4'—O� FIBER LASS DUCT.
21'xg* x4'—O� RBERGLASS DUCT,
72
13"xg* x4'—O" FIBERGLASS DUCT.
17_
FIRE DAMPER MOUNTED INSIDE AIR
DUCT WITH ACCESS PANEL FOR
N/A
4
INSPECTION
SMOKE DETECTOR TO PROMDE WAC FAN SHUT—
DOWN, TO BE LOCATED IN R/A STREAM PRIOR TO
N/A
6
EXHAUSTING OR MIXING WITH FRESH AIR INTAKE
COMMERCIAL ROOM VENTALATOR WILL
ALLOW UP TO 75% OF FRESH AIR
N/A
6
INTAKE
I
L-
24"x24* 4—WAY THROW DIFFUSER, 8" COLLAR W/ SCOOP DAMPER
8" FLEX. 8� BALD COLLAR
27
�'s T Foil
100000
24ox24" RETURN AIR GRILL W1 14* START COLLAR, 14" FLEX, 14"
10*
ok?0 C'j
START COLLAR FOR FIBERGLASS. UNLESS NOTED
13
10
000002 1
LP.2912.
U,
RETURN AIR GRILL W1 14- START COLLAR, 8- FLEX, 8"
124'x24-
START COLLAR FOR FIBERGLASS. UNLESS NOTED
2
OTE:
ARCHITECT BY
D890JOHN A. 130DZIAK, ARCHITECT
3G37 4th 5t, N. 5T. PETEP,513URG, fLOPIDA 33704
LIGEN51! #AP-0005065
A--
�41RD PARTY LISTING AGENCY PPROVAL
THESE PRIWTS COMPLY*" CON5T. TYPt IV
THE FLORUA MMU'—""— OCCUPANCY 7
BUILDING ACT AND ADOPTED
CODES AND ADHERE TO THE AU OWA13LI 0
FOLLO"Na CRITERIA or `=Rp I
APPROVED —BY WND VrLOCI'y 140 �p�
F L CD ff,' I
PIRF RATING Of
PLAN NO.
MDS ALLOWA31-17
7
FLOOK LOAD 40180
APPP,QVA,L DA17
VANUFI�QURTP, �OMO UIAR
HIGH VELQ§ITy MQKRICANE AREA5 NO
APPROVAL OF THIS DOCUMENT DOES NOT AUTHORIZE OR APPROVE
ANY DEY�ATnN OR DEVIATIONS FROM THE REDOIREMENTS OF
APPLr-&EkE sTATE LAwS
NAANUrACTURZ I C) NUMF3tR: UM-333-r
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- I P' TOWARD
oll
- 12' TOWARD
12" TOWARD
12'TOWARD
5 mit um�c
Erl::�F
HVAC SCHEDULL
Sym
DESCRIPTION
QTY
TON AC W1 1 Okw HEAl STRIP (F.A.D.)
M3
WAO
1100CFM 0 .5 IWC ESP W/ FRESH AIR INTAKE
23OV/208V, 60 AMP 10 BRAND: BARD WA36-AlO OR EQUAL
GALV. SLEEVE 12" LONG
X
RETURN AIR PLENUM
6
29"xg"x4'-O* FIBERGLASS DUCT,
24
21"x9" x4'-O' FIBERGLASS DUCT,
64
13"x9" x4'-O" FIBERGLASS DUCT,
15
FIRE DAMPER MOUNTED INSIDE AIR
DUCT WITH ACCESS PANEL FOR
N/A
4
INSPECTION
SMOKE DETECTOR TO PROVIDE WAD FAN SHUT-
<0>
DOWN, TO BE LOCATED IN R/A STREAM PRIOR TO
N/A
6
EXHAUSTING OR MIXING WITH FRESH AIR INTAKE
COMMERCIAL ROOM VENTALATOR WILL
ALLOW UP TO 75% OF FRESH AIR
N/A
6
INTAKE I
I
I
24'x24" 4-WAY THROW DIFFUSER. 8" COLLAR W1 SCOOP DAMPER
8' FLEX. 8" BALD COLLAR.
27
24ox24" RETURN AIR GRILL W1 14* START COLLAR, 14' FLEX, 14"
Too 101
*10 *1
START COLLAR FOR FIBERGLASS, UNLESS NOTED
11
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OTE:
ARCHITECT BY
JOHN A. BODZIAK, ARCHITECT
3G37 4th 5t, N� 5T. FETER5DUIRG, fLORJDA 33704
LICEN5E #AP-00050G5
THIRD PARTY LISTING AGENCY APPROVAL
T"Mc PRwy'5 COMPLY CON-51. TYPE IV
1-fE FLORIDA MANUFACTI OCCUPANCY I
BUILDING ACT AND ADOPTED
CODES AND A014ERE TO THE ALI 0WA151-If 0
FULLOWNG CRITERIA Qf rLQQR;5 I
APPROVED B WIND VrLocf,y-.- 140 my+,
F LC) FPI 0 A rlR± WING OP
rrERjQ9 LALLL� 0
PI AN NO.
ALLOWA31-r
MDS
FLOOR LOAD 40180
Aflf'KQVAt UAIV.
VANUMC I 12SES �)Nj I rp MMIAR
jjjr�" vFLOOTY ILM�6Nt ARtA,5 NO
APPROVAL OF THIS DOCUMENT DOM NOT AUTHORIZE OR APPROYE
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DA TE REVISED:
QG/25/02
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1% 7 of 10
X-E31RACING PLACEMENT ON PLAN
CONTINUOUS WELD AROUND PERJMETIER
Of X - BRACING WHERE BRACING MEETS
(2)- 5/8" TYPE 5-12 TOP PLATE AND DOUBLE WALL STUD AS INDICATED RAFTER SHOWN
5 MAY 15E USED IN LIEU OF SCREWS) /"�' IN ENDWALL CONDITION
LOW PROFILE HEAD (WELD r-5/8"T)TE 5-12 LOW PROFILE HEAD
5CRf" TYIP-) I
SCREWS, LOCAI r A-') --)IUWN
STEEL 5TUD5 I L
STRAP I
STEEL I I
G" X 20 GA. (MIN.)
FASTEN RUNNER TO PERIMETER
P MEMBER WITH 3/1 G" FILLET WELDS
RUNNE I " LONG @ 8" O-C�
STEEL PERIMETER MEMBER,
TYPE 5-12 LOW rROFILE HEAD
(12)- 5/8" TYPE 5-12 LOW PROFILE HEAD
5CREW5 THRU STRAP AS SHOWN (WELD5 MAY 13E USED IN LIEU OF SCREWS)
X-DRACING "' f LOOR DETAI L
Qc-ul
Un
FROM 90TTOM RUNNER OF PARAPET
(%-LL2 1/20 3-12 SCRE
INTO TOP RUNNER OF SIDE/END WALL 9 16* O-C-
30K MEEL OPEN -WEB TRUSS OVER
OPEN SPAN AREAS, SEE BEAM
RIDGE
NOTES FOR ADDITIONAL INFORMA'nON
GRADE LEVEL
SITE-INSTALL.ED 3/8' x 100
TWADED ROD III HDIMUT.
LOCKWASHER, AND FEN WA_%4ER
EACH END, 46' D.C. AT MATIELIMES-
RODS TO BE INSTAI I ED THROUGH
24' LONG PCS. OF 1 1/2- STEEL ANGLE
NNER
G" X 20 GA. (MIN
STEEL
STRAP
FA�TEN RUNNERTO RAFTER
WITH TYPE 5-12 LOW PROF ILE HEAD
5CRf W5 AT I G" O.C, ALONG ENDWALL5
0 R,
FASTEN WITH 311 G' FILLET WELD5
I " LONG @ I G" O.C.
STEEL STUDS
FILLET WELD STRAP
TO DOUBLE STEEL STUD
(TOP s BOTTOM)
5TEEL STUDS
(DOUBLED)
ENDWALL X-DRACING
(12)- 5/5" TYPE 5-12 LOW PROFILE HEAD
SCREWS THP�u STRAP INTO STUDS
(WELDS MAY 13E USED IN LIEU Of SCREWS)
5/6" TYPE 5-12 LOW PROFILE HEAD
r---5CFEW5, LOCATE AS SHOWN
-
PUNNER,
G" X 2C
5TEfL
STRAP
SA. (MIN.)
RAFTEF5 SHOWN
IN 5;DEWALL CONDITION
�-5TEEL STUDS
(2)- 5/8'T TYPE 5-12
LOW PROFILE HEAD (WE LD5 MAY BE USED IN LIEU OF 5CREW5)
5C'PEW5 CFYF)
STEEL STUDS
(DOUBLED)
CEILING DETAIL 51DEWALL X-DRACING @ CEILING DETAIL
(-Fyp)
WELD5 MAY 13E U5ED IN LIEU Of 5CREW5
PARAPET WALL AROUNCt PERIMETER
1 1/2' x 1 1/2' x 1/8* SIM SEE DETNL PA70R�IOTES
ANGLE BRACING ALONG MATEUNE 48* 0.
C.
I TEN UPPER END rfSTEN UPPER END OF,
OF 5 L ANGLE BRACE ANGLE BRACE TO RAFTER
0 F
R 4 "TH (24E/�' _(op-nopq)— i/c FILLET WELD ALONG
2 LO PROFILE
81
watt ht.
LOWER END OF STEEL AMMLE SRO, _7E
-TOIL, 'WER FLANGE OF OPIEN-WLB JOST
"TH /a- FILLET WELDS, ALL EDGES
PARAPET WALL AROUND PERIMETER
qFF DETAJL PAGE FOR NOTES
CONTI[KUOUS TOP TRACK
HEADER
STUDS AND TRACK ARE 18 GA.
SINGLE TRACK
GENERAL CROSS SECTION NOTES
1. UNLESS OTHERYASE SPECIFIED, ALL STEEL MUST COMPLY WITH ASTM A36,
YIELD STRENGTII = 36 KSI, AND COMPLY WTH AISC.
2. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME STANDARD B18.21.
DESIGN CRITERIA
SEE COVER SHEET FOR DESIGN INFORMATION
INTERIOR FINISH MATERIAL
1. CEILING -SEE SPECS.
2. WALLS - SEE SPECS.
3. FLOOR -SEE SPECS.
BOTH SIDE OF STUD
JAMB. SIZE AND
-GAGE AS REQUIRED
BOTH SIDE OF STUD
D PIECE, SIZE AND
STU
GAGE AS REQUIRED FOR
HEADER A77ACHMENT
BOTH SME
JMCB, SIZE AND
GAGE AS REQUIRED
STUD PIECE, Sm AND
GAGE AS REQUMED FOR
STU ATTACHM)KNT
C]UPPU STUD� 1
:�A�L �1/80 BOTH SIDE
HUASE TRACK. StZE
GAGE AS REQUIRED
LOAD BEARING JAMB AND HEADER DETAIL
TYPICAL ALONG 51DE WALL5
RAFTER
WELD 51DE OF EACH RAFTER TO TOP TRACK
OF 5IDE WALL RUNNER FULL WIDTH OF
RAFTER WHERE IT MATES THE TOP RUNNER
BOTH
51DEWALL
TOP PLATE
1/15- x I F Act we'la I ach
'��de ci "d �3)
RAFTER TO BEAV DETAIL
SCALE: NONE
ENDWALL NOMINAL 5LOCKING
AT ENDWALL
E-DECK FA5TENING TO BE
z WITH #10 _9CREW AT I P" 0 C.
AT EACH RA!"TEI�.
NOTE:
TH17 ATTACHMI!NT PATTCR�N 5HOWN MU"T BE 1^tD
4'xC'x 1/2' Dt-'N5 DrCRING
ROOF S
I hV J 515 . 6
5'V?�)ON OR IQUAL
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HEATHING
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PXA #2 5PF MIRE TREATW
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(UNLE.55 NOTED OTHff,;�Wl5tf)
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DETAIL
JARCHITECT BY
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3G 7 4th 5t N.
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THIRD PARTY LISTING AG
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THE FLORIDA MANUWI�1
BUfLDM AcT AND ADOPI"ED O=rANCY r
CODES AND ADKRE TO THE AU
CIrrFOLLOWING CRITERIA
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FOR DROP CEILING RUN PIPING IN CEILING
SUPPLYRISER o DENOTES PENETRATION THRU FLOOR
HOT
SCALE: NONE COLD
ALL SUPPLY LINES SHALL BE 3/4- AND ALL
STUB -UPS SHALL BE 1/2- UNLESS OTHERWSE
SPECIFIED. SUPPLY LINE SIZING IS BASED ON
AN ASSUMED AVAILABLE PRESSURE OF 46 TO
60 PSI AT MAIN INLET AND SHOULD BE VERIFIED
PRIOR TO CONSTRUCTION,
TR
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D.W.V. RISER
5CALE: NONE
DENOTES ALL ITEMS 5ELOW
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THERE MU5T 13C AT LEAST
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MATtLINt ON THE SECOND
211t
LAYER Of GYP,
THE FIR5T AND LA5T 5L)B-CEILING HAVE TO F51!
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THE SIDE WALL AND MATERIAL THICKNESS
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ACK WALL TO THE TRACK OF THE 51JU-CEILING.
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SUPPLYRISER o DENOTES PENETRATION THRU FLOOR
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ALL SUPPLY LINES SHALL BE 3/4' AND ALL
STUB -UPS SHALL BE 1/2' UNLESS OTHERWSE
SPECIFIED, SUPPLY LINE SIZING IS BASED ON
AN ASSUMED AVAILABLE PRESSURE OF 46 TO
60 PS AT MAIN INLET AND SHOULD BE VERIFIED
PRIOR TO CONSTRUCTION.
D. W.V. RISER
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ARCHITECT BY
JOHN A. 13ODZIAK, ARCHITECT
3G37 4th St. N, ST. FETER515URG, rLoRiDA 33704
LICENSE 01AP-000500
THIRD PARTY LISTING AGENCY APPROVAL
THESE PRWTS COMPLY WITH CON51. En IV
THE FLORIDA MANUFAICI U-0
BUILDING ACT AND ADOPTED QcCvpAN2
CODES AND ADHERE TO THE AILOWABLE 0
FOLLOWING CRMYlA Qr `I0m
APPRQVLD Q WIND VrLOCITY 140 mph
IF= LC) Fe, I D A MRP RATING Of
VTl!FjQFWAU5 0
I'LAN NQ�
MDS AUCYWA8LE
FLC)Qpt Loy 40180
APPROVAL DATf
IvANU?ACTURrR _ti�MUOULAR
HIGH VELOCITY HURKCANE AREA5 No
APPRONAL OF THIS DOCUMENT DOES NOT AUTHORIZE OR APPROVE
ANY DEVIATION OR DEAATIONS FROM THE REQUIREMENTS or
APPLICABLE— STATE LAWS
MANUFACTURE I.D, NUMDER� UM-333�G
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311 X 311)
THICK 5
WELDED
WITH 3/
AROUNC
311 X 311 X 311 Gil
THICK STEEL TU13E P05T
1 112" X 1 11211 X 11411
THICK STEEL ANGLE
WELDED TO P05T
WITH 3/1 G" FILLET WELDS
TOP AND BOTTOM EDGES
DETAIL Of 5LOT5
AT MATELINE5
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2. WELD5 5MAL BE 5MAW WITH EGO)�X ELECTPODF5 UNLE55
OTHERWI-91f 5PECIFIED. FILLET WELD5 5HALL BE THE 5AME
TMICKNE55 A5 THE I3A_9E METAL FOR METAL5 UP TO 114 INCH
THICK, AND THE TIlfCKNE55 OF THE DAM METAL MINU5 1/1 G
INCH FOR METAL5 114 INCH OR Mopf IN THICKNE5-9.
3. WELD5 ON 15A5E METAL5 LE55 THAN 118 INCH THICK 5MALL BE
IN ACCORDANCE WITH AN51 / AW5 ID 1.3. ALL OTHER WELD5
5HALL BE IN ACCOPDANCC WITH AN,51 / AW5 D I � I -
C-CMANNEL KIM MEr\ABER
311 X 311 X 311 Gil
THICK 5TEEL TU13E P05T
P05T HEIGHT ARE TO BE
10-5 112" A. F. ff. (TYF)
311 X 311 x 3/1 Gil
THICK 5TEEL TUBE P05T
OPEN WED TRUSS
WELDED TO P05T
WITH 3/1 G" f I LLET WELDS
50TH 51DE5 Off P05T
211 LONG EA., 3 LOCATION16
C-CHANNEL KIM MEMBER5
3/1 G" FILLET WELD
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J015T WELDING / E3LOCKING DETAIL
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NOMINAL
2' x 3' x 3/16' ANGLE
'ERr4ETER
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FULL PERIMETER
I SUPPORT ANGLE TO MAIN BEAM I
TYR UNDER EACH END
OF' OPEN WEB TRUSS
SUPPORT ANGLE FOR POST
FRONT/REAR BEAM TO SIDE BEAM
ARCHITECT BY
JOHN A, [30DZIAK, ARCHITECT
3637 4th 5t. N� 5T. F`ETERSDuRG, rLopjC)A 33704
LICENS� #AP-00050G5
THIRD PARTY LISTING AGENCY APPROVAL
TRESE PRINTS COMPLY WH CON51" Tyn IV
TK FLORIDA M4141-1-111.
13ulLl)fw ACT AND ADOFTED If
CODES A40 ADHERE TO THE ALI OWA81 E
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APVRJ�VAL DATE
MANUrACIURfR UNitrP MODULAR
H16H VELOCITY HURRI��I! AKtA5 NO
APPRCVk OF THIS DOCUMENT DOM NOT AUTHORIZE OR APPROYE
ANY DEWTON OR DEAATCNS FROM THE REQUIREMCNT'S OF
APPUCAhLE STATE LAWS
MANUF;ACTUtZf 1,() NUMOt'�: UM-333-G
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NOTE:STRAP SPACING MAY VARY DUE TO SITE CONDITIONS
FRAME TIES ONLY, NO OVER ROOF
STRAPS REQUIRED,SEE DETAIL F-FD1
FIRST STRAP FROM END WALLS NOT TO EXCEED 3'-4"
MELmirimm
90C _0_ �_o_
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FIELD CONDITIONS WITH DRY STACK PIERS
GREATER THAN 34" SHALL REOUIRE
FOUNDATIONS TO BE ENGINEERED
BEYOND THIS APPROVAL.
MAXIMUM WIND SPEED 130 MPH. ASCE-7-98
ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB,
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WTH
THEIR APPROVAL AND 2001 FBC
FOUNDATION NOTES: 5. IT WILL BE THE RESPONSIBILITY OF THE OWN E R/LEASE -HOLDER
1. TIE -DOWN STRAPS TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION TO INSURE THAT ALL GRASS, LOOSE DEBRIS. ETC, ARE REMOVED FROM UNDER THE BUILDING, (FOOTING)
OOS-781-H TYPE-1 FINISH-B GRADE-1, TIE -DOWN STRAPS AND CONNECTING AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED.
HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY. 6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN THE I -BEAM AND THE TOP
LISTED ANCHORS TO HAVE 3.150# MINIMUM WORKING LOAD CAPACITY. OF THE PIER. SHIMS SHALL BE FREE OF KNOTS. CHECKS, SPLITS.
2, SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING. AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF P T. LUMBER
3, ALL PIERS SHALL BE 8" X 8" X 16" MASONRY 13LOCKS ON 4" X 16" X 16" AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN, BEARING PRIOR TO ADDING THE SHIMS.
4. MINIMUM SOIL BEARING CAPACITY IS 2500 PSF, TO BE VERIFIED BY BUILDING'S OWNE RAEASE -HOLDER. 7.
NOTE -
OVERALL WIDTH DIMENSION IS NOMINAL AND
IS BASED ON UNIT WDTH x NUMBER OF UNITS.
ACTUAL OVERALL WIDTH MAY INCREASE DUE TO
SITE CONDITIONS. MATERIAL TOLERANCES, FAILURE
70 REMOVE CLOSE-UP MATERIAL. AND / OR
OTHER FACTORS THAT ARE BEYOND THE
CONTROL OF BUILDING MANUFACTURER
24" MIN.
32" MAX.
TYP, HURRICANE
STRAP
TYP. GROUND
ANCHOR
SECTION D-D
24" MIN. 24" MIN
32" MAX, 32- MAX. jq
TYP. GROUND
ANCHOR /Li�L4
SECTION C-C
END
HEADER
NE
TYP, HURRICANE
STRAP
TYP, GROUND
ANCHOR
INE
P.T. 2x8 SHIMS
4%8"06" CAP BLOCK
8%8"06" CMU'S
00
4"x8"xl6" PADS
32- STAGGERED AS SHOWN
P.T. 2x8 SHIMS
4"x8"xl6" CAP BLOCK
8"x8"xl6" CMU'S
4"xl6"xl6* PAD
16-
4
',�FCTION A -A
CHASSIS
18" MIN, HEIGHI
34" MAX. HEIGF
TO BOTTOM OF
FLOOR JOIST
FOOTING DEPTH
12" MIN BELOW
GRADE
'— EXTERIOR SIDEWALL
TIE DOWN, SIDEWALL (TYP.
A .- Q . Ia. CAP BLOCK
x
8"xB"xl6"
CONCRETE MASONRY UNITS
4"xl6"xl6" PAD
- OR -
(2)-4"x8"xl6" PADS
qA PERIMETER PIER IN CORNERS AND ALONG I BEAN
FD I
NOTE: PAD MAY BE EITHER 4"xl6"xl6" PAD OR (2)-4"x8"xl6" PADS AS SHOWN
4"xB"06" CAP BLOCK
8"x8%16"
CONCRETE MASONRY UNITS
ISOLATED PIERS
STAGGER 4"x8"xl6 @ MATELINE
CONCRETE UNITS
AS SHOWN
HEAVY LOAD PIER AT MATE LINE
v Ul
NOTE: C0NCrETE UNITS MAY BE A COMBINATION OF 4" X 8" X 16". AND 4" X 16" X 16" UNITS
z
FRAME TIES
F. T. FASTENED TO z
GROUND ANCHOR a -
a
co
ANCHOR TO BE INSTALLED IN ACCORDANCE WITH IT.S LISTING
AND TIE -DOWN ENGINEERING TEST REPORT PROPOSAL #39
THE ULTIMATE CAPACITY IS 5.100# PER ANCHOR > 4,725# OK
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1550 NORTH POWERLINE ROAD
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MODULA,R
MR � MR = Im pll � I P# (305) 960-1550
JOHN A. BODZIAKd3637 4TH STREET NORTH
SAINT PETERSBURG, FLORIDA 33704
ARCHITECT LICENSE #AR-0005065
M.D.S. 2730 12TIA STREET SOUTIA
SAINT PETERSBURG, FLORIDA 33705 MDS001597
LISTING AGENCY IPHONE #813-898-6004
DATE SCALE OUOTE SER. NO.
07/20/2002 _NTS_ UM-0890-0891
07/ 0 , Dd2
SIZE CODE TYPE USE �EMV 01 REV. JAPPROVA,( PAGE
PER PRINT 2001 FBC IV E VIDS M-0890-089 1 1 OF 2
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FRAME TIES ONLY, NO OVER ROOF
STRAPS REQUIRED.SEE DETAIL F—FD1
FIRST STRAP FROM END WALLS NOT TO EXCEED 3P-4"
24" MIN.
32" MAX.
L
END
HEADER
'-- EXTERIOR SIDEWALL
TYP. HURRICANE A I A "I"
STRAP I I
E 17 '45
. . . CHASSIS TIE —DOWN STRAP
ANCHOR 18" MIN, HEIGHT
34" MAX, HEIGHT
TO BOTTOM OF
TYP. GROUND FLOOR JOISI
FOOTING DEPTH MAY VARY
< 12" MIN. BELOW
SECTION D—D GRADE
rF'� TIE DOWN, SIDEWALL (TYP.)
(K ENDWALL PIER TIE -DOWN AT MATELINE �Dl
�Dl
4"x8"xl6" CAP BLOCK
LL 24" MIN. 24" MIN
32" MAX 3� M �AX
8"x8"xl6*'
CONCRETE MASONRY UNITS
. . . 4"xl6"xl6" PAD
OR —
TYP, HURRICANE (2)-4"x8"xl6" PADS
STRAP
A PERIMETER PIER IN CORNERS AND ALONG I BEAMS
TYP. GROUND TYP, GROUND &FD 1)
ANCHOR ANCHOR
NOTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8"xl6" PADS AS SHOWN
to SECTION C—C 4"xS"xl6" CAP BLOCK
rJN� ISOLATED PIER TIE -DOWN AT MATELINE 8. x8"xl6"
�Dl CONCRETE MASONRY UNITS
ISOLATED PIERS
STAGGER 4"x8"xl6' @ MATELINE
CONCRETE UNITS
AS SHOWN
C ) HEAVY LOAD PIER AT MATE LINE
\�FDI)
NOTE� CONCRETE UNITS MAY BE A COMBINATION OF 4" X 8" X 16", AND 4" X 16" X 16" UNITS
P.T. 2x8 SHIMS
4"x8"xl6" CAP BLOCK
0
rd1 8,,x8,,xl6,, CMUS
u
FIELD CONDITIONS WITH DRY STACK PIERS
GREATER THAN 34" SHALL REOUIRE
FOUNDATIONS TO BE ENGINEERED
BEYOND THIS APPROVAL.
MAXIMUM WIND SPEED 130 MPH. ASCE-7-98
ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB,
CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH
THEIR APPROVAL AND 2001 FBC
FOUNDATION NOTES:
5, IT WILL BE THE RESPONSIBILITY OF THE OWNER/LEASE— HOLDER
1. TIE —DOWN STRAPS TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION TO INSURE THAT ALL GRASS. LOOSE DEBRIS. ETC, ARE REMOVED FROM UNDER THE BUILDING. (FOOTING)
DOS-781—H TYPE-1 FINISH—B GRADE-1. TIE —DOWN STRAPS AND CONNECTING AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED,
HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY. 6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY,BETWEEN IHE I —BEAM AND THE TOP
LISTED ANCHORS TO HAVE 3,150# MINIMUM WORKING LOAD CAPACITY. OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS,
2. SEE ABOVE FOUNDATION LAYOUT FOR TIE —DOWN STRAP SPAONG. AND SIMILAR IMPERFECTIONS, SHIMS SHALL BE OF PT, LUMKIR
3. ALL PIERS SHALL BE 8" X 8" X 16" MASONRY BLOCKS ON 4* X 16" X 16" AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE
CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN. BEARING PRIOR TO ADDING THE SHIMS.
4. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF. TO BE VERIFIED BY BUILDING'S OWNERAEASE— HOLDER, 7.
NOTE —
OVERALL WIDTH DIMENSION IS NOMINAL AND
IS BASED ON UNIT WIDTH x NUMBER OF UNITS.
ACTUAL OVERALL WIDTH MAY INCREASE DUE TO
SITE CONDITIONS. MATERIAL TOLERANCES, FAILURE
TO REMOVE CLOSE—UP MATERIAL, AND / OR
OTHER FACTORS THAT ARE BEYOND THE
CONTROL OF BUILDING MANUFACTURER
I
co
.... ..... ..... .....
4"x8"xl6" PADS
3 STAGGERED AS SHOWN
SECTION 13-13
P, T. 2x8 SHIMS
4"x8"x`16" CAP BLOCK
8"x8"xl6" CMU'S
4"xl6"xl6" PAD
16-
4
SECTION A —A
ry
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FRAME TIES
F, T. FASTENED TO z
GROUND ANCHOR * CL
It
ANCHOR TO BE INSTALLED IN ACCORDANCE WITH IT,S LISTING co
AND TIE —DOWN ENGINEERING TEST REPORT PROPOSAL #39
THE ULTIMATE CAPACITY IS 5,100# PER ANCHOR > 4,725# OK
0
1550 NORTH POWERLINE ROAD
fom POMPANO BEACH, FLORIDA
onoED 33069
MOE)ULAM
IMIl � 1111a -1r, E= rl�q m I P# (305) 960-1550
JOHN A. BODZIAK 3637 4TH STREET NORTH
a SAINT PETERSBURG, FLORIDA 33704
ARCHITECT LICENSE #AR-0005065
M.D.S. 2730 127H STREET SOUTH
SAINT PETERSBURG, FLORIDA 33705 MDS001597
LISTING AGENCY PHONE #813-898-r>004
DATE SCALE OUOTE 90_0891 SER. NO,
07/20/2ooTNTS— UM-08
07/20 2
20 bQi
SIZE CODE TYPE USE RE APPROVAL'o PAGE
M-0
PER PRINT 2001 FBC IV E MIDS T 890-089 1 2 OF 2
20' REAR
SETBACK
74-
0)
00
0
Q
1-4
ZONING: I LAND USE: RU
EXISTING
LIGHT POLE EXIST. 4"
EXIST. 2"
WATER SERVICE BFP FORCE MAIN ST. I )CIE BLVD.
PROPOSED 2* WATER SERVICE PROPOSED 2" <
FORCE MAIN
C-1 AIA
SOO*02'15"W 1158.46'
NPINNINIAN M I llffifffiffi�
4 mlb�m oil ---- - W=
W Y X� ANGLE R
V 21.3
0;�
H LTE
POE
PROPOSED
FORCE MAIt
M J77 1!4
EXIST. CONIC, -:2 EXIST. 1-1/2' WATER METER
C'_� AlA
rq DUMPSTER PAD
III ON
PROPOSED STABILIZED
EXIST, INVi21,5
Fr 7_17 T,,,T- - T_ F I_71 7 RELOCATED OUTFAL ORANGE�_
F RASS PARKING CONTRO
EXIST. DRY r2� AVE
X DETENTION AREA STRUCTURE� ky I PROPOSED
TO REMAIN X X FORCE MAIN
I I I I I ------ X__
595.74'
-.,PARKING DIMENSIONS (TYP.) D-5 0 4� 1 1 <
------------------- IOZ[7 EXISTING AlA
xz== GRASS PARKING
-------------
SD_1 TO REMAIN
(E�) '_J� z
PROPOSED EU ELEC ELEC ELEC FI Fr. _ELEC
1" WATER 41�
STING PROPOSED GRINDER
PUMP SrATION 10 SERVICE 9 (j)
SWALE CONNECT TO EXIST. (�-_
EXI At� I - - k - �-_' � - I- 1 22. 70
GREASE TRAP 2�) . _:�_
152
TANK F J_ L L -1 0
'_S q
TO BE ABANDONED L�'S� s cl� 1 Qyu, 90 EDWARDS ROAD
X y
X 7_
EXIST. SEPTIC
VEGETATON AREA DESIGNATED _L:EXISTT�A C EXIST. CONCRETE TA
13
REQUIREMENT FOR REMOVAL OF ANY
TO BE PRESERVED AS MITIGATION r6 L :-JL I
)7
EXISTING TREES. EXIST. FPL
ANSFORMER
EXIST. EXIST, GREASE TRAP
LIGHTS TO REMAIN
EXISTING
4k W�THF EE RO�
SANCTUARY BLDG
MIDWAY ROAD
EXIST. SANITARY 15,696 SF/0.36 ACRES± f
SEPTIC DRAINFIELD LINE TO BE <
TO BE ABANDONED FINISH FLOOR ELEV.- 24.00
Nit X LOCATION MAP
PROPOSED HEIGHT= 31' (1 STORY) N.T,S.
<1
60 SANITARY XIST.
SEWER 0 1,10% NCE
22.9 LL_
LIMITS OF CONSTRUCTION HA 0 1 1 04
3 1
.4�t IVOPTH
EXIST. GRAS 3 PARK REPRESENTS
TO BE REMO F -IF
FR
PROPOSED TRANSFORMER
MIN.
762.63'
2",%Z
D,
TING
EXISTING
EXIS71NG
PROPOSED
- "C" INLET
TYPE 'C* INLET
MITERED END
TPE "C" INLET
EL.= 23.01
RIM EL.= 22.76
INV = 21.4
RIM EL= 23.00
= 20.3
INV = 19.5
INV = 19.79
PROPOSED 2*
WATER SER14CE
)D-2
(ED
Fs`D__1�
101
11NO
EXISTING
PROPOSED
PROPOSED
PROPOSEEN
G" SANITAR
- 'C' INLET
TYPE "C" INLET
TYPE "C" INLET
YARD DRAIN
HIM LL.= 22.50
C 1-10
EL= 22.4
RIM EL= 22.5
RIM EL - 2250
INV 19.97
- 20.3
INV = 19.2
INV M 19.59
POSED
D(ED
KE
COVE WALK
TING
EXISTING
PROPOSED
- OC" INLET
MITERED END
04 JUNC'ION M.H.
ELL.- 22.8
INV = 19.17
RIM EL= 23.00
INV = 19.67
- 20.1
D-4
AREA DESIGNATED
PR SED
CCLE OUT
VEGETATION
TO 13E PRESERVED AS MITIGATION
TING
EXISTING
REQUIREMENT FOR
REMOVAL OF ANY
- "C" INLET
MITERED END
EXISTING TREES.
EL.= 22.5
INV � 21.9
- 19.7
M
T- 1 1 1
:p,
X
GO
<
211'
R,
X
RIGHT OF WAY
40'
ill, �10
L
EXIST. TREES GAS MARKER X
TO BE REMOVED
X = ELEVATIONS PER DAVIS ASSOCIATES, INC, SURVEY
DATED MAY 2RO, 2002
1z
X = ELEVATIONS PER CULPEPPER & TERPENING
0100 APPROVED DE5SIGN PLANS #87-24
/_ = PROPOSED EL-EVATIONS PER CULPEPPER & TERPENING
0
LU
0
NOO'00'00"E 1157.00' z 4
ZONING: RS-4 LAND USE: RU
XN X
FIELD ENK./PG.
CULPEPPER &
TERPENING, INC.
CONSULIING ENGINEERS
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(772) 464-3537
- R
E
V
I S 1
0
N
S
BY
DATE
REVISED PER FPUA
C$M
6/15/02
BY
DATE
DESIGNED
LP
24/02
CALICS,
DRAWN
CSM
5/24/02
DETAILED
1: ECHE�C�KEDRM�L6/17�/02
APPROVED I
I
-A
GRAPHIC SCALE
0
( IN FEET )
I inch = 30 ft
SITE DATA
1.
PROJECT NAME:
EAST FLORIDA PRIMITIVE BAPTIST ASSOCIATION OF FLORIDA EXPANSION
2.
LOCATION:
Section 32, Township 34 South, Range 40 East
St. Lucia County, Florida
3.
OWNER:
EAST FLORIDA PRIMATIVE BAPTIST ASSOCIATION OF FLORI DA
P.O. BOX 819
3950 Juanita Avenue
Fort Pierce, FL 34954-0819
Phn: (772) 468-6915
4�
ENGINEER:
Culpepper & Terpening, Inc.
2980 South 25th. Street
Fort Pierce, FL 34981
5.
SURvEYOR:
Davis Associates, Inc.
201 S.E. 15th Terrace Suite 103A
Deerfield Beach, FL 33441
6.
TYPE OF PROJECT,
Church/School Expansion
7.
PROJECT SIZE:
851,996 S.F./ 19,56 Acres
8�
EXISTING LAND USE:
R/U = Residential Urban
9.
FLOOD ZONE:
"X" F.EM.A. Map No.: 12111CO176F August 19, 1991
10.
EXISTING ZONING:
I = Institutional
11.
LIMITS OF CONSTRUCTION
COVERAGE:
Acreage Square Percentage
Footage of site
Exist, Building:
Proposed Bu Ildir'C
0.36 AC. 15,695 SF 1.84%
0,20 AC. 8,640 SITE PLAN
Exist. Paved Parking,
Exist. Sidewalk:
SF 1.01%
1.10 AC. 47,966 SF 5.63% MAJOR knisiorl (8)
Proposed Sidewalk:
0.08 AC. 3,619 SF 0.42% Amino
0.02 AC.
Total Impervious:
Total Open Space-
900 SF 0.11%
1.76 AC. 75,921 SF 9.02%
Total Site Area:
17,80 AC. 775,175 SF 90198%,
19.56 AC. 851,996 SF 100.00% SPTRG
12.
REP.
13UILDING MIN. SETBACKS: FRONT: 25'
REAR: 20'
SIDE: 20'
13.
MAX. BUILDING HEIGHT.-
Existing: 40' 0 Story) Proposed: 40' (1 Story)
14.
PARKING:
Exist. Parking:
Relocated Parking:
Required Provided
(50 Paved/ 87 Grass) 137 (50 Paved/ 87 Gross) 137
Handicapped Parking:
24 Grass .50 paved/ 87 Gross
(included)
(Parking formula: Sanctuary
The existing sanctuary
5 Spaces 5 Spaces
area 9,100 SF 0 15 Spaces per 1,000 SF = 137 Spaces
be
will not used during the school use, No additional spaces are
proposed. Existing Handicapped Parking Inciuded in total
IQTAL EIAIRKING SPACES
provided: 101-150 = 5 Spaces)
PROVIDED,
15.
I_3Z Spaces
DEVELOPMENT SCHEDULE:
Construction to begin: Upon Receipt of Approvals
Construction to be completed:
120 days
16.
UTILITY SERVICE:
Water Service:
Sewage Treatment:
Fort Pierce Utilities Authority _7_1
Fort Pierce Utilities Authority F,
17.
SITE DRAINAGE:
The stormwater management
systern will consist of providing 9 2002
on -site detention per
St. Lucia County and S.F.W.M.D. criteria,
Cl-
_:...
SCANNED-
BY
St. Luc! e
EAST FLORIDA PRIMITIVE DAPTIST
ASSOCIATION OF FLORIDA EXPANSION
SITE PLAN
DATE:
5Z26/02
HORIZ.
VERT.
SCALE: 1"=30'
SCALE: N/A
JOB No. 02-080
SHEET
1 OF 1
CONSTRUCTION
DRAWINGS
FOR
r
As 0 A� u u 0 DA X !)A, u N
IN SECTION 32, TOWNSHIP 34 SOUTH, RANGE 40 EAST
PROJECT
I
LOCATION MAP
N.T.S.
C?
FORT PIERCE, FLORIDA
ST. LUCIE COL'STY FIRE DISTfUCT
RENJEWED FOR coNITLIANCE
SUBJECT TO FIELD INSPECTIONS
SEEATTACHED REN'ISION'SHEET
RENIEWED BY:
DATE:
PREPARED BY
TCULPEPPER &
TERPENING,INC.
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY VATH ALL APPLICABLE CODE&
ftft PLM11 HAVE BEEN REVIEWED
IN &ORDANCI! WITH THE FLORIDA
BANNO CODE
. iNDEX TO SHEETS
SHEET
NO.
DESCRIYTION
1
COVER 1-.11REET
2
HORIZ01"". TAL CONTROL PLAN
PAVING, GRADING & DRAINAGE PLAN
WATER & SEWER PLAN
3
4
5
GRINDER PUMP STATION DETAIL
PAVING & DRAINAGE DETAILS
6
7
WATER & SEWER DETAILS
8
SPECIFICATIONS
FILE COPY
A
� ?-# @L�o 7 0 4? & )- C-
ST LUCIE CO�NTY
IS
BUILDING DIV 'JON
REVIEWED
FORCWLMCE—
L
DATE L
0"IFF
MUST BE KEPT ON JOB OFI
Nn NrlmECT'ON WILL EEMArl
CONCEALED FASTENERS OR ATTACHMvjlj,�
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
CONSULTING ENGINEERS LAND SURVEYORS
FILE NAME: 02-080cov.dwg 2980 SOUTH 25th STREET * FT. PIERCE, FLORIDA 34981 * (772) 464-3537 EAST PRIMITIVE CHURCH EXPANSION 02-080 SHEET I OF 8
Z
T__q
I
7t
EXIST. 4-
EXIST. 2" FORCE MAIN
WATER SERVICE BFP
SOO'02'15"W 1158.46'
A
x x Ix x
<
f9 F EXIST. 1-1/2" WATER METER w
EXIST. CONIC.
bw DUMPSTER PAD
w
F 'G—o—
M-1 7 7 T F _1_1 —I To`OF - T_ F F 7 _1 —1
EXIST. DRY 0 r29 y
DETENTION AREA C�
0 L+
TO REMAIN I t - -1 1 1
F F/ 7
20' REAR 595.74' w
� PARKING DIMENSIONS (TYP.) 10
SETBACK
------------ GRASS PARKING ---------- --------------
EXISTING
TO REMAIN
El EC E�C ELEC ELEC ELE ELEC
EXIST.
FENCE <
EXISTING 0
SWALE
r2'
-0
0
n
c6
0
In
0
TO BE ABANDONED Lk-s"'z 6-1
41-
EXIST. SEPTIC TANK 's
x
38.94'
OF,". MUNW15", 30'
F_ ExI T. CONCRETE
ri L -ILI
r — — 7 r6) I
EXIST FPL
TRANSF R
EXIST. EXIST. GREASE TRAP 0' MER
LIGHTS TO REMAIN
IF D
EXISTING
rSEPTIC DRAINFIELD EXIST. SANITARY BUILDING
LINE TO BE F_
TO BE ABANDONED 13�1
eI r
x LT3
LIMITS OF CONSTRUC11ON
762.63'
PROPOSED TRANSFORMER
m
L
0
CHED AREA
3.30' 1 L 0' x 20'
E4
-A &APE 0
F' - 'T S D
--------------
_0
30.5'
OC);
X�
47.5'
2 r ------------ L ------------- ir -------------------------------------
F - - - - T T-T-. T - - - - 4,
1.4
EXIST. DRAINAGE INFRASTRUCTURE
TO BE REMOVED EXISTING
\—PAVED PARKING
15.8' TO REMAIN
7' EXIST. DRAINAGE
TO REMAIN 9
'0 -------
Ll --- L --- L,___I --- I -I _L L_'_ --- j --- I --- Li
------------------------------ 20'
22
601 rl I EXISTING
13,
PAVED PARKING
TO REMAIN
25' FRONT
<
SETBACK
x 1 1,17,
10, 'CO4
EXISI; _IGHT
POLES TYP.)
IL 11 --- J --- Ji --- I --- L --- L --- J --- A --- I --- L --- L --- __Lj
10,
-----------------------------------------------
24' --------
PARKIN ------- I
I . % \ (TYP.) !I I RIGHT-OF-WAY
TREES LOCATED PER 40' 40'
EXIST. ST. LUCIE COUNTY AERIAL
FENCE
---- ------ ------------------------------------------------------------------------------ ---------
x x I N I
X X x x
qmwm�jl 7po- Rwm� " P F-swimm 0 m
SEEP
pipmmm R RIMM-M
on
wx
20
/__� Ln <
A NOO*00'00"E 1157.00' '0 P
N M
COMPUTER
FILE REF. FIELD BK./PG.
02-080base.dwg
CULPEPPER &
TERPENINGINC.
CONSULTING ENGINEERS
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(772) 464-3537
GAS MARKER
LO
vi
0
b
00
z
R
REVISED PER FPUA
E
V I
S 1
0
N
S
BY
DATE
CSM
6/15/02
BY
DATE
DESIGNED
DLP
5/24/02
CALCS.
DRAWN
CSM
6/2/02
DETAILED
CHECKED
RML
6/17/02
APPROVED
i
GRAPHIC SCALE
( IN FEET )
I inch = 30 ft.
EAST FLORIDA PRIMITIVE BAPTIST
ASSOCIATION OF FLORIDA EXPANSION
HORIZONTAL CONTROL PLAN
____ / A. --
DATE:
6/2/02
HORIZ.
VERT.
SCALE: 1"=30'
SCALE: N/A
JOB No. 02-080
SHEET
2 OF 8
P'
6�
T--q
I
E
FO --x
0
PIN
m EXIST. DRY
x DETENTION AREA
TO REMAIN
20' REAR 595.74'
SETBACK wu
N
t F4
1, X
EXISTING
SWALE
FXIST. 2"
WATER SERVICE BFP
SOO'02'15"W 1158.46'
x x Ix --x _x
EXIST. GONG. EXIST. 1-1/2" WATER METER
DUMPSTER PAD
F 1-1 17 To"T---T-- F
'0 r2,9 EXIST. OUTFALL x
CONTROL STRUCTURE
L ------ x-
PARkING DIMENSIONS (TYP.) -/1�4 Qyu- - - I - I - , '�' 0 (SEE DETAIL)
157, 0/r Ig IA,,,Wp EXISTING --I,-
Ig7l - 15" Ac#p-
-----------
======GRASS PARKING ------
SD-6 TO REMAIN
EEC ELEC ELEC ELEC ---- ELEC ELEC -
22.91
l 8 r2
id
EXIST. SEPTIC TANK r
LS
T
TO BE ABANDONED x
IM ll NMI Fff�-=-=-= =1 x
I F- 1 119 E i7EXIST. A/G� EXIST. CONCRETE
r6 L -ILI
- - - - - - - - EXIST. FPL
JE EXIST. TRANSFORMER
EXIST. GREASE TRAP
- - - - - - - - TO REMAIN
LIGHTS EXISTING CONSf. STABILIZED
GRXSS PARKING
qANrTTTAPV PTnr-
SEPTIC DRAINFIELD
TO BE ABANDONED
LIMITS OF CONSTRUCTION
762.63'
EXIST. SANITARY 15,696 SF/0.36 ACRES±
LINE TO BE F-
FINISH FLOOR ELEV.= 24.00
ON x I I I I I
HEIGHT=
31
kl STORY)
XIST.
NCE
CONST. 28 LF
OF 15" CAP
-IF
HED AREA!
0
49bO.29%
F
REPRESE�TS
X 20
"A
X�l; N\
X-1
F'
-L-A
4D
S C APE
AND
t
t -------- A
x Ell
Kid
CONST. 40 LF
OF 15" (:OR
SO-1
x
x
0 0,21%�.
X......... L
- -----------
------ --------------------------
Q
I
r ---- --T
T ---- 7 ---- r
-41
1 -7 -T --- r --- i --- I --- r ---
OPOSVD
-4
BLDG�'�D-4
EXIST. DRAINAGE INFRASTRUCTURE
TO BE REMOVED
ZA'1ST 156'
EXISTING
1�4
07
t'
I j ----
OF 18"AC&P 0 9.25,r
- ------
------- -4 ------ -------------- zz===== 3,'
-sd
PA VED PARKING
(:S:D a-3 TO REMAIN x
'1520
S -12
EXIST. DRAINAGE
0 ACRES±
7'
TO REMAIN
x
�F.E.= 24.00
22.24 k"
HT= 20'('l $�TORY)
23.95
C) 'L I --- L --- I --- J --- I --- I --- LU
�)
......
--- I --- I--- L --- L --- I --- j --- I --- Xj
23.54 1 1 1
--------------------------- I
---------------------------------- x
23.54 22.9
Ap CONST. CONCRETE EXISTING
oD x
23.95 CONST. 65 LF PAVED PARKING
OF 12" PVC
23.75 TO REM
0 0.29%
25' FRONT
SETBACK
N PROPOSI�D m x
BLDGx
EXIST
23.34 POLEs* (TYP-)
41 --- L --- L --- L--J --- I --- I --- L --- Ll--� --- il --- L --- L---
Ld
4,320 SF
24' -x ---------------------------------- x ----------------
To'
0.10 ACRES± PARKING DIMENSIONS
rl TYP (TYP.)
m F.F.E.= 24.00 TREES LOCATED PER
cc FRIAL
U) HT= 20'(1 STORY), EXIST. ST. LUCIE COUNTY lk
FENCE N
.. ------------------
6o' ---------------------- x -------------------------------- x
x x x x x
X X x
J
0 LEGEND
x = ELEVATIONS PER DAVIS ASSOCIATES, INC. SURVEY
I
lzz�l DATED MAY 20, 2002
x = ELEVATIONS PER CULPEPPER & TERPENING
APPROVED DESIGN PLANS #87-24
0.00
PROPOSED ELEVATIONS PER CULPEPPER & TERPENING
COMPUTER
F11 F PFF I FIELD BK./PG.
I 02-080base.dwg I I
GAS MARKER
NOTES
1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO
THE NATIONAL GEODEIIC DATUM (N.G.V.D.) OF 1929.
2) AN APPROXIMATE CONVERSION BETWEEN THE NORTH AMERICAN
VERTICAL DATUM (N.A.V.D.) OF 1988 AND N.G.V.D. CAN BE MADE BY
SUBTRACTING 1.475 FROM THE N.G.V.D. ELEVATION TO OBTAIN THE N.A.V.D.
ELEVATION.
NOO'00'00"F 1157.00'
CONSULTING ENGINEERS
LAND SURVEYORS
CULPEPPER & 2980 SOUTH 25th STREET
CTen, ml FORT PIERCE, FLORIDA 34981
TERPENING,INC. (772) 464-3537
b
-Ln
Ln
L6
ro
rl
3:
I P
0
OD
zi
EXIST. 4"
FORCE MAIN
x x
W
�-y
x
0
x
<
<
LL
C)
E-4
0 0-4
x Do;
I
<
t
20'
x 0
RIGHT-OF-WAY
40' 40'
<
x
- R
E
V I
S 1
0
N
S -
BY
DATE
REVISED PER FPUA
CSM
6/15/02
BY
DATE
DESIGNED
DLP
5/24/02
CALCS.
DRAWN
CSM
6/2/02
DETAILED
CHECKED
RML
6/17/02
APPROVED
.30
GRAPHIC SCALE
(IN FEET )
1 inch = 30 ft.
STRUCTURE TABLE
(�D
E3)
EXISTING
EXISTING
TYPE "C" INLET
TYPE "C" INLET
RIM EL.= 23.01
RIM EL.= 22.76
INV = 20.3
INV = 19.5
EXISTING
EXISTING
TYPE "C" INLET
TYPE "C" INLET
RIM EL.= 22.4
RIM EL.= 22.5
INV = 20.3
INV = 19.2
(ED
(�D
EXISTING
EXISTING
TYPE "C" INLET
MITERED END
RIM EL.= 22.8
INV = 19.17
INV = 20.1
E�
(ED
EXISTING
EXISTING
TYPE "C" INLET
MITERED END
RIM EL.= 22.5
INV = 21.9
INV = 19.7
(ED
EXISTING
MITERED END
INV = 20.9
9A 9A
CONST.
CONST.
TYPE "C" INLET
04 JUNCTION M.N.
RIM EL.= 22.50
RIM EL.= 23.00
INV 19.59
INV = 19.67
FSD--1
CONST.
CONST.
YARD DRAIN
TYPE "C" INLET
RIM EL.= 22.50
RIM EL.= 23.00
INV = 19.97
INV = 19.79
SFWMD BASIN CRITERIA
1.) PROJECT CONTROL ELEV.= 17.00' NGVD
2.) MIN. FINISH FLOOR ELEV. (F.F.E.)= 23.50' NGVD
3.) MIN. PERIMETER BERM EUEV.= 22,50' NGVD
4.) MIN. PARKING ELEV.= 21.90' NGVD
5.) 36" RECTANGULAR WEIR CREST ELEV.= 23.27' NGVD
6.) 60 13LEEDER ORIFICE INVERT= 20.90' NGVD
*THIS PROJECT IS PART OF A PREVIOUS SFWMD PERMIT# 56-010006-S,
AND THE EXISTING PERMITTED CONTROL STRUCTURE IS NOT PROPOSED TO
BE MODIFIED AS PART OF THIS PERMIT MODIFICATION.
EAST FLORIDA PRIMITIVE BAPTIST
ASSOCIATION OF FLORIDA EXPANSION
PAVING, GRADING, & DRAINAGE PLAN
12D
�- �71vxt-
DATE:
6/2/02
HORIZ.
VERT.
SCALE: 1"=30'
SCALE: N/A
JOB No.
02-080
SHEET
3 OF 8]
20' REAR
SETBACK
I
v
4
EXIST. DRY
DETENTION AREA
TO REMAIN
CONST. 90* BEND
Aw"!
----------- :)F
CONST. 45'
BEND
C�
0 CONST. 45' �'x
BEND
595.74' CONST.
2" PVC
FORCE
MAIN
RIM=21.97 CONST. 1
EXISTING I"V=1 �FWCATER
SWALE
RIM=22.15
RIM=22.27
rXIST. SEPTIC
TANK
�s
TO BE ABANDONED
m op Rpm —
— — — — — — —
EXIST. SANITARY
SEPTIC DRAINFIELD
TO BE ABANDONED
LINE TO BE
CONST. 75 LF
OF 6" PVC SAN.. XIST.
SEWER 0 1.10% NCE
LIMITS OF CONSTRUCTION
INV= 19.3"
CONST. 75 LF
OF 6" PVC SAN.
SEWER 0 1.10%
CONST. Gj
762.63' CONST. 2"
01
j,
V
�`� *00 - CON
CLEAN
:!V= 20.
CONST. 2' PVC
WATER SERVICE
CONST. 75 LF ON
OF 6* PVC SAN. - �_p I
SEWER 0 1.10% tl
0
n
CONST
CLEAN -OUT
INV= 21,00
cc
J)
le
L)
CLI
C)
C)
C�
T
x
N �_r,9
I F
x L
I L
CONST.
90* BEND
x
MAINTAIN 10' EXIST. 4"
MIN. SEPERATION EXIST. 2" FORCE MAIN
BFP
CONST. 2" PVC WATER SERVICE
CONNECT TO EXIST. CONST. 2" PVC
WATER SERVICE 2" WATER SERVICE FORCE MAIN t IN DIRECTIONAL BORE
SOO*02'15"W 11,58.46' CON T. 4i x 2* 4- HOPE (DR-9) CARRIER
W/6" HOPE (DR-9) CASING
HD TO VC
ADA TORi
ONSX
t
EXIST, CONIC. 45' BEND EXIST� 1-1/2" WATER METER w
TAPPING SLEEVE VALVE
DUMPSTER PAD L ��U CONST. 4"x 4"
F T 7 _1 To"T� - F I CONST. E'
r29 CHECK VALVE '�Y
L
I I I I I I I I oNu- -------- m
PARKING DIMENSIONS (TYP.)
10' EXISTING
- - - - - - - - - - -- - - - - --- GRASS PARKING ------ -------------------------------
--------------- - -----------
CONST. 45'== TO REMAIN
INV-19 6 BEND
INV=20.5 INV 20.9 INV=21.8:
<
S
T
S, I I L L _1 1 -4
Q`yu_
7_11
I- RP7
CONST. 1" RPZ EXIST. A/C EXIST. CONCRETE
r
W/ HOSE BIB CONST. CLEAN -OUT L -ILIK i1ii, J,
EXIST. FPL
TRANSFORMER m
EXIST. EXIST. GREASE TRAP
TO REMAIN
LIGHTS
EXISTING
<
Pr
7 AT71 # i
W
ONST.
BUILDING
GRINDER PUMP STATION
TO CONNECT TO EXIST.
(S
(SEE DETAIL)
<
CONST. 17 LF
OF 6" PVC SAN.
SEWER 0 1.10% 1
CONST. CLEAN-041 0
CHED AREA
it INV= 18.53 HA
F` -IF REPRESENTS
10' X 20'
APE
r' -IT — — -1— _L_jj I S tA�NSD�
t— — t --------- -------------
_0
Do;
------------ L -F Tr i -- ------------ IT -------------------------------------
<
r ---- 7---- T---- v ---- r --- T --- F --- I --- T --- T____l
EXIST. DRAINAGE INFRASTRUCTI�RE
TO BE REMOVED EXISTING
PAVED PARKING
- --------------------------------------
------------------------- TO REMAIN
EXIST. DRAINAGE
7'
PROPOSED1,11, TO REMAIN
P.
BUILDING
A --- I- L ------- I --- L --- L --- I --- J ... I ... tj
60' 11
................ ---------- 71— -------------------------------- --------------------------------------- 20'
so' EXISTING
�: 4�s��A
PAVED PARKING
TO REMAIN I I E
25' FRONT
SETBACK <
'07"1 k'�
b
0
PROPOSED EXIST. LIOHT
POLES (TVQ
10,
L --- L__J --- I --- I --- L --- L--.J --- J --- I --- L --- L
BUILDING
__L4P ----------------------- --- PARKING DIMENSIONS
y (TYP.) RIGHT -OF -WA
TREES LOCATED PER 40' 40'
EXIST. ST. LUCIE COUNTY AERIAL
FENCE
--------------------------------------------------------------- ------------- ---------
x x -1 X X x x
10 6w. A-1 _mmp�
m
GAS MARKER
COMPUTER
FILE REF.
FIELD BK./PG.
02-080base.dwg
t
NOTES
1) ALL ELEVATIONS AND BENCHMARKS SHOWN HEREON ARE RELATIVE TO
THE NATIONAL GEODETIC DATUM (N.G.V.D.) OF 1929.
2) AN APPROXIMATE CONVERSION BETWEEN THE NORTH AMERICAN
<
VERTICAL DATUM (N.A.V.D.) OF 1988 AND N.G.V.D. CAN BE MADE BY 0
SUBTRACTING 1.475 FROM THE N.G.V.D. ELEVAT10N TO OBTAIN THE N.A.V.D.
ELEVATION.
LO
, 0
0
00
NOO'00'00"E 1157.00'
CULPEPPER &
pl� I
TERPENING, INC.
CONSULTING ENGINEERS
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(772) 464-3537
- R
REVISED PER FPUA
E
V I
S 1
0
N
S -
BY
DATE
CSM
6/15/02
BY
DATE
DESIGNED
DLP
5/24/02
CALCS.
p6/2/02
DRAWN
CSM
DETAILED
CHECKED
RML
r
, /1 /nq
6/17/02
F—APPROVED
GRAPHIC SCALE
( IN FEET )
I inch = 30 ft.
CONFLICTS
18" ACMP
BOTTOM
EL= 19.17
18"
MIN
4" PVC FM
TOP EL= 17.67
CONFLICT 91AY9
NOT TO SCALE 18" ACMP
BOTTOM
EL= 19.05
4" PVC FM
BOTTOM
EL= 17.24
18"
MIN
2" PVC WM
TOP EL= 15.74
CONFLICT f9C99
NOT TO SCALE
2" GAS
BOTTOM
EL= ±19.o
6" WA
BOTTOM
EL= ±19.0
,36. 36-
MIN MIN
2" PVC FM
TOP EL= 16.0
CONFLICT 99E 99
NOT TO SCALE
18"
MIN
2" PVC WM
TOP EL= 17.55
CONFLICT 99B99
NOT TO SCALE
36"
MIN
18" ACMP
BOTTOM
EL= 21.3
2" PVC FM
TOP EL= 18.3
CONFLICT "W"
NOT TO SCALE
F I L E 0 PY
EAST FLORIDA PRIMITIVE BAPTIST
ASSOCIATION OF FLORIDA EXPANSION
WATER & SEWER PLAN
DATE:
6/2/02
HORIZ.
VERT.
SCALE: 1"=30'
SCALE: N/A
JOB No. 02-080
SHEET
4 OF 8
PUMP STATION PLAN VIEW
N. T.S.
48- BASIN COVER W/HINGED, PADLOCKABLE
ACCESS DOOR, 1/4- ALUM
FLOOR PLATE W1 VENT CPLE 7
2- VENT W/S.S.
EXIS)GROUND.\\ . BUG SCREEN-N,
4" MIN A" WET WELL RIM
3-1 1/2" SLIP CONDUIT FLANGE
(FIELD INSTALLED)
-3-1 1/2" ELECTRICAL
RAIL SUPPORT SST
TS To COVER NAME)
-SST FASTENERS
VALVE BOX & COLLAR
USF # 7635
WET
WELL-\
3" POLYETHELYNE CAM LOCK ASSY
W1 VENTED AIR RELEASE
SCHEDULE 80 PVC NIPPLEV
45* PVC BENDS
2" RESILIENT SEAT GATE VALVE
SECTION A -A
PUMPOUT CONNECTION
N. T. S.
A
RIM ELEVATION
23.00 FT NGVD
B
INFLUENT INVERT ELEVATION
S. 19.7g./N. 18.36 FT NGVD
C
ALARM
18,00 FT NGVD
D
LAG PUMP "ON"
17.50 FT NGVD
E
LEAD PUMP "ON"
17.00 FT NGVD
F
PUMPS "OFF"
16.50 FT NGVD
G
WET WELL BOTTOM ELEVATION
15.00 FT NGVD
H
INFLUENT DIAMETER
6 IN
I
WETWELL DIAMETER
48 IN
J
, PUMPOUT CONNECTION
3 IN
SECURE TO PIPE SUPPORT WITH
TWO STAINLESS STEEL STRAPS
REDUCED PRESSURE BACKFLOW
PREVENTOR (BY CONTRACTOR)
BALL VALVE WITH
TEST COCK (TYPICAL)----,_
SEE NOTE #2
SEE NOTE #1
3/4- HOSE BIBB
FINISH GRADE
CONTROL PANEL PEDESTAL
NOTES:
1. TYPE "K" COPPER TUBING (sm DRAWN) OR POLYETHYLENE TUBING SDR 9
COPPER TUBE SIZE.
2. BOTH RISERS SHALL BE TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/
BRASS "SWEAT" FITTINGS AND ADAPTERS. ONLY LEAD FREE SOLDER AND FLUX
SHALL BE PERMITTED.
RPZ BACKFLOW PREVENTER DETAIL
N, T. S.
t NOTE:
DUCT
DISCHARGE LEVEL
ALL PIPING
FOR VALVE AND PUMPOUT CONNECTION
ASSEMBLY
M
48" FIBERGLASS REINF. POLYESTER
SEAL
NIGE
2" NpT DISCHARGE FLA ,
SST. SHALL BE
SCHEDULE 80 P.V.C.
RESIN, 3/8" MIN. WALL THICKNESS
GELCOATED SURFACES TO SEAL FIBERS
120 PCF LOAD RATING AT S.F.2
11 HT
2" DISCHARGE PIPING, PVC
30"
VISIBLE FROM ALL DIRECTIONS
"El" INLET FITTING
SCH. 80
(FIELD INSTALLED)
"B"
PIPE GUIDE RAILS
SERACE METER
NEMA 3X 24" x 24" x 8" STAINLESS STEEL
INFLUENT INVERT
§CH.40
NEMA 4X SOUARE-D MODEL H321DS
0
CONTROL PANEL
D SERVICE RATED FUSED DISCONNECT
C D�l
"C" HIGH WATER "ALARM" LEVEL---�
"D" LAG PUMP "ON" LEVEL
2 G20 GRINDER PUMP W SST LIFTING BAIL
MYERS
�3/4" HOSE BIBB
RIGID GALVANIZED CONDUIT
"E" LEAD PUMP "ON" LEVEL
f�PM, 1
2 P, 3450 PHASE, 230 VOLT. 60 Hz
�d
W/RP2 BACKFLOW DEVICE
"F" PUMPS "OFF* LEVEL
5 1 2* IMLRUR, -�B- GPM, 0--LOL TDH
STRAPS
bALL CHECK VALVE
FEEDERS CONDUITle�
-.,�STAINLESS-STEEL
1 # 6 IN 3/+' CONDUIT
�CONDUIT SEAL OFF
UV SCH. 80 P.V.C.
TO BE PLACED WITHIN 18" OF
—RAIL ASS'Y-
THERM-0-WELD
PROVIDE 10' x 25 x 6
z ELECTRICAL ENCLOSURE.
:5 (3 - 1 1/2" REQUIRED)
w
"G" WET WELL BOTTOM
ENGINEER OF RECORD SHALL �".-IFY AND
FINISH GRADE
CONCRETE PEDESTAL WITH
#4 BAR 12" O.C. & E.W.
10
n
SU BMI T BUOYANCY CALCULADONS FOR
i
NEMA 4X-6" x 6" x 24"STAINLESS STEEL
THE ANTI -FLOTATION SLAB
WEATHERPROOF JUNCTION BOX WITH TERMINAL STRIP
ql
TO E7LECTRIC -T L
\-FINISH GRADE
TO WET WELL
TRANSFORMER
77PROVIDE
......
I
11-GRAVEL
3/4" 8' COPPER GROUND ROO
TO ELECTRIC
TRANSFORMER
L
THREE SEPARATE CONDUITS FOR
90' SWEEP MOTOR CABLES AND LIQUID LEVEL
A- MrN-
8' COMP��CT
MI N�D 3 /4"
-1
REGULATOR CABLES. CONDUIT SHALL BE
REAR MEW
SCH 80 PVC 1-1/2".
PUMP
STATION
SECTION VIE-1
SIDE
ME
N. T. S.
ILECTRICAL CONTROL
PANEL
N. T. S.
N
MAIN
DISCONNECT
TO BE
Ll PRO IDED
IV
L2 BY OTHERS
L3 1— J7d —8M
-L� BE
GR
208/23OV, 3 PHASE, 60 HZ
Ll - 115V TO GROUND
WE
2
Pm
B *1 B 2 E83MC B R
30
30 N
I -E -s -s 1 17Y -E -�; 1
44 IH—V
Tl T2 T3 Tl T2 T3
0 mi M2
9,5 FLA 9.5 FLA
2 HP 2 HP
0
TO
CONTROL
NOTES:
1) PANEL MUST BE GROUNDED IN ACCORDANCE WITH LOCAL, STATE, AND NATIONAL CODES
2) A GROUNDED SYSTEM NEUTRAL MUST BE SUPPLIED (GROUNDING TO BE IN ACCORDANCE:
WITH NATIONAL ELECTRIC CODE ARTICLE 250)
3) USE COPPER CONDUCTORS RATED 60deg C IF RATED LESS THAN 100 AMPS;
75deg C IF RATED 100 AMPS OR MORE
4� ALL CONDUITS MUST ENTER FROM BOTTOM
5 TERMINAL TIGHTENING TORQUE REQUIREMENTS FOR NEUTRAL, GROUND AND INCOMING
POWER CONNECTIONS ARE AS FOLLOWS: 35LB-IN FOR #18-#10AWG; 40LB-IN FOR
#BAWG; AND 45LB-IN FOR #6-#4AWG
6) TERMINAL TIGHTENING TORQUE REQUIREMENTS FOR #18AWG PUMP CONTROL CABLES AND
FLOATS ARE 20LB-IN
7) MAIN & EMERGENCY BREAKERS ARE MECHANICALLY INTERLOCKED TO PREVENT
SIMULTANEOUS OPERAT10N
8) GENERATOR POWER REQUIREMENT IS 7KW CONTINUOUS OUTPUT NTH 30 AMPERE
RATING 0 208/23OV, 3 PHASE, 60HZ.
THREE PHASE DUPLEX
GRINDER SYSTEM CONTROL PANEL
u
0
9
HIGH LEVEL
120 VAC
ALT
62 KOHMS TOTAL RESISTANCE
----%/vVv
62 KOHMS TOTAL RESISTANCE
XFMR
2 AMP
20
32
HIGF
TEST
33
LA
TEST
34
I
LE,
TEST
36
SILENCE
I
I =-z I
WIRE COLOR CODE
(#.CLR)
0 -
BLACK
1 -
BROWN
2 -
RED
3 -
ORANGE
4 -
YELLOW
5 -
GREEN
6 -
BLUE
I
OH001 V
Pump� OF�F
—0 01 �A 8 - GRAY
TEST 9 - MIITE
THREE PHASE DUPLEX
GRINDER SYSTEM CONTROL PANEL
COMPUTER
FILE REF.
FIELD BK./PG.
02-080base.dwg
F---1
I
EEEA
C'rCULPEPPER &
TERPENINGINC.
[:�ALARM LIGHT DALARM LIGHT
30 GR
B'M BL 1 1'3'1 1 B"2 [R]l B[N I BEE I B[31 1 B[]2
0 0
ETMI. ETM2
0 0 OLLI R2
PLI PL2
<r> (D C)LL2 HORN R3 L
HORN
swi Sw z MPM
R4 <
13 13 OLL3 HH R5
OSF1 OSF2 1
C:3 C::3 OLL4 SILENCE SILENCE
��TEST MODE REC
DEAD FRONT BACKPANEL
• UGHTNINC ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME--
• SURGE ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME
BILL OF MATERIALS
BM/BE MAIN/EMERG BREAKERS SQUARE D QOU330
Bl/B2 PUMP BREAKERS SQUARE D QOU320
BC CONTROL BREAKER SQUARE D QOU115
EIR RECEPTACLE BREAKER SQUARE D QOU115
REC DUPLEX RECEPTACLE PASS & SEYMOUR 1591 -1
GR GENERATOR RECEPTACLE PYLE NATIONAL JRE4100PR
LA LIGHTNING ARRESTOR DELTA M0603
SA SURGE ARRESTOR DELTA CA603
PM PHASE MONITOR DIVERSIFIED SLA230ASA
Sl/S2 PUMP STARTERS TELEMECAN1QUE LClDl8lO
OL TIIERMAL OVERLOAD RELAY TELEMECANIQUE LR2Dl3l4
AL ALARM LIGHT INGRAM LRX-40
HORN ALARM HORN EDWARDS 870P-N5
SIL SILENCE CONTROL CONCEPTS PB4
TEST ALARM TEST CARLING 6FA54-73
Rl DPDT RELAY OMRON MK2P-Sl2OVAC
ALT ALTERNATOR DIVERSIFIED ARA120ABA
MODE ALTERNATOR MODE SWITCH CARLING 2GE54-73
SW1/2 HAND -OFF -AUTO SWITCH CONTROL CONCEPTS SS03
ETM1/2 ELAPSED TIME METER GRASSUN FWZ-72
PL1/2 PILOT LIGHT CONTROL CONCEPTS FVLU120GNT
PL4-9 PUSH-TO-TIEST PILOT LIGHT CONTROL CONCEPTS FVPT-rl20-lPBCRD
OSF1/2 OIL SEAL FAIL LIGHTS LITTELFUSE 970-67OA-92WRN
XFMR 120X24 TRANSFORMER MICRON BO5OUP7JK
FLI FUSE BUSSMAN FNM-2
R2-5 DPDT RELAY OMRON LY2-24VAC
ENC PANEL ENCLOSURE RONNEX 3RSS/242410 WITH
3 POINT DOOR LATCH
THREE PHASE DUPLEX
GRINDER SYSTEM CONTROL PANEL
NORTH
GRAPHIC SCALE
CONSULTING ENGINEERS
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(772) 464-3537
( IN FEET )
1 inch = 10 ft.
CONTROL
PANEL
GRINDER
PUMP
S. INV19 - 79
EXIST. SEPTIC TANK
TO BE ABANDONED
s k/S S I L
L- - - - - - - - j
- - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - - - - - - 7
- - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - - - - - - I
- - - - - - - - - - - - - - - - - - - - - I
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - j
- - - - - - - - - - - - - -- I
- - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - - - - - - I
- - - - - - - - - - - - - - - - - - - - - - I
- - - - - - - - - - - - - - - - - - - - - - I
- R
CONSULTING ENGINEERS
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(772) 464-3537
( IN FEET )
1 inch = 10 ft.
CONTROL
PANEL
GRINDER
PUMP
S. INV19 - 79
EXIST. SEPTIC TANK
TO BE ABANDONED
s k/S S I L
L- - - - - - - - j
- - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - - - - - - 7
- - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - - - - - - I
- - - - - - - - - - - - - - - - - - - - - I
- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - j
- - - - - - - - - - - - - -- I
- - - - - - - - - - - - - - - - - - - - - --
- - - - - - - - - - - - - - - - - - - - - - I
- - - - - - - - - - - - - - - - - - - - - - I
- - - - - - - - - - - - - - - - - - - - - - I
- R
E
V I
S 1
0
N
BY
DATE
.REVSED PER FPUA
CSM
6/15/02
1 8 Y
DATE
DESIGNED
DLP
5/24/02
CALCS.
DRAWN
CSM
6/2/02
DETAILED
CHECKED
RML
6/17/02
CONST. 4" PVC
FORCE MAIN
.GRINDER PUMP STATION SITE PLAN
SCALE I' = 10'
EAST FLORIDA PRIMITIVE BAPTIST
ASSOCIATION OF FLORIDA EXPANSION
GRINDER PUMP STATION DETAIL
DATE:
6/2/02
HORIZ.
SCALE: 1"=10'
VERT.
SCALE: N/A
JOB No. 02-080
SHEET
5 OF 8
�nM fDAUIA)
#10 GAGE LOCATOR WIRE SHALL BE
PLACED ON TOP OF PIPE AND
LOOPED AT EACH BELL FOR ALL
WATER AND FORCED MAINS.
8" STABILIZED SUBGRADE -
75 PSI FBV, COMPACTED TO 98%
OF MAXIMUM DENSITY AS PER
A.A.S.H.T.O. T-180
RASS PARMLG SECT
We
EXCAVATED FINISHED GRADE
FINAL
X
SEE NOTE #4
BACKFILL \ I \�;"
�1\y 11 12"
(MAT TAMP)
T_
6" MIN. 6- MIN
12" MAX.
Z
INI
BACKFILL
AL
PIPETZONE
(SIDE TAMP)
HAUNCHING
BEDDING
V41VIr 0
Pik
NOTES,
I . FOR TRENCHES REQUIRING SHEETING, SHORING. STAY BRACING. TftENCH JACKS OR
TRENCH BOX. DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS.
2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM
EMBEDMENT SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMIENTS, IF THE PIPE IS
INSTALLED IN A COMPACTED EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND
COMPACTED TO 12* MIN. COVER BEFORE INSTALLATION OF UTlUTy-
3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM
AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED
DEPTH OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS IIIIEGUIRED.
4. THE CONTRACTOR SHALL COMPLY WTH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT.
E
EL. 8.50
5
2E
0
E E
N ' _� TYPE "E* GRATES ARE CASTED
2 2 2 1/2
IN TWO SECTIONS
r---
A
_T
2 1 /4�
TYPE
INLET
DIMENSION
��H
MAX.
SIZE
R C.P.
A
1 13
1 C
D
E
C
2'-0"13*-1.
1 2'-4"
1 V-0-1
11-
18-/24-
771
I r�
1/4- 1, r_� e)
8" r---
I C _T
_2'
2' 2 1/2. NOTE: (1) FOR MORE INFORMATION SEE D.O.T.
PLAN 1984 STANDARDS INDEX NO. 232
A 5 31e GRATE 1 1/2-
1/4' 1 a2 1/4'
GENERAL NOTES
_2" CL. BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO 13E CHAMFERED 31,V
#4 BARS
12- O.C. FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION
IS ENCOUNTERED AT FLOW UNE, OMIT FLOOR AND CARRY WALLS DOWN TO
SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WITH CLEAN SAND.
GRATES: CAST IRON GRATES TO BE U.S.F. NO. 6212 IN ACCORDANCE
WITH FLA. D.O.T. SPECS. FOR TRAFFIC BEARING GRATES.
TYPE 99 C 99 INLET DETAILS
L
SEE _jEN'ERAL N 0 T-E-Sl
SECTION
2'
2' F 6,x6* 10/10 WWF 2% TYPICAL 4"
Z COMPACTED SUBGRADE - 95% MAX. DENSITY PER AASHTO T-99
TYPE "A'
TYPE "B"
1/2-
1
1/2- PRE -MOLDED
EXPANSION JOINT
MATERIAL
TYPE "C"
TABLE OF SIDEWALK JOINTS
TYPE
LOCATION
AT P.C. AND P.T. OF CURVES AND AT JUNCTION
OF EXISTING AND NEW SIDEWALKS.
5'-0* CENTER TO CENTER ON NEW SIDEWALKS.
.C.
WHERE NEW SIDEWALK ABUTS CONCRETE CURBS,
DRIVEWAYS AND SIMILAR STRUCTURES
SIDEWALK CONSTRUCTION
SIDEWALK CONSTRUCTION DETAILS
FIELD BK./PG.
CULPEPPER &
I
CT TERPENING, INC.
CONSULTING ENGINEERS
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(772) 464-3537
6" DIA.
BLEEDER
EXISTING
SWALE BOTTOM
EL 21.5
EL. 20.90
S. FACE INLET
WEIR CREST EL 20.50
A
L
FACE OF INLET
OPEN AT SWALE
FROM
JUANITA AVE.
SOUTH SWALE
1 B
PLAN VIEW
.,- RIM EL.= 24.10
"C" INLET
DDIFIED)
SECTION B-B SECTION A -A
EXISTING CONTROL STRUCTURE DETAIL
NOT TO SCALE
TO DRY DETENTION
AREA ON -SITE '
11 " *EXISTING PERMITTED CONTROL STRUCTURE IS NOT PROPOSED TO BE MODIFIED UNDER THIS PERMIT MODIFICATION.
00000 moop
oo '04
"ALL ELEVATIONS REPRESENTED HCREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929.
***AN APPROXIMATE CONVERSION CAN BE MADE BY SUBTRACTING 1.475' FROM THE N.G.V.D. ELEVATION TO OBTAIN THE
NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988 ELEVATION.
R
E
V I
S 1
0
N
S
BY
DATE
REVISED PER FPUA
CSM
6/15/02
U.S.F. #125 KING & COVER
SEE PLANS
#8 BARS
[#8 BARS BOTH Ys
t A
THICKNESS ---1 2'-0* #6 0 6- CTRS.
OF WALL L 1 1/2- OPTIONAL KEY BOTH WAYS
NOTE; CAST IRON LID TO BE U.S.F. NO. 125
MANHOLE TOP
TYPE 7-T
( DOT 201 )
-STORM MANHOLE LID
By
DATE
DESIGNED
DLP
5/24/02
CALCS.
DRAWN
CSM
6/2/02
DETAILED
CHECKED
RML
6/17/02
d
APPR VED
I
8" BRICK OR
NON -REINFORCED
CONCRETE OR
6" REINFORCED
CONCRETE �
ONE GAGE #4 0 12- CTRS. -
BOTH WAYS IN CENTER 1/3 OF
CONCRETE WALL
#4 BARS 0 9- CTRS.
BOTH WAYS
TYPE "P" STORM MANHOLE
_L�
EAST FLORIDA PRIMITIVE BAPTIST DATE: 0/Z/UL
HORIZ. SCALE: NONE
ASSOCIATION OF FLORIDA EXPANSION VERT. SCALE: NONE
AVING & DRAINAGE DETAILS JOB No.02-080
SHEET 6 OF 8
f
Lx,�
`7 F` L
TEE
14, 22 112'
CROSS USED AS TEE 45, OR 90-BEND
L
L
REDUCER
TEE USED AS CROSS USED AS
90' BEND
90'BEND
L
L VALVE
OFFSET
L
L
1
DEAD END VERTICAL END HYDRANT
MECHANICAL MNT RESMAINT NO
NO
1. THE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING THE
REQUIRED LENGTH To BE RESTRAINED BASED UPON THE PROJECT
AREA SOIL TYPE, PROPOSED TRENCH COND177ONS AND DIEPTH,
F TWO (2). A
PRESSURE OF 150 Pg. AND A SAFETY FACTOR 0
DRAWING OF EVERY TYPICAL FITTING ASSEMBLY WITHIN THE
PROJECT SHALL BE SUBMITTED P41CH REFLECTS THE RESTRAINT
DETAIL PROPOSED FOR USE, INCLUDING LEN07H OF PIPE RESTRAINT.
2. REQUIRED RESTRAINED LENGTH CALCULA77ONS SHALL A L SO CON-
SIDER THE COND177ONS OF OTHER BENDS OR FITTINGS THAT WILL
BE LOCATED WITHIN THE CALCULATED RESTRAINED LENGTH W OF
THE BEND OR nT77NG IN oursnom
3. EVERY JOINT OR FITTING MUST BE RESTRAINED ON 8004 SIDES OF
THE SEND AND FOR TEES ALONG THE SEND ALSO.
MECHANICAL JOINT DETAILS
LETTERING 'WATER" OR "SEWER' ON COVER
CONC. PAD 24' SQ. x 4"
THICK IN UNPAVED AREAS�
W12- 13 RE -BAR
lZ777 \
RE -BAR
ADJUSTABLE
VALVE BOX & RISER
(IF NECESSARY)
STABLE RE-BARJ
VE BOX & RISER
NErE
L VE
SS y:
GA TE VALVE
INSTALL R.P.M. ON VALVE BOX
LID & 0 E.O.P.
FINISHED ORADE
VALVE OpE#ATOR SHALL
BE NO LONPER THAN
24" EXTENSION
a
�THHAI MAGNETIC WIRE
MECHANICAL JOINT
RESTRAINTS (TYP.)
NOTE:
BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER VALVES
AND GREEN RPM FOR WASTEWATER VALVES TO BE INSTALLED ON
VALVE BOX COVER AND AT PAVEMENT EDGE.
TYPICAL GATE VALVE & BOX DETAIL
N. I. S.
GATE VALVE DETAIL
2x2'xl2" SLAB
POURED TO GRADE
IN UNPAVED AREAS
6�-45* P. V. C.
8'x6�-45* P. V. C.
CLEANOUT FRAME &
COVER U.S. FOUNDRY 32-C
OR APPROVED EQUAL
6" P. V. C.
PLUG
CLEANOUT DETAIL
TO PUT CON77NUOUS TRACE
WIRE UNDER BOLT, FIRST
LOOSEN BOLT, THEN STRIP
3- MIN., WRAP ONCE AROUND
BOLT, I TIMST, 2 WRAPS.
'DO NOT CUT
TIGHTEN BOLT AFTER
WRAPPING TRACE WIRE
AROUND THE BOLT
FINISH GRADE
PUT WIRE UNDER BOLT
(SEE DETAIL ABOVE)
CON71NUOUS 112 THHN
MULTI STRAND
TRACE WIRE
HALF HITCH HALF HITCH ON
BEHIND EACH EACH SIDE OF
BELL ALL VALVES
E/P 4:FINISH GRADE
W.
METER
112 THHN MUL77 STRAND
- CONDUCTOR COPPER
TRACE WIRE
BRANCH SPLICE AT ALL TEES
FIRE HYDRANTS & SERVICE TAPS
HALF HITCH AT ALL SERVICE TAPS
& EACH END OF ALL nT77NGS
1, TRACE WIRE IS REQUIRED ON ALL PIPE AS N07ED BY U77UI?ES ENGINEER,
AND SHOWN IN STANDARD DETAILS
2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE.
3. CONTRACTOR IS RESPONSIBLE FOR CONTINUITY Or ALL MACE WIRE.
TRACE M
IN. I. S.)
TRACE WIRE DETAIL
FIELD BK. /PG.
FINISHED
MAXIMUM TRENCH NOW
GRADE
4
2 x PIPE DEPTH + W
zr
C PA C
PLACE AND COMPACT
PLACE AND
CA 70 N
PER SPEOFICA 77ON
PER SPECin
W
w
zs
c
PIPE 0 D + 24 IN
PIPE O.D. + 24 IN.
WIDTH
WIDTH
:-.E
tl
MAX
MAX .
uc
MAX
MA X
M AX
INVERT
iv
'IPE .0 D
112 PIPE
C
HAND PLACED LOWER QUADRANT TO BE
LOW
SaELECT MATERIA
I MATERIA SHAPED TO RECEIVE PIPE
BELL AND BARREL
NOTES:
1. THE CONTRACTOR SHALL COMPLY NTH REQUIREMENTS
OF THE FLORIDA TRENCH SAFETY ACT.
I IN171AL BACKnLL SHALL BE HAND PLACED TO 12' ABOVE
THE PIPE. BACKFILL SHALL BE MECHANICALLY TAMPED
TO A MINIMUM OF IOOX OF MAX DENSITY AS DETERMINED
BY AASHTO METHOD T-99.
TRENCH DETAIL
PLUG (SEE NOTE 1) PL
MAIN OR LATERAL WYE
iE
Q41
z Q E�
fSEE N TE
SEE N07E 21 SEE NOTE
SEE NO TE 2
NO TES:
1. BALL TYPE WASTEWATER LOCATOR BY 3M CORP. OR APPROVED EQUAL
Z MINIMUM SLOPE OF 1/8" PER FOOT, USE GREATER SLOPE WHERE POSSIBLE
3. SERVICE LATERAL SHALL TERMINATE IWT?i A CLEANOUT.
GRAVITY SEWER LATERAL DETAIL
CULPEPPER &
CTen, mm
TERPENING, INC.
TEE FOR TESTING
WATER ME TER
2' LOCKING
METER FLANGE
CURB STIO
90' ELBOW
BY -PA
I MAT nP IlTll 177FCZ
PLAN
BALL VALVE
BACKFLOW
PREVENTER
PROFILE
12' SPOOL
90' ELBOW
-PASS
MIN. BY
y
MA Mj
� FWISHM GRADE
2" COPPER -1
SERVlCE` PIPE
NOTE.*
1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE
COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN 18* AROUND
METER & BLACKFLOW NO SOLDER JOINTS.
WATER ME7FRIBACKIFLOW PREVENTER ASSEMBL
DOMESPC SERVICE (METER SIZE 1 112" & 2"2
(N. T. S.)
BACKELOW PREVENTION ASSEMBLY
CONSULTING ENGINEERS
&
LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
(772) 464-3537
nNISHED GWE
2!1, 11V11
-DUCTILE [RON
PRESSURE PIPE
D 3/4-0 MIN. TIE RODS
ALL THREA
TWO PER JOINT (MIN.) OR
PIPE & GREATER (TYPICAL)
FOUR PER JOINT FOR 12"0
SEE NOTE #4 FOR
ACCEPTABLE DEFLECTION
SLOPE UP TO
MINIMUM COVER
FITTING TYPE
L
PIPE
> JOINTS (TYP.)
22.5- (PREFERRED)
OR 45- SENDS (TYPICAL)
PIPE
:R A FULL LENGTH OF
LE IRON PIPE AT POINT
PROVIDE RESTRAJNT U U
DEVICE 2 Joir D.I.P. REQUIRED IF LESS
EACH SIDE 0 THAN 18* SEPARATION
CONFLICT (TYP . ) I MINIMUM SEPARATION IS 6"
NOTES- DEFLECTION TYPE
1. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE
PIPE TO CROSS ABOVE CONFLICT PIPE WITH 6' VERTICAL SEPARATION AND MAINTAIN 36"
COVER TO FINISHED GRADE, OR WHERE SPECIFIED IN THE CONSTRUCTION DRAWINGS.
2. ALL FITTINGS SHALL BE RESTRAINED As SPECIFIED WITHIN THE CONTRACT DOCUMENTS.
3. THE DEFLECTION TYPE CROSSING IS PREFERRED.
4. DO NOT EXCEED 3' MAX. JOINT DEFLECTION PER PIPE LENGTH OR THE MAXIMUM DEFLECTION
ALLOWED BY THE PIPE MANUFACTURE. WHICHEVER IS LESS.
5. PAINT ALL TIE RODS. BOLTS & NUTS WITH KOPPERS 300-M OR APPROVED EQUAL.
LET DRY BEFORE BACKFILUNG.
PRESSURE PIPE CONFLICT DETAIL
FINISH GR14DE
SEE NOTE NO. 5
NO
1. IN CERTAIN SOIL COND17IONS A FOUNDA71ON MAY BE
REQUIRED.
z BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH
BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A
UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE
PIPE.
3. HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE
SPRINGLINE OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED
UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE
SIDE SUPPORT
IN117AL BACKRILL MATERIAL SHALL BE HAND PLACED TO 12'
4.
ABOVE THE TOP OF PIPE THE SOIL SHALL BE COMPACTED.
5. 9, TO A POINT 0' BELOW PROPOSED
AS PER AASHTO T
PROFILE GRADE OR EXIS77NG GRADE. THE FINAL 30" OF
BACKnLL SHALL BE COMPACTED TO 98% OF MAX. DENSITY AS
PER AASHTO T-180.
6. DENSITY ?EST SHALL BE PREFORMED AT AREAS DETERMINED BY
THE UTILITIES ENGINEER OR PERMIT AGENCY HAWNG JURISDICTION,
AT THE CONTRACTORS EXPENSE
BACKFILLING REQUIREMENTS
R
E
V I
S
1 0
N
S
BY
DAM
REVISED PER FPUA
CSM
6/15/02
—
—
BY
DAM
DESIGNED
DLP
5/24/02
CALCS.
DRAWN
CSM
6/2/02
DETAILED
CHECKED
RML
6/17/02
APPROVED
10'-0" 1 10�0"
MAIN
*DUCTILE IRON PIPE
18" MIN. AS NECESSARY
SEWER MAIN-
NO
WATER MAIN CROSSING EXISTING FORCE MAIN SHALL BE LAID TO PROVIDE A MINIMUM
WR77CAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE
AND THE CROWN OF THE' LOWER PIPE MUST BE USED TO PROVIDE A MINIMUM
SEPERA77ON OF 10 FEET BETWEEN ANY TWO JOINTS. ALL CROSSINGS SHALL BE
ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE
EQUAL DISTANCE FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).
IN ALL CASES A MINIMUM OF 18 INCHES VER77CAL SEPERA77ON SHALL BE REQUIRED.
UTILITY CROSSING DETAIL
FIRE HYDRANT
GATE
VAL VE
2 112- P. V. C. SCH. 80 CAP W1 314 -
OUTLET OR APPROVED EQUAL
314- P.VC. SCH. 40
nn,.--,R COPPER
BATERIOLOGICAL SAMPLING POINT 0 FIRE HYDRAN
(N.TS)
PROPOSED FINISHED GRADE
2'x 4' TEMPORARY MARKER
(PAINTED BLUE)
LOCKABLE CURB STOP
NOTE.
AFTER TESTING REMOVE I" P.E.
LINE AND CAP NTH BRASS
PLUG AT CORPORA71ON STOP.
CORPORA77ON STOP
FORD FI 102 OR
STAINLESS STEEL DOUBLE
EXISTING STRAP SERVICE SADDLE
WATER MAW NTH I.P.T
DOMES77C SERWCE (METER SIZE 1 112" & 2")
(N.TS.)
BACTERIOLOGICAL SAMPLING POINT
EAST FLORIDA PRIMITIVE BAPTIST
ASSOCIATION OF FLORIDA EXPANSION
WATER & SEWER DETAILS
�7
DATE: 6/2/02
HORIZ. SCALE: NONE
VERT. SCALE: NONE
JOB No.02-080
SHEET 7 OF 8
1. GENERAL
4. PAVING IMPROVEMENTS
6. THE MIRK
*FOR ON -SITE UTILITY RELOCA77ON USE FOR FPUA STANDARDS
Z FORT PIERCE U71LI71ES AUTHORITY WASTEWATER CONSTRUCTION N07ES
*FOR ON -SITE U71LITY RELOCA71ON USE FOR FPUA STANDARDS
B. FORT PIERCE UlIU77ES AUTHORITY WATER DISTRIBUTION NOTES
A. MOBILIZATION. MOBILIZA77ON SHALL MEET THE REQUIREMENTS OF FDOT
SECT70N 101. THIS WORK SHALL INCLUDE. BUT IS NOT LIMITED TO, OPERATIONS
NECESSARY FOR THE MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES, AND
INCIDENTALS TO THE PROJECT SITE, AND FOR THE ESTABLISHMENT OF TEMPORARY
OFFICES, BUILDINGS, SAFETY EQUIPMENT AND FIRST AID SUPPLIES SANITARY AND
07HER FACILITIES, AS REQUIRED BY STATE AND LOCAL LAWS AND REGULATIONS.
THE COSTS OF BONDS AND ANY REQUIRED INSURANCE, AND ANY OTHER
PRECONSTRUCTION EXPENSE NECESSARY FOR THE START OF WORK, EXCLUDING THE
COST OF CONSTRUC71ON MATERIALS, SHALL ALSO BE INCLUDED IN THIS SECTION.
THIS SECT70N ALSO INCLUDES ANY AND ALL WORK RELATED TO THE FINAL CLEANUP.
B. CONSTRUCTION SURVEYING., THE OWNER SHALL PROVIDE HORIZONTAL CONTROL
CONSIS77NG OF PROPERTY CORNERS. THE OWNER SHALL ALSO PROVIDE (2)
BENCHMARKS ON THE PROPERTY THIS CONTROL SHALL BE PROVIDED ONE 77ME
ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ALL OTHER CONSTRUC71ON SURVEYING.
THE CONTRACTOR IS RESPONSIBLE TO PROTECT THESE REFERENCE POINTS AND THE
CONSTRUCTION STAKING THROUGHOUT THE JOB. THE CONTRACTOR SHALL BEAR THE
COST OF ANY NECESSARY RESTAKING.
C. SOIL TESTING. SOIL TESTING SHALL BE PERFORMED BY A CER77FIED 7ES77NG
LABORATORY.
I EAR7HKWK AND GRADING
ALL PAVED AREAS SHALL MEET THE REQUIREMENTS OF AASHTO SPECIFICATIONS,
FDOT AND ST. LUCIE COUNTY ENGINEERING DEPT. AND SHALL BE CONSTRUCTED TO
THE TYPICAL SECTIONS AS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL RETAIN THE SERWCES OF AN INDEPENDENT TESTING LABORATORY
TO CONDUCT ALL REQUIRED TESTING AND RETESTING TO COMPLY K1774 THESE
SPECIFICATIONS. THE OWNER SHALL BEAR THE COST OF INITIAL TESTING AND THE
CONTRACTOR SHALL CORRECT ANY DEFICIENT WORK AT HIS OWN EXPENSE.
A. ASPHAL77C CONCRETE. ASPHALTIC CONCRETE MATERIALS AND CONSTRUCTION
METHODS SHALL MEET THE REQUIREMENTS OF FOOT SEC71ONS 300, 320, 330 AND
331 AND SHALL BE TYPE S. PRIME COATS SHALL MEET THE REQUIREMENTS OF
FOOT SECTIONS 300-1 THROUGH JOO-7 AND SHALL HAVE AN APPLICATION RATE OF
0.10 GALLONS PER SQUARE YARD, UNLESS A VARIATION RATE IS APPROVED BY THE
ENGINEER. ASPHALT SHALL BE PLACED IN TWO (2) LIFTS MqERE REQUIRED.
B. BASE. THE BASE COURSE SHALL BE 8 INCHES OF COMPACTED LIMEROCK OR
EQUIVALENT AS SHOWN ON THE TYPICAL SEC77ONS ON THE PLANS. THE BASE SHALL
BE COMPACTED TO 98 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY
AASHTO T-180.
C SUBGRADE THE SUBGRADE SHALL BE 12 INCHES THICK OR EQUIVALENT AS SHOWN
ON THE TYPICAL SECTIONS ON THE PLANS, AND SHALL EXTEND 6" BEYOND THE
EDGE OF THE BASE COURSE WITHIN THE LIMITS SHOWN ON THE PLANS.
SUBGRADE SHALL BE COMPACTED TO 98 PERCENT OF THE MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-180. IF NORMAL COMPAC77ON METHODS DO NOT
MEET THE REQUIRED DENSITIES, THE SUBGRADE SHALL BE STABILIZED AS DIRECTED
BY THE ENGINEER.
MATERIALS AND CONSTRUCTION METHODS FOR EARTHWORK, EXCAVATION, EMBANKMENT D. TYPE 70" CURB. CONCRETE TYPE "D" CURB SHALL MEET THE REQUIREMENTS OF
AND GRADING SHALL MEET THE REQUIREMENTS OF FDOT SEC77ON 12o, THE PROJECT FDOT SEC77ON 520 AND SHALL BE CONSTRUCTED TO THE TYPICAL SEC77ON AS
SPECIFICA77ONS AND SHALL BE PERFORMED TO ACQUIRE FINAL GRADES, ELEVATIONS AND SHOWN ON THE PLANS.
TYPICAL SECTIONS AS SHOWN ON THE PLANS FOR THE PROPOSED WORK.
A. CLEARING AND GRUBBING. CLEARING AND GRUBBING SHALL MEET THE
REQUIREMENTS OF FOOT SECT70N 110 AND SHALL BE PERFORMED WITHIN THE
LIMITS OF THE PROJECT WORK. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED
TO, THE REMOVAL OF EXIS77NG TREES, BRUSH STUMPS, ROOTS AND OTHER
OBJEC77ONABLE MATERIAL TO A DEPTH OF 18 INCHES BELOW THE NATURAL
GROUND OR DESIGN GRADE, WHICHEVER IS LOWER. THE AREAS TO BE CLEARED
AND GRUBBED GENERALLY CONSIST OF RIGHTS -OF -WAY, UTILITY EASEMENTS�
WATER MANAGEMENT TRACTS, AND PORTIONS OF THE LOTS AS DETAILED ON THE
PLANS. THE CONTRACTOR SHALL CONFIRM KITH THE OWNER THE REMOVAL OF
ANY TREES ON THE LOTS FOR POSSIBLE PRESERVATION. ALL MATERIAL SHALL BE
REMOVED FROM THE SITE OF THE PROJECT AND SHALL BE DISPOSED OF IN
ACCORDANCE WITH LOCAL, REGIONAL, STATE AND FEDERAL LAn REGULATIONS
AND ORDINANCES.
B. ROUGH GRADE: THE CONTRACTOR SHALL GRADE THE PROJECT SITE TO MEET THE
REQUIREMENTS OF FDOT SECTIONS 110 AND 120 AND SHALL CONFORM TO THE
LINES, GRADES, AND TYPICAL SEC77ONS AS SHOWN ON THE PLANS.
C. FINE GRADE: THE CONTRACTOR SHALL FINE GRADE THE PAVEMENT AREAS TO
MEET THE REQUIREMENTS OF FOOT SECT70NS 110 AND 120 AND SHALL
CONFORM TO THE LINES, GRADES AND TYPICAL SECTIONS AS SHOWN ON THE
PLANS.
D. SOD. SOD SHALL MEET THE REQUIREMENTS OF FDOT SECTION 570,
575, AND 981 AND SHALL BE PLACED ADJACENT TO THE CURBING FOR A
MINIMUM V40TH OF 24 INCHES. FINAL GRADE SHOWN ON PLANS SHALL REFLECT
FINISHED SOD GRADE.
E. SEED AND MULCH. SEED AND MULCH SHALL MEET THE REQUIREMENTS
OF FOOT SECTIONS 570, 575, AND 981 AND SHALL BE PLACED IN THE
RIGHTS -OF -WAY AND ALL DISTURBED AREAS.
3 DRAINAGE' IMPROVEMENTS
MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILLING OPERA77ONS FOR
DRAINAGE IMPROVEMENTS SHALL MEET THE REQUIREMENTS OF FDOT SEC77ONS 125
AND 430. PIPE SHALL BE LAID IN TRUE ALIGNMENT IN A PIPE TRENCH W-TH AN
ADEQUATE SUPPOR17NG VALUE AND "BEDDEDO TO THE DETAIL SHOW IN THE PLANS
AND FOOT SECT70N 430. ALL BACKFILL SHALL BE COMPACTED TO A MINIMUM
DENSITY OF 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO
T-180, UNLESS OTHERKISE SHOWN ON THE PLANS.
THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR TO COMPLETE THE WORK FOR
DRAINAGE IMPROVEMENTS AT THE LOCATIONS, SIZES, AND TYPES SHOWN ON THE
PLANS FOR THE FOLLOWING ITEMS:
A. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL MEET
THE REQUIREMENTS OF CLASS N OF ASTlvf C-76, WALL THICKNESS 78',
LATEST REVISION, AS MODIFIED BY FDOT SECT70N 941. GASKETS FOR PIPE
JOINTS SHALL BE ROUND RUBBER GASKETS AND SHALL MEET THE REQUIREMENTS OF
FOOT SECTION 942.
B. CORRUGATED METAL PIPE. CORRUGATED METAL PIPE SHALL MEET THE
REQUIREMENTS OF A.A.S.H.T.O. M-36 AND F.D.O.T. SECTION 943 AND SHALL BE
CONSTRUCTED AS SHOWN ON THE PLANS.
C. CORRUGATED ALUMINUM PIPE. CORRUGATED ALUMINUM -ALLOY PIPE S14ALL MEET 714E
REQUIREMENTS OF A.A.S.H.T.O. M-196 AND F.D.O.T. SEC77ON 945 AND SHALL BE
CONSTRUCTED AS SHOWN ON THE PLANS.
D. POLYVWY CHLORIDE (PVC) PIPE. PVC PIPE SHALL MEET THE REQUIREMENTS
OF F.D.O.T. SECTION 948 AND A.S. T.M. F-794, LATEST REVISION, AND SHALL BE
CONSTRUCTED AS SHOWN ON THE PLANS.
E CONCRETE COLLAR. CONCRETE COLLARS SHALL MEET THE REQUIREMENTS OF
FO.O.T STANDARD INDEX NO. 280 AND SHALL BE CONSTRUCTED To THE DETAIL
SHOWN ON THE PLANS.
F. TYPE 'C" INLET. PRECAST CONCRETE CATCH BASINS SHALL MEET THE REQUIREMENTS
OF ASTM C-478 AND 64T FDOT SEC77ON 425. CATCH BASINS SHALL BE CLASS I
CONCRETE AND SHALL BE CONSTRUCTED TO THE DETAIL AS SHOWN ON THE PLANS.
VALLEY GUTTER GRATES SHALL MEET THE REQUIREMENTS OF ASTM A-123,
G. STORM MANHOLE AND CONTROL STRUCTURES. STORM MANHOLES SHALL MEET THE
REQUIREMENTS OF ASTM C-478 AND 64T FDOT SECTION 425. STORM
MANHOLES SHALL BE CLASS I CONCRETE AND SHALL BE CONSTRUCTED TO THE DETAIL
AS SHOWN ON THE PLANS.
H. HIGH DENSITY POLYETHYLENE (H.D.P.E.) PIPE. H.D.P.E. PIPE SHALL MEET THE
REQUIREMENTS OF F.D.O.T. AND A.S.T.M., LATEST REVISION, AND SHALt BE AIR
CHAMBER CONSTRUCTION. H.D.P.E. SHALL BE CONSTRUCTED AS SHOWN ON PLANS.
E. TYPE "r CURB. CONCRETE TYPE "F" CURB SHALL MEET THE REQUIREMENTS OF
FOOT SEC77ON 520 AND SHALL BE CONSTRUCTED TO THE TYPICAL SECT70N AS
SHOWN ON THE PLANS.
F. CONCRETE SIDEWALK. CONCRETE' SIDEWALK SHALL MEET THE
REQUIREMENTS OF FDOT SEC77ON 522 AND SHALL BE CONSTRUCTED TO THE
TYPICAL SECTION SHOWN ON THE PLANS.
G. PAINTED TRAFFIC STRIPING: PAINTED TRAFFIC STRIPES SHALL MEET THE
REQUIREMENTS OF FDOT SEC77ON 710. 60 WIDE WHITE STRIPES SHALL BE
USED FOR THE CENTERLWE AND EDGE -OF -PAVEMENT
H. STOP SIGN AND BAR. STOP SIGNS AND BARS SHALL MEET THE REQUIREMENTS OF
FOOT SEC77ON 700 AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
AND SHALL BE CONSTRUCTED IN THE LOCA77ONS AS SHOWN ON THE PLANS.
J. PORTLAND CEMENT CONCRETE.* PORTLAND CEMENT CONCRETE MATERIALS AND
CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS OF F.D.O.T. SECTIONS
345, 350 AND 356. CONCRETE SHALL BE 3,000 PSI.
5. STANDARD SEPARA77ON STATEMENT FOR WATERISE*ER CONFLICTS
1. SANITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD
CROSS UNDER WATER MAINS WHENEVER POSSIBLE, SANITARY
SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER
MAINS SHALL BE LAID TO PROVIDE A MINIMUM VER77CAL DISTANCE
OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
VJE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE.
AHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST
CROSS A WATER MAIN LESS THAN 18 INCHES VER77CAL DISTANCE,
BJTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF
VVCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT
RtQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP
MUST BE USED TO PROWDE A MINIMUM SEPARA77ON OF 10 FEET
07TWEEN TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN
20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED.
A MINIMUM VERTICAL CLEARENCE OF 6 INCHES MUST BE MAINT-
AINED AT ALL CROSSINGS.
.ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE
,)DINTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM
THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).
WHERE A NEW PIPE CONFLICTS KITH AN EXISTING PIPE WITH LESS
THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE
CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES
SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS
ABOVE.
2. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAWT
AINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN
PARALLEL INSTALLA77ONS WHENEVER POSSIBLE.
IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT
HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A
SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED
ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN
ELEVATION THAT 714E BOTTOM OF THE WATER MAIN IS AT LEAST
18 INCHES ABOVE THE TOP OF THE SEWER.
WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE
OF 18 INCHES IN PARALLEL INSTALLARONS, THE WATER MAIN
314ALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE
MAW SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWER)
MTH A A41NIMUM VER71CAL DISTANCE OF 6 INCHES. THE WATER
MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE
WATER MAW SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM
JOINTS ON 774E SEWER OR FORCE MAIN (STAGGERED JOINTS)
3. ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTEC77VE
MEASURES AGAINST CORROSION SHALL BE USED AS DETERA41NED
BY THE DESIGN ENGINEER.
COMPUTER
FILE REF. FIELD BK./PG.
02-080spec.dwg
EXIS77NG UTILITIES AND STRUCTURES.,
EXIS77NG UTILITIES, STRUCTURES AND FACILITIES SHOWN ON THE DRAKINGS WERE
LOCATED AS ACCURATELY AS POSSIBLE FROM THE RECORDS EXAMINED. NO GUARANTEE
IS MADE THAT ALL EXIS77NG FACILITIES ARE SHOWN OR THAT THOSE SHOWNI ARE EN77RELY
ACCURATE. THE CONTRACTOR SHALL ASSURE HIMSELF OF THE ACTUAL LOCA77ON OF THE
UTILITIES, STRUCTURES, OR FACIL177ES PRIOR TO PERFORMANCE OF ANY WORK IN THE
VICINITY. THE U77LITY COMPANIES OR UTILITY AGENCIES WILL CO-OPERATE WITH THE
CONTRACTOR'S OPERATIONS. PRIOR TO START OF THE WORK, THE CONTRACTOR SHALL
REQUEST EACH UTILITY AGENCY TO ADVISE HIM OF THE LOCAT70M OF THEIR FACILITIES IN
THE VICINITY. THE OWNER WfLL ASSUME NO LIABILITY FOR DAMAGES SUSTAINED OR
COST INCURRED BECAUSE OF THE CONTRACTOR'S OPERATION IN THE VICINITY OF EXIS77NG
UTIL171ES OR STRUCTURES, OR TO THE TEMPORARY BRACING AND SHORING OF SAME. IN
THE EVENT THAT IT IS NECESSARY TO SHORE, BRAVE, OR SWWG A UTILITY� THE U77LITY
COMPANY OR DEPARTMENT AFFECTED SHOULD BE CONTACTED AND THEIR PERMISSION
SECURED AS TO THE METHOD USED FOR ANY SUCH WORK.
RESTORAT70N OR DAMAGED STRUCTURES OR UTILITIES.
IT SHALL BE THE RESPONSIBIL17-Y OF THE CONTRACTOR TO REPAIR, REBUILD OR RESTORE To
ITS FORMER CONDITION, ANY AND ALL POR71ONS OF EXISTING UTILITIES, STRUCTURES,
EQUIPMENT, APPURTENANCES OR FACILITIES, OTHER THAN THOSE TO BE PAID FOR UNDER
THIS CONTRACT, W41CH MAY BE DIS71JRBED OR DAMAGED DUE TO THIS CONSTRUC77ON
OPERATION, AT NO COST TO THE OWNER.
FINAL CLEANUP
UPON COMPLETION OF THE WORK, BUT BEFORE FINAL PAYMENT KILL BE MADE, THE
CONTRACTOR SHALL CLEAR AND REA40VE FROM THE PROJECT AREA, ALL FALSEWORK,
EQUIPMENT, SURPLUS AND DISCARDED MATERIALS, RUBBISH AND TEMPORARY
STRUCTURES WHICH RESULT FROM THE WORK UNDER THIS AGREEMENT, AND SHALL
RESTORE IN AN ACCEPTABLE MANNER, ALL PROPERTY MqICH HAS BEEN DAMAGED
DURING THE PROSECUTION OF THE WORK.
I RECORD INFORMATION.
�UPON COMPLE77ON OF 714E WORK, BUT PRIOR TO SUBA41TTAL OF THE REQUEST FOR FINAL
PAYMENT, THE CONTRACTOR SHALL OBTAIN AND SUBMIT RECORD INFORMATION TO THE
OWNER. THIS INFORMA77ON SHALL INCLUDE THE FOLLOWING.
1. WATER AND WASTEWATER SYSTEMS.
A. HORIZONTAL AND VER71CAL LOCATION AND SIZE OF ALL WATER MAINS,
METERS, SERVICES, VALVES, AND HYDRANTS;
B. HORIZONTAL AND VERTICAL LOCATION, SIZE AND TYPE OF ALL SANITARY
MANHOLES; SEWER MAIN DIAMETER, INVERTS AND LENGTHS, AND
SERVICES:
2. DRAINAGE SYSTEM.,
A. HIGH POINTS AND LOW POINTS OF SWALES,
B. LOCATIONS AND GRATE AND INVERT ELEVATIONS OF ALL STRUCTURES,
C. LOCATION, SIZE, TYPE, LENGTH AND INVERT OF ALL CULVERTS.
3. PAVING AND GRADING.
LOCAT70N AND ELEVAT70N OF HIGH AND LOW POINTS IN ROADWAY AND ANY
OTHER CHANGES IN GRADE
THE RECORD INFORMA71ON SHALL BE CERTIFIED BY A FLORIDA PROFESSIONAL LAND
SURVEYOR. LOCATIONS SHALL BE MADE BY REFERENCE TO CENTERLINE STAT70NING AND
OFFSET OR BY OTHER MEANS ACCEPTABLE TO THE OMER. ELEVATIONS SHALL BE
ACCORDING TO NA77ONAL GEODETIC VERTICAL DATUM (NGVD). THE INFORMAT70N
SHALL BE SUBMITTED ON A CLEAN SET OF CONSTRUCTION DRAWNGS MqICH CAN BE
OBTAINED FROM THE ENGINEER
GUARANTEE.,
ALL MATERIALS AND THE INSTALLATION THEREOF WHICH ARE FURNISHED AND INSTALLED BY
THE CONTRACTOR, UNDER THE TERMS OF THE AGREEMENT, SHALL BE GUARANTEED BY
THE CONTRACTOR AGAINST DEFECTIVE WORKMANSHIP, MECHANICAL AND PHYSICAL
DEFECTS� LEAKAGE, BREAKAGE, AND OTHER DAMAGES AND FAILURE UNDER NORMAL
OPERATION FOR A PERIOD OF ONE (1) YEAR FeOM THE DATE OF FINAL PAYMENT, SAID
DATE TO CONSTITUTE THE COMMENCEMENT 01- THE ONE (1) YEAR WARRANTY PERIOD.
ALL MATERIALS AND INSTALLA71ONS PROVING TO BE DEFECTIVE WITHIN THE SPECIFIED
PERIOD OF THE GUARANTY SHALL BE REPLACED, W774OUT COST TO THE OWNER, By 774E
MANUFACTURER OR THE CONTRACTOR. THE PERIOD OF GUARANTEE OF EACH SUCH
REPLACEMENT SHALL BE FROM AND AFTER THE DATE OF INSTALLATION THEREOF.
CONSULTING ENGINEERS
CT.LAND SURVEYORS
CULPEPPER & 2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
TERPENING,INC. (772) 464-3537
1. ALL CONSTRUCTION MATERIAL, INSTALLA71ON AND TESTING SHALL CONFORM TO THE STANDARD
SPECIFICAT70NS OF THE FORT PIERCE UTILITIES AUTHORITY.
Z GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SDR-35, GREEN OR WHITE IN COLOR,
GRAVITY SEWER MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE WITH 'SEWER' MARKED ON TAPE
AND SHALL CONFORM TO ASTM D-30J4.
3- THE MANHOLE BASE SHALL BE SET ON A nRM, DRY AND STABLE OR
COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL U77LIZE ROCK TO PROVIDE
A FIRM AND SUITABLE MANHOLE BASE FOUNDATION.
4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WTH FPUA DESIGN
AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS
REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED
AREAS FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPAC77ON REQUIRE-
MENT5 SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE
AGENCY.
5. A IX MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS.
6. THE CONTRACTOR SHALL FURNISH RECORD DRAWNG INFORMAT70N To THE ENGINEER CONSIS17ING
OF PIPE SIZES, LOCAT70N OF SERVICE TEE WYES, DIAMETER OF SERVICES, LOCA77ON OF
ANY FITTINGS, FINAL RIM AND INVERT ELEVA77ON OF ALL MANHOLES AND ANY OTHER PER77NENT
INFORMAT70N NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT.
7 MAINTAIN 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM.
8. WASTEWATER FORCE MAINS, WASTEWATER COLLECT70N LINES, AND STORM SEWERS SHOULD CROSS
UNDER WATER MAINS WHENEVER POSSIBLE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN
THE INVERT OF THE UPPER PIPE AND THE CROWN OF T74E LOWER PIPE SHALL BE PROVIDED WHENEVER
POSSIBLE WHERE THIS MINIMUM SEPARA71ON CANNOT BE MAINTAINED, THE CROSSING SHALL BE
ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE
FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE
(DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM
SEPARAT70N OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET
OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES
MUST BE MAINTAINED AT ALL CROSSINGS.
9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUAICITY
COUNTY�DOT SHALL BE MANDATORY PRIOR TO 774E COMMENCEMENT OF CONSTRUCTION.
10. NO FIELD CHANGES OR DEWAT70NS FORM THE DESIGN SHALL BE MADE WTHOUT PRIOR APPROVAL
FPUA/CITy/COUNTy/F9OT ENGINEER,
11. TRAFFIC CONTROL, BARRICADES, ETC. SHALL BE IN ACCORDANCE KITH THE FLORIDA DEPARTMENT
OF 7RANSPORTA77ON STANDARDS.
12 CONTRACTOR SHALL N07IFY FORT PIERCE U77LI71ES AUTHORITY 48 HOURS PRIOR TO
COMMMENCING CONSTRUCTION.
13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900,
AND SHALL BE CLASS 150, DR-18.
14. WAST17WATER FORCE MAIN SHALL BE GREEN IN COLOR OR WHITE IN COLOR. WASTEWATER
FORCE MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE WITH �SEWER" MARKED ON TAPE.
OF THE PIPE.
15. FIT77NGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110
AND ANSI A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED.
16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 12 GAUGE THHIV
KIRE (GREEN IN COLO�) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WTH LOCATOR
TAPE MARKED "SEWER ON TAPE IN ACCORDANCE WITH FPUA SPECInCAT7ONS.
17 MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL
REQUIRE PRIOR APPROVAL OF THE UT7LITES ENGINEER AND SHALL BE CONSTRUCTED OF DUC77LE
IRON PIPE.
18. EACH SERVICE LATERAL MLL BE MARKED KITH A LOCATOR BALL AS MANUFACTURED BY
3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER.
19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER.
20. THE CONTRACTOR SHALL COMPLY MT74 THE F7 ORIDA TRENCH SAFETY ACT REQUIREMENTS.
21. TAppjWG SLEEVE SHALL BE SPLIT -TYPE STAINLESS STEEL WITH FLANGED OUTLET FOR CONNECT70N
To TAPPING VALVE. TAPPING VALVE SHALL BE EPDXY COATED FOR WASTEWATER APPLICATION.
22. HIGH DENSITY POLYETHYLENE (HOPE) PRESSURE PIPE FOR THE CONSTRUCTION OF THE FORCE MAIN
BY DIREC77ONAL BORING SHALL BE PE 3408 (DR-9) CONSTRUCTED IN CONFORMANCE KITH A-TU DJOJ5.
SEC77ONS OF POLYETHYLENE PIPE SHOULD BE JOINED INTO CONTINUOUS LENGTHS ON THE 11108 SITE
ABOVE GROUND. THE JOINING METHOD SHALL BE THE BUTT FUSION METHOD AS OUTLINED IN ASTM
D2657 AND PERFORMED IN STRICT ACCORDANCE WTH THE PIPE MANUFACTURER'S RECOMMEUDATIONS.
A.) HICH DENSITY POLYETHYLENE (HOPE) PIPES11FITTINGS SHALL BE ALLOWED FOR USE AS
WATER, WASTEWATER, AND RECLAIMED WATER PRESSURE PIPE WHERE COMPA77BLE WTH THE
SPECIFIC COND17IONS OF THE PROJECT THE USE OF MATERIAL OTHER 774AN HOPE PIPE M,,�
BE REQUIRED By FPUA IF IT IS DETERMINED THAT HDPE PIPE IS UNSUITABLE FOR THE
PARTICULAR APPLICATION. ALL MATERIAL USED IN THE PRODUCTION OF WATER MAIN PIpINc
SHALL BE APPROVED BY THE NA77ONAL SANITATION FOUNDATION (NSF).
B.) ALL HDPE PIPE AND FITTINGS SHALL BE FROM A SINGLE MANUFACTURER, WHO IS FULLY
EXPERIENCED, REPUTABLE, AND QUALIFIED IN THE MANUFACTURE OF THE HDPE PIPE TO BE
FURNISHED. THE PIPE SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE 41TH
THE BCST PRACTICES AND METHODS AND SHALL COMPLY WTH THESE SPECIFICATIONS.
QUALIFIED MANUFACTURERS SHALL BE PLEXCO DIVISION OF CHEVRON CHEMICAL COMPANY,'
DRISCOPIPE AS MANUFACTURED BY PHILLIPS PRODUCTS Co., Inc., SCLAIRPIPE AS MANUFACTURED
By DUPONT OF CANADA OR EQUAL AS APPROVED BY THE ENGINEER.
C.) MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND FITTINGS SHALL BE
MADE f'ORM A PE 3408 HIGH DENSITY POLYETHYLENE RESIN COMPOUND MEE77NG CELL
CLASSIFICATION 345434C PER ASTM D3350, AND MEETING TYPE 1/1, CLASS C, CATEGORY 5,
GRADE P34 PER ASIM D1238.
D.) ALIL TRANSITION FROM HDPE PIPE TO DUC77LE IRON OR PVC SHALL BE MADE PER THE
APPROVAL OF FPUA ENGINEER AND PER THE HDPE PIPE MANUFACTURER'S RECOMMENDA71ONS
AND SPECInCATIONS. A MOLDED FLANGE CONNECTOR ADAPTOR KITHIN A CARBON STEEL
gACK-UP RING ASSEMBLY SHALL BE USED FOR PIPE TYPE TRANSITIONS DUC77LE IRON
BACK-UP RINGS SHALL MATE KITH CAST IRON FLANGES PER ANSI B16.1. A 316 STAINLESS
STEEL BACK-UP RING SHALL MATE NTH A 316 STAINLESS STEEL FLANGE PER ANSI 816.1.
- R
E
V
I S
1 0
N
S
BY
DATE
REVISED PER FPUA
CSM
6/26/02
BY
DATE
DESIGNED
DLP
5/24/02
CALCS.
DRAWN
CSM
6/3/02
DETAILED
CHECKED
RIVIL
6 17 02
APPROVED
I I
1. ALL CONSTRUCTION MATERIAL, INSTALLA77ON AND TESTING SHALL CONFORM TO THE STANDARD
SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY.
2 WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900
OR C-905, PRESSURE CLASS 150, DR (18).
3. WATER MAIN, WHERE SPECIFIED AS DUC77LE IRON PIPE , SHALL CONFORM TO ANSI A-21,51 OR
AWWA C-151, AND SHALL BE PRESSURE CLASS 250 (MINIMUM).
4. POLYVINYL CHLORIDE WATER MAIN SHALL BE SLUE IN COLOR OR WHITE IN COLOR. THE USE OF
IDEN71FICA77ON TAPE ATTACHED TO THE TOP OF T14E PIPE MAy BE USED IN LIEU OF MARKING ON
THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICA77ON TAPE AND 7HHN WIRE
5. FIT77NGS SHALL BE CAST OR DUC77LE IRON, CONFORMING TO AWWA C-110 AND ANSI
A21.11, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED.
6. GATE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN, CLOW, OR
APPROVED EQUAL. VALVES SHALL CONFORM TO AWWA C-509.
Z WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE KITH FPUA DESIGN AND
CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CER71FIED DENSITY TESTS AS
REQUIRED BY FPUA ENGINEERING AND THE CIty, COUNTY, FOOT IN CASES WHERE PAVED AREAS
FALL WITHIN THE JURISDIC71ON OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS
SHALL NOT BE LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY.
8. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL
OF THE FPUA ENGINEER AND CITY/COUNTY/FDOT ENGINEER.
9- THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITy/COUNTy/FDOT ENGINEERING 48
HOURS PRIOR TO COMMENCING CONSTRUCTION.
10. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, FPUA, AND CITY/
COUNTY/FDOT ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION.
11. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE KITH THE FLORIDA DEPARTMENT
OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER.
12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND
CITy/COUNTy/FDOT ENGINEER. PIPES K17H COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED
OF DUC71LE IRON OR IN PVC CASING.
13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING
AGENCY REQUIREMENTS.
14, EXIS77NG UTIL171ES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND
PROTECTED By THE CONTRACTOR.
15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE KITH THE APPLICABLE
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTEC77ON AND AWWA C-601 FOR DISINFECTION.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXIS77NG UTIL177ES AND DRAINAGE.
17 THE CONTRACTOR SHALL FURNISH RECORD DRA41NG INFORMA71ON TO THE ENGINEER INCLUDING
LOCA77ONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, EILOWOFFS, AIR RELEASE VALVES, AND
ANY OTHER PER77NENT INFORMA77ON NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS
PROJECT, AS REQUIRED BY THE UTIL177ES ENGINEER.
18- THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE
U77LITIES AUTHORITY ONLY AFTER 7ES77NG AND DISINFEC71ON HAS BEEN COMPLETED AND
APPROVED ON THE TAPPING VALVE AND SLEEVE.
19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 12 GAUGE THHN MUL71 STRANDED
WRE (BLUE IN COLOR) AND IDEN71FCATION TAPE WIN -WATER- MARKED ON TAPE, PERMANENTLY
ATTACHED TO THE TOP OF THE WATER MAIN IN ACCORDANCE K17H THE FORT PIERCE UPLITES
AUTHORITY SPECIFICATIONS.
20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS
SHOWN, FOR TESTING. FOLLOWNG 7ES77NG AND STERILIZATION OF WATER LINE. CONTRACTOR
SHALL PLACE A BRASS PLUG IN CORPORA77ON STOPS AND CURB STOPS SHALL BE REMOVED
FROM TESTING LOCATIONS.
21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDA77ONS AND FPUA REQUIREMENTS.
22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM TO
AWWA C-600.
L= sp(p) 1
133,200
L= LEAKAGE IN GPH
S= LENGTH OF PIPE IN FEET
D= PIPE DIAMETER IN INCHES
P= TESTING PRESSURE IN PSI
23. PRIOR TO ANY TESTING, ALL MAINS 6- IN DIA. AND LARGER SHALL HAVE A LINE SIZE SWAB
PASSED THRU THE ENTIRE LENGTH OF THE LINE. NOTE. SWAB SHOULD BE PLACED IN lst. JOINT
OF NEW LINE, END OF MAIN SHOULD BE "TURNED UP" AT 45% AND EXTENDED SO THA T SWABBING
AND A FULL BORE FLUS14 CAN BE ACCOMPLISHED. BLOW -OFF ASSY CAN THEN BE PLACED. K14ERE
LINES BRANCH, SWABS WILL BE PLACED IN BRANCH LINES AND SEQUEN77ALLY SWABBED AND
FLUSHED.
24. TEN FEET MINIMUM HORIZONTAL AND 18 INCHES MINIMUM VER71CAL SEPARATION SHALL BE
MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES. THE DISTANCE SHALL BE
MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE. WHERE THIS MINIMUM
SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE
WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT
OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT
THE CROSSING. SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROV10E A MINIMUM SEPARA77ON
OF YO FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF T14E
CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES
MUST BE MAINTAINED AT ALL CROSSINGS.
25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6
INCHES OF VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE
CROSSING, AND SHALL BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING.
26. CONTRACTOR SHALL COMPLY MTH FLORIDA TRENCH SAFETY ACT REQUIREMENTS.
EAST FLORIDA PRIMITIVE BAPTIST
ASSOCIATION OF FLORIDA EXPANSION
SPECIFICATIONS
DATE: 6/3/02
HORIZ. SCALE: N/A
VERT. SCALE: N/A
JOB No.02-080
SHEET 8 OF 8
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EXIST. DRY
DETENTION AREA
TO REMAIN
P POSED
EXISTING WATER
SWALE PROPOSED GRINDER SERVICE
PUMP STATION
EXIST. SEPTIC TANK
F-
L�-s
TO BE ABANDONED
-S
J
:1J
all DEW
20'OA.
SEPTIC DRAINFIELD
TO BE ABANDONED
EXISI
SANITA?kY 8EWFR rENCE
LIMITS Or CONSTRUCTION
PROPOSED TRANSFORMER
PROPOSED
WATER SERVICE �ill
300,
411111111
tow COVIEFED -
WALK
Ul
X
�2
EXISTING, I
ZONING: I 1-AND USE: RU LIGHT POLE EXIST. WATER SERVICE
FROF05ED WATER SERVICE PROPOSED FORCE MAIN
600"0215"W 1158.46' P�- -A A, 1^�
_X — — — — — —
tell DSH
EXIST, CONC, 3e, OA EXIST. 1-1/2 WATER METER
iR-I-Z 36; Dii"
- IT
DUMP5TER PAD
7 -T T\T,�\-�-, --1 TqT�, T- F
Ir
EXISTING 5OTTLE5RUSH
IL TREES TO REMAIN
4" CAL.
EXISTING PRoPosElD STA5ILiir=iD--. S'OA�
GRASS PARKING RELOCATED
IS, Dew EXISTING PINE TO REMAIN GRASS PARWK<111
351 TREES TO REMAIN
EEC EEC ELEC
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*�4 77
22
L +
Jti---
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X16T. A/C EXIST. CONCRETE
L IL 11
+
EXIST. Fl-�
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TO REMAIN
EXIST. EXIST. GREASE TRAP
LIGHTS 61, CAI-.
EXISTING P14— r a, OA
TREES
TO REMAIN
Existing
Sanctuary But&diing 1 EXISTING Bo-rTLE5RJ9I4 +
151696 SF I Tmm To BE REmovec, >
EXISTING OAK
TREE TO 15E
RELOCATED TO WEST
PROPERTY EU"R QV
ADJACENT TO
<
15UILDINS I L� :
0
HATCHED AREA
FT V1 7� I-
V RE FSENTS -r
1 11 4 to, 20' 0
L 'T LA $CAPE —
-*7
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ch
/8" CAL- -------- t t -------- ------------- -7 4Q
is, CA. _0
t2)EXISTING CARROTWOOD PROPOSED STABILIZED + >1 CC)
TREES TO REMI;AIN RELOCATED
PROPOSED DRAINAGE GRASS PAR<IWG
12' O.A. to' O.A.
------------ L -------- ------------ - --- -- ---- If ------
I ---- T-1 -r; 11�-
roe, �T ---- r ---- r --- r --- -11 -1- -7 T --- I
I I FT
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3" CAL4--
171�
1�- 1 11 OA
EXIST. DRAINAGE INFRASTRUCTURE EXIST. DRAINAGE
11 TO BE REMOVED TO REMAIN EXISTING (B)EXISTINO BOTTLEBRUSH
PROPOSED \—FAvED PARKING-� TREES TO BE REMOVED
COnRFD DROPOFF EXISTING ROYAL TO REMAIN
+
Buffaing POINCIANA ell CAL
TREE to REMAIN
I I I I I I I I I I I I I /--, a, O.A.
4,320 SF t
1 11 a I I I I I I I I I I i -
2 CAJ I I \ /I I I I I I I I I I I
20 O.A.
J - - - - - I - - - L - - -
L
If _J L +
6" CAL.\ ------------ 6" CAL
to, O.A. a, O.A.
S" CAL.
12 CAL 511 CAL. 10' O.A.
MYR 10' O.A. 12 F CA, to, O.A. EXIP
\---FA I! OTII�NG
EXISTING IAOTTL eEMA +
wl-d E5RUSH TREES TO REMAIN eEMA
to
CAL
12 0 ".1
141\
Proyosed EXIST. LIGHT\\
WU L L POLES (TYP.)
t -J --- I --- tal
Buicccing PROPOSED ---------------- If - --- I - -
\YARDPRAIN -------- \1---- X ------ V ----- 4 ------------ -------
4320SF 1411, ell CAL.
RELOCATED OAK TREE 5" CAI- & CAL- ro " CAL, 12' OA. 40'
10, 10' O.A. 10'OA. VO.A.
PENCE
--- — ------
ell DEW X
Z:
3) EXIST. FINE TREES
TO BE REMOVED, Ilo," DB�4
PINE TO BE MITIGATED
FOR (SEE LAND5CAPE DATA) GAS MAF�<ER
landsca-ev S 'fit"'Cat
Pec j tons
1. All tree and plant material to be Florida No. I or better, as classified In "Grades and Standards for Nursafy Plants", Part 1 and Pan 11, State of Florida, Dept. of Agricultural Tallahassee. AJI plants not listed In 'Grades and
Standards for Nursery Plants" shall conform to a Florida No. 1 as to: (i) health and vitality, (2) condition of foliage, (3) root system, (4) freedom from pest or mechanical damage, (5) heavily branched and densely foliated according to
the accepted normal shape of the species.
2. UndersIzIng or substitution of one species or cultIver for another species Is a breach of contract and will be "Rejected" at the time of final landscape Inspection.
3. Project Warranty: All plant material shall be warranted for a period of 6 months after date of substantial completion against defects. Including death and unsatisfactory growth, except for defects resulting from abuse or damage by
others or unusual phenomena or Incidents which are beyond the contractor's control.
4. Any and all conditions which the contractor fools will be detrimental to the success of the planting shall be brought to the owner or representative's attention. 9
5. The contractor shall verify the location of all utilities (including underground) prior to commencing work on any project area. Should any discrepancies occur, contact the Landscape Architect.
6 Mulch lantin areas with 3" Is r of Malaleuca Eucal tus or Enviromulch Cv-ress mulch Is not acceptable. Planting beds to receive mulch throughout entire bed area,
V 9 Y� I I ` P
7. All plants to be set to ultimate grade. No filling will be permitted around trunks or stems. Mulch to be kept a minimum of 2" away from trunks and stems.
8. Planting trees and shrubs: Excavate hole per planting detail, When plant Is set, place additional backfill consisting of a 50% mixture of Peat humus and natural soil around the base and sides of bell, and work each layerto settle
backfill and eliminate voids and air pockets. When excavation Is approximately 2/3 full, water thoroughly before placing remainder of backlill. Water again after placing final layer of backfill and before Installlng mulch.
9 Guy and stake trees in 3 directions with galvanized wire through flexible hose chafing guards with wooden stake anchors immediately after planting. (See Detail)
1�. Trees and shrubs shall be fertilized with a complete natural organic fertilizer with a ratio of a�proxlmately 3:1:2 or 3:1:3 (e.g. one labeled 12-4-8). Similar analysis such as 16-4-8 (4:1 :2) can also be used, Fertilizers that are slow
release, controlled release, sulpher coated or with nitrogen as IBDU or ureeformakehyde have extended release period. Thirty to fifty percent of the nitrogen should be water insoluble or slow release. N00*00'0011E 115-t.00'
Palms should receive a complete granular fertilizer formulated for palms ("Palm Special") at a rate of 6 to 8 lbs. par palm. 07W�YN�G: RS-4 LJLWD USE: RU
Agriform 20-10-5 twenty-one gram planting tablets may be substituted for granular fertilizer. If utilized, the following rates
shall be utIlIzed: Position plant In hole. Backfill halfway up the rootball. Place tablet(s) beside rootball about 1" from root
tlips. Do not place tablet(s) In bottom of hole.
1 Gallon I Tablet
3 Gallon 2 Tablets Ptant I i"s t
25 Gallon & B&B Trees 2 per 1" caliper
CA
EXIST. 4"
FORCE MAIN
*4-4
PROPOSED
FORCE MAIN
Lr)
4&
landsca le Detat"'i6s.
Tree PCantinq Detad
Not to ScaCe
Shrub & qr(
Not to ScaCe
Tiace rubber hose an aa�vy wires at air
yotnts; of contact with tree,
P&ce 3 galvanizedsteetguy wires spaced
at equard4tance arattndtree above the
first rateraffiranch. Attacrifrorescert
safetyflags a min, of 12` in rength. to each
guy wire.
Planting deyth shaffequat"deyth of root
6�Tyfw 6 "for se t tare. D fame ter of ko re
to be twice the size ofroot baff Plant toy
of root batrat same erevation asfinished
grade.
Remove burlap or steelcageftom to
.p 113
of root bair (Tf qpyricabre).
.Torm 6" continuas earthen rim around
ytanting hole.
Drive 2 " X 4 " x 24 " woodstakg a min. of 3
b4ywgrade.
Itackfitraroundroot baff according to
syecftattans.
Place root gairat bottom of hoile an 6"
rayer of comyacted-pranting soiC
3"Nutch (See Specftations)
Tfandrig depth shaffequatda
.pth of root
baX Diameter of holre to be twice the size
of root baff For root balls larger than 2'
in diameter, the hole shoufdbe 2'wider
than root bafran atrsides. Prant toy of
root batrat same stevation asfinished
grazie.
continuos earthen rim around
Form 3 "
MTr— yCanting hate.
21ackfiff aroundroot baffaccording to
syecifications.
P15ce root bairat bottom of undisturbed
subyradi ofyrantingyft.
)ver.DetaT
WIN! More Irl
Perimeter Landscaping Adjacent to R.O.W.
Rfiquired - (1 Tree130I.f.)-240 l.f./30=8 Trees
Provided - 8 Trees
Mitigation for Removed Pine Trees
3 Existing Slash Pines to be Removed, 8", 10" &
1611 = 16 Inches of Tree Credits Required
Tree Credits Provided - 17.5 Inches Credit Provided
(6 Proposed Oaks (3.5" Caliper) 4 at front of existing building and 1 at S.E.
Corner of Site)
eneraCXotes
1. All vegetation located by Culpepper and Terpening per St.
Lucie County Aerial Photograph. A field visit was conducted by
Conceptual Design Group, Inc. to determine variety, height,
caliper or DBH.
2. All disturbed areas to be resodded.
11. All planting areas and sodded areas to be Irrigated to provide 100% Irrigation coverage. Irrigation syst*m to be fully automatic, underground and Include a rain sensor. Shop drawings to be submitted by the Irrigation contractor SYM SPECIES COMUONNAME SIZE SPACING REMARKS
for approval prior to Installation.
12. Maintain trees, shrubs, and other plants by watering, cultivating, and weeding as required for healthy g(lowth. Restore planting saucers and mulch. Tighten and repair stake and guying and reset tress and shrubs to proper grade or QVl* QUERCUS VIRGINIANA LIVE OAK 14'x 6', 3.6'D8H A.S. FULL CANOPY, 6C.T. MIN.
vertical position as required. Spray as necessary to keep trees and shrubs free of insects and disease. Thal contractor shall begin maintenance Immediately after planting and shall continue maintenance through final acceptance and QV* QUERCUS VIRGINIANA LIVE OAK 12'x 5', 2.5'DBH A.S. FULL CANOPY, 6C.T. MIN.
warranty period. MYR* MYRICANTHES FRAGRANS SIMPSON STOPPER #3,2X2' 2'O.C. FULL & THICK
13. Prune trees and shrubs only to remove damaged branches.
14. Planting "was: Provide clean, strongly rooted, uniformly sized strips of Stenotephrom secundat4s Florlitsm (unless otherwise noted), machine stripped not more than 24 hours priorto laying, Grade and roll prepared lawn SOD PASPALUM NOTATUM BAHASOD Sf E SPECS Can
surface. Water thoroughly but not to create muddy soll conditions. Lay sod strips with tight joints, roll or tarnila lightly, and water thoroughly. FLORIDA NATIVE Ar
15. Maintain positive drainage, no plantIng is to block drainage.
lalndscape
North
Scale: 7 " = 30'
6varplual
S1 I
Arcup, Int
209 W&V 7h Ird Sircel
SIUM. RM414 34994
C;72) 219-3803
U W111635
0
Q)
0
Job No.
02-0606
Drawn By
Submittal Dates
ERW
6-26-02
Revision Dates
These dravvIngs are the property of the
landscape architect and ate not to be
used for other projects except by wrItten
permission from the landscape architect.
Report any discrepancies Immediately
to the landscape architect,
Sheet 7 of
LM
7
M=MMW
z
LIJ
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I FH
FAII
LEGEND:
C.B. CATCH BASIN
MH MANHOLE
BFP BACK FLOW PREVENTOR , 00
FH FIRE HYDRANT
CO CLEANOUT
A/C AIR CONDITIONER
CONC. = CONCRETE
CM CONCRETE MONUMENT
FPL FLORIDA POWER & LIGHT
R/W RIGHT—OF—WAY
PVMT PAVEMENT
X x X �x
DRIA
PAkKING
2� 2 3 4 _
DRIVE & PARKING Ca 22 M
08
R �M- '2,3 '01
4
,7 12 0' 2G
,�6,0'
4.0'
1 STORY CZ.S.
FIPINISH FLOOR = 24.00
0 Id
61
L Ifi-C 0
3
2 V 4 MH
_EIL CGI
A/C
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�114' 1,4 07
CM
C 6
C 'RI. ='q2Z11
NV_ 19 5
IRON PIPE
N.
x
FENCE
X Z_�� x
X
C 8 RIM = 2 b
INV - 197
CO. -_
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INV- 19 2
- X, I
X
X
DESCRIPTION:
THE NORTH 1/2 OF TH SOUTHWEST 1/4 OF SECTION 32, TOWNSHIP 34
SOUTH RANGE 40 EAST, LESS THE EAST 1560.00 FEET, THE WEST 371.54
FEET �HE NORTH 135.00 FEET AND RIGHT—OF—WAY FOR JUANITA AVENUE.
CONTAINING 19.566 ACRES MORE OR LESS.
SEPIIC
H RIM 21 27
SWALE
S.00'02'15"W. 1158.46'
SURVEYOR'S NOTES:
1. ALL BEARINGS OR ANGLES SHOWN HEREON ARE BASED ON THE
RECORD PLAT UNLESS OTHERWISE NOTED.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR
RIGHTS —OF —WAY.
3. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET
FORTH IN CHAPTER 61G17-6 FLORIDA ADMINISfRATIVE CODE.
4. THIS SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE
WITH THE DESCRIPTION FURNISHED BY; CLIENT
5. REBARS AND CAPS WERE SET ON ALL CORNERS UNLESS OTHERWISE
NOTED.
6. FIELD WORK COMPLETED ON: 05-18-022.
7. THIS SURVEY IS NOT VALID WITHOUT THE SURVtYOR'S SIGNATURE
AND EMBOSSED SEAL.
B. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. OF 1929
UNLESS OTHERWISE NOTED.
9. BENCHMARK OF ORIGIN IS N.G.S. Z 230, 1965
ELEVATION 20.499
10. THIS SURVEY IS LOCATED IN FLOOD ZONE N/A, PER N.F.I.P.
COMMUNITY —PANEL MAP NO. N/A.
BASE FIRM ELEVATION IS N/A FEET DATE OF FIRM IS N/A
11. PROPERTY ADDRESS IS: 3950 JUANITA AVENUE
1/4 SECTION LINE
I I —
NO. I DATE I REVISION DESCRIPTION I BY
END. ROD & C�P P�PE
& 2' HIGH FEE
3
b
CID
OR
END. 3/4" RON PIPE
& 3' HIGH PIPE
-1
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0
W�ST 1/4 CIR1411Z
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.6
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N 44th S1
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..
pivo
Pu
V Ni
pid d d t�g
L HaYWOCA Dr
f
if
U04 H
IH
0 assu uVq
ou"
r
LOCATION
SKETCH
NOT
TO SCALE
I
z
0
I
N E. CORNER
S,W 1/4
SEC 32-34-40
THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS OF THE
FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO CHAPTER 472.027,
F.S. CERTIFICATE:
NOTE: THE PROPERTY DESCRIBED HEREON HAS NOT BEEN ABSTRACTED I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE
TO RTFLECT ANY ENCUMBRANCES THEREON BY THE UNDERSIGNED ABOVE DESCRIBED PROPLEIRTYAISS STURUE AND.ORRECT TO THE BEST OF
C E D T
AN OR DAVIS ASSOCIATES, INC. MY KNO�ALEDGE AND BE F IT UNII)ER MY 131RE
DATE: 5-18-02
P.L.S. #2643
STATE OF FLORIDA.
SCALE I"=50'
S IN C DRAWN BY PADIRLD
DAVIS ASSOCIATE DATE 5-20-02
LB #0002187
Land Surveyors Land De�7eloprnenf Consultants Plaonners JOB NO: MAR TY (n 0 1 0 2j
201 S.E. 15TH TERRACE — SUITE 103A — DEERFIELD BEACH, FL 33441 F.B.IPG. COPY
Phone: (954) 698-9101 fox; (954)698-9722
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