HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYOWN
SECTION 3.2 TOWNSHIP 343
LOCATION MAP RANGE 40E
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SEE SURVEY FOR COMPLETE LEGAL DESCRIPTION.
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BLDG No. 4
TI 00 AREA= 9192.8 S.F.
F.F. EL a 22.10'
1(q 001 LDO HEIGHT
1 -01 +1/- 21.50'
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2
897.03' (S) 900.0' (P)
--- ---------------------------
_1_T BLDG No. 3
AREA= 9192.8 S.P.
F.r. EL Ic 22.10'
BLDG HEIGHT
21.50'
67 TITT JT_ 7FT-
62.2p'__ -1 . - - ----------
--------------- = ------------
SOO* 1 3'33"W
TOTAL GROSS ACREAGE 3.30 A6
TOTAL GROSS FLOOR AREA BLDG, 2 9,192-80 SF
BLDG. 3 9,192-80 SF
BLDG. 4 9,192.80 SF
TOTAL FLEX SPACE 27,578.40 SF
TOTAL SERVICE STATION/ C-STORE BLDG. 1 2,400.00 SF
BUILDING COVER 20.72%
MAX. BUILDING COVER 50%
PERVIOUS AREA 0.04 AC (29.41%)
IMPERVIOUS AREA 2.36 AC (70.�g%) Overall Site Plan
FINISH
SEE CHART ON SHEET LS-1
DRAWING INDEX
SP- I SITE PLAN
A-1 FLOOR PLAN
A-1A CANOPY PLAN
A-2 REFLECTED CEILING PLAN
A-3 EXTERIOR ELEVATIONS
A-4 EXTERIOR ELEVATIONS
A-5 CANOPY ELEVATIONS
A-6 ROOF PLAN / DETAILS
A-7 DETAILS
A-8 SCHEDULES, INTERIOR ELEVATIONS & DETAILS
A-9 1/2" SECTIONS & DETAILS
A-10 1/2" SECTIONS & DETAILS
S-1 FOUNDATION PLAN
S-2 ROOF FRAMING PLAN
P-1 PLUMBING PLAN
P-2 PLUMBING RISERS
P-3 PLUMBING SPECIFICATIONS
M-1 AIR CONDITIONING PLAN
M-2 MECHANICAL SPECIFICATIONS
E-01 SITE ELECTRICAL PLAN
E-1 ELECTRICAL PLAN & SCHEDULES
E-2 ELECTRICAL PANEL SCHEDULES & RISER
E-3 ELECTRICAL SPECIFICATIONS
SEE APPROVED SITE PLAN BY RALPH D. DENUZZIO P.E,
ALSO SEE CONDITIONS OF APPROVAL PROVIDED BY OWNER
SEE CIVIL DRAWINGS BY OTHERS
SEE LANDSCAPE DRAWINGS BY OTHERS
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ROPERTY LINE
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SP-1
28004
04-14-09
LIFE SAFETY REQUIREMENTS
APPLICABLE CODES: TO THE BEST OF OUR KNOWLEDGE THIS PROJECT HAS SEEN DESIGNED
AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING
APPLICABLE CODES AND ORDINANCES:
CITY OF MIRAMAR COUNTY ZONING CODE,
FL BUILDING CODE, BUILDING
FL BUILDING CODE, MECHANIC4
FL BUILDING CODE, FUEL GAS
FL BUILDING CODE, FUEL GAS
FL BUILDING CODE, PLUMBING
FLORIDA FIRE PREVENTION COI
NATIONAL ELECTRICAL CODE (P
2004
EDITION
(WITH
REVISION)
2004
EDITION
WITH
REVISION)
2004
EDITION
WITH
REVISION)
2004
EDITION
WITH
REVISION)
2004
EDITION
(WITH
REVISION)
2007
EDITION
2002
EDITION
LIFE SAFETY CODE ( NFPA 101 ) 2006 EDITION
OCCUPANCY: GROUP M - MERCANTILE OCCUPANCY. FBC 309
NEW MERCANTILE OCCUPANCIES, NFPA 101, CHAPTER 36.
CONSTRUCTION TYPE: TYPE IV UNPROTECTED SPRINKLED
ALLOWABLE BLDG. AREA: NEW MERCANTILE - TYPE VB UNPROTECTED UNSPRINKLED, ONE STORY
MAXIMUM ALLOWABLE SQUARE FOOTAGE - 9,000 S.F. �.FBC TABLE 503)
WITHOUT AREA MODIFICATIONS. MAXIMUM HEIGHT 40 T.
OCCUPANTLOAD: MAXIMUM NUMBER OF PERSONS OCCUPYING SPACE
MERCANTILE (FBC 1004.1.2) ONE PERSON PER 30 SO. FT. GROSS (OPEN TO PUBLIC)
MERCANTILE (PBC 1004.1.2) ONE PERSON PER 300 SO. FT. GROSS (NON-PUBUC - STOCK ETC.)
GROSS BUILDING AREA = 2,400 SO. FT.
SALES AREA OPEN TO PUBLIC 890 SO. FT. I PER 30 SO. FT.-29 PERSONS
OFFICE SERVICE 570 SQ. FT. I PER 30 SQ, FT.=19 PERSONS
COOLER STORAGE 434 SO. FT. I PER 300 SO. FT.-2 PERSONS
C-STORE TOTAL OCCUPANT LOAD 50 PERSON§
EXIT REQUIREMENTS:
TRAVEL DISTANCE:
FIRE PROTECTION
REQUIREMENTS:
PROTECTION
FROM HAZARDS:
MECH. / ELECT.:
DESIGN LOADS:
.2 INCHES PER PERSON 50 x .2 - 10 INCHES REQUIRED - 108 INCHES PROVIDED
PRINCIPAL EXIT - 81-PARTING DOORS W/ BREAKAWAY PANELS (36" MIN. EACH - 72')
2ND EXIT 3 Ft. (36' CLEAR) SWINGING DOOR W/ PANIC DEVICE.
MAXIMUM TRAVEL DISTANCE 150 FEET (NFPA 101 AND FSC)
MAXIMUM COMMON PATH OF TRAVEL 100 FEET (NFPA 101 AND FBC)
MAXIMUM DEAD END CORRIDOR 20 FEET (NFPA 101 AND FOC)
CONSTRUCTION TYPE FBC TWE VB, UNPROTECTED UNSPRINKLERED (TABLE 6011)
NO RATING (NON—COMBUS'nSUE) REQUIRED FOR INTERIOR BEARING
WALLS, COLUMNS, BEAMS, ROOF, EXTERIOR BEARING AND NON BEARING WALLS.
FIRE EXTINGUISHERS TO COMPLY W/ NFPA-10 TO BE PROVIDED THRU—OUT,
MOUNTED MAX, 4 FT. ABOVE FIN. FLOOR
SEE APPLICABLE PLANS
SEE APPLICABLE PLANS
HURRICANE ACTION PLAN:
ALL GLAZING ON BUILDING TO BE IMPACT GLAZING INCLUDING ENTRY DOORS. NO
HURRICANE SHUTTERS WILL BE REQUIRED FOR THIS LOCATION.
BUILDING IS SINGLE OCCUPANT WITH FULL TIME MANAGERS AND LOCAL AREA
MAINTENANCE PERSONNEL.
EGRESS ILLUMINATION AND SIGNS
SEE ELECTRICAL SHEETS FOR
EXIT LIGHT: 'E' (WALL MOUNTED) LIGHTING PLANS / FIXTURE
SCHEDULES
EMERGENCY LIGHT. -E-1- (WALL/COLUMN MOUNTED)
ALL PORTABLE FIRE
EXTINGUISHER 2A-10BC
PER NFPA 10 AND SFBC
3807.
ACCESSIBLE
FRONT ENTRY
'y BE NECESSXRY IN
CoMpy W11H ALL AMIC.6,BLE CODES-
DIAGONAL DISTANCE 70 FT,
REMOTE EXITS TO BE MIN, 1/2
OF 70 FT. OR 3S FT. APART
43 FT. PROVIDED
LIFE SAFETY PLAN
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04-14-09
An - Ry MNM
NO, CONVENIENCE STORE EQUIPMENT
B.O.
WALK-IN COOLER - KYSOR/NEEDHAM OR EQUAL
NTH 4" POLYURETHANE AND 8'-0" CEILING HIEGHT.
0
I
1B
CONDENSING UNITS - HUSSMAN #GHOH0502VK OR EQUAL
0
1C
COIL FANS - HUSSMAN #HC6E-094 OR EQUAL
0
1D
COOLER DOORS / FRZ DOORS - (13 TOTAL)
ANTHONY #101 30-1/4" WIDE x 75" HIGH
0
2A
NOT USED
213
NOT USED
2C
NOT USED
2D
NOT USED
3
NIGHT DRAWER - SHURESAFE MODEL 6723DO DRAWER
0
3A
NOT USED
4
STORAGE SHELVING - AMCO 11 WITH POLYGUARD FINISH
0
5
SHELVING LOVER OR EQUAL
0
6
COUNTERS MICA
7
NOT USED
0
8
CASH REGISTER/GAS CONSOLES
0
9
SCRATCH LOTTERY - TAKE A TICKET #412 IN COUNTER
0
10
LOTTERY COMPUTER
0
11
SAFE - TIDELL #TACC 11
0
12
NOT USED
0
13
HEATED DISPLAY CASE
0
14
RANGE
0
15
TRASH BINS - PLYMOLD #F-92101
0
16
LOTTO STAND - BY OWNER
0
17
1 DOOR LOW TEMP
0
17A
1 DOOR MED TEMP
0
18
MICROWAVE - AMANA #RCS820LW
0
19
CONDIMENT ORGANIZER
0
20
FROZEN CARBONATED BEVERAGE - TAYLOR #355
0
21
CUP DISPENSERS
0
22
ICE/BEVERAGE DIS P - SERVEND MDH-302 W1 TOP ICE CUBER
0
23
BAG -IN -BOX
1
0
24
ICE MERCHANDISER
0
25
PASTRY CASE
0
26
CAPPUCCINO
0
27
COFFEE BREWER
0
28
IN -CABINET TRASH
0
29
HAND SINK
0
30
3 COMPARTMENT SINK
0
31
2 COMP JUICE DISPENSER
0
32
MOP SINK
0
33
ICE MAKER
0
34
FRYER
0
35
WATER HEATER - 30 GAL
36
ATM MACHINE
0
37
7' HOOD
0
38
HOLDING STATION ON STAND
0
39
SANDWICH / SALAD PREP TABLE
0
40
BUN WARMER
0
41
HOT DOG UNIT
0
42
EXPRESSO COFFEE
0
43
KOALA BABY CHANGING STATION
0
SEMI -RECESSED HAND DRYER - AMERICAN DRYER MODEL GX1-C
0
---------
L_
`._`\KOALA BABY CHANGING STATION DETAIL
11�� SCALE 1 1'-0"
INSTALLATION;
TO INSURE PROPER INSTALLATION AND COMPLIANCE TO
BUILDING CODES, IT IS RECOMMENDED THAT A QUALIFIED
PERSON OR CARPENTER PERFORM THE INSTALLATIONOF
THE UNIT. tHE UNIT MUST BE PROPERLY INSTALLED
ONTO A PERMANENT WALL THAT IS CAPABLE OF
SUPPORTING SIGNIFICANT WEIGHT, AND CAN
ACCONMODATE THE SUPPLIED INSTALLATION HARDWARE.
THE KOALA BEAR KARE BABY CHANGING STATION MEETS
ADA REGULATIONS WHEN PROPERLY INSTALLED.
DRILLING HOLES AND MOUNTING THE STATION:
1. REMOVE THE STATION FROM THE SHIPING CONTAINER
AND CHECK FOR FREIGHT DAMAGE. IDENTIFY THE BEST
LOCATION FOR INSTALLING THE BABY CHANGING STATION.
HOLD THE UNIT IN PLACE, OPEN THE BED, AND MAKE
SURE THERE IS ADEQUATE OPERATING CLEARANCE.
2. BASED UPON THE TYPE OF WALL WHICH THE UNIT
WILL BE MOUNTED, DETERMINE THE BEST METHOD OF
MOUNTING. NOT ALL OF INCLUDED HARDWARE MAY BE
REQUIRED FOR PROPER INSTALLATION,
3. THE HORIZONTAL UNIT HAS FOUR MOUNTING HOLES
PROVIDED IN THE BACK WALL OF THE UNIT, WHICH ARE
POSITIONED ON A 16" STUD CENTER. IF POSSIBLE,
LOCATE THE WOOD OR METAL WALL STUDS FOR
FASTENING THE CHANGING STATION IN THE DESIRED
LOCATION. IF THE WALLS DO NOT HAVE STUDS ON THE
CENTER AS OUTLINED, MAKE SURE AT LEAST ONE SIDE
OF THE UNIT IS INSTALLED INTO THE STUD. USE
TOGGLES (SUPPLIED) FOR HOLES ON THE OTHER SIDE.
4. FIND THE STUD WHERE YOU WILL BE ATTACHING THE
LEFT SIDE OF THE CHANGING STATION TO THE WALL.
MEASURE 46" UP FROM THE FLOOR, AT THE CENTER OF
THE STUD, AND MARK THE WALL. LINE UP THE TOP LEFT
MOUNTING HOLE WITH THIS MARK, THEN USE A
MEASURING TAPE AND LEVEL TO MARK THE REMAINING
THREE MOUNTING HOLES. THIS WILL LOCATE THE BOTTOM
OF THR STATION 29" FROM THE FLOOR.
USING WOOD SQREWS!
IF THE WALL HAS WOOD STUDS ON 16" CENTERS, DRILL
1/8" PILOT HOLES AT THE MARKS AND USE THE FOUR
1/4"X3" PANHEAD TAPPING SCREWS WITH SUPPLIED
WASHERS. IF THE WALL IS MASONRY OR TILE OVER WOOD
16" HIGH CONC.
STUDS, USE A 7/32- MASONRY DRILL LINTILL YOU HIT
CURB - TYP.
THE STUD, THEN PROCEED TO DRILL 1/8" PILOT HOLES
INTO THE STUDS AND USE FOUR 1/4"X3" PHILIPS
PANHEAD MACHINE SCREWS WITH SUPPLIED WASHERS.
USING TOGGLE FASTENERS:
0
IF THE WALL HAS WOOD STUDS THAT ARE NOT ON 16"
CENTERS, HAS METAL STUDS, OR AN UNDERLYING
SURFACE OF CONCRETE BLOCK, DRILL WITH A 1/2"
MASONRY BIT. A MINIMUM OF 2-1/2" OF INSIDE WALL
SPACE IS REQUIRED FOR TOGGLES TO TURN. INSERT
SUPPLIED TOGGLES AND TIGHTEN, LOCATE STATION OVER
TOGGLES, THEN USE SUPPLIED 1/4"X3" PHILLIPS
PANHEAD MACHINES SCREWS WITH SUPPLIED WASHERS.
PAINT SPECIFICATIONS:
(WHERE APPLICABLE)
EXTERIOR WOOD PAINTED
I COAT MOORWHITE PRIMER (100) AND 2
COATS MOORGLO LATEX HOUSE & TRIM PAINT
(096)
EXTERIOR GALVANIZED IRON_
1 COAT IRON CLAD GALVANIZED METAL PRIMER
(155) AND 2 COATS MOORGLO LATEX HOUSE &
TRIM PAINT (096)
EXTERIOR FERROUS METAL
I COAT IRONCLAD RETAROO RUST INHIBITIVE
PAINT (163) AND 2 COATS MOORGLO LATEX
HOUSE & TRIM PAINT (096)
EXTERIOR MASONRY
1 COAT MOORWHITE PRIMER (100) AND 2 COATS
MOORGARD LATEX HOUSE PAINT (103)
INTERIOR WOOD TRIM
I COAT MOORE'S ALKYD ENAMEL UNDERBODY
(217) AND 2 COATS REGAL AQUAGLO (333)
PLASTER & DRYWALL
1 COAT LATEX QUICK DRY PRIME SEAL (201)
AND 2 COATS REGAL AQUAVELVET (319)
EXTERIOR WOOD STAINED
2 COATS MOORWOOD VINYL ACRYLIC LATEX STAIN
(089)
INTERIOR WOOD STAINED
1 COAT BENWOOD PASTE WOOD FILLER, TINTED
TO SHADE OF THE STAINE WITH UNIVERSAL
TINTING COLORS. (OMIT FOR CLOSE -GRAINED WOOD)
1 COAT MOORE'S INTERIOR WOOD FINISHES
PENETRATING STAIN (241) (OMIT IF TO BE
NATURAL), AND 2 COATS OF BENWOOD POLYURETHANE
FINISH LOW LUSTRE (435),
W:\2008\28004_psi c-storeNCdocs-Revl \28004-Al.dwg, 41612009 4:08:05 PM, Augusto
Floor Plan
F
I
"A' 141 NNAMMMIC!
2% SLOPE MAX.
2% SLOPE MAX.
DETECTABLE WARNING AT
ALL SIDEWALK / PAVEMENT
TRANSITIONS TYPICAL
. . . . . . . . . . . . . . . . . . . .
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15,000 IN BASE BID
R481 CLEAR SALE TO COVER MATERIAL TRANSACTION
FLOOR PPACE TYP
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COMM. NO
28004
04-07-09
CANOPY NOTES:
PAINT BUMPERS DARK SEJGE
CANOPY MANUFACTURER SHALL PREPARE COMPLETE SHOP DRAWINGS FOR
APPROVAL PRIOR TO FABRICATION, PRIOR TO PREPARING DRAWINGS MFG.
SHALL VERIFY ALL ARCHITECTURAL DETAILS. DIMENSIONS. DRAINAGE ETC. WITH
BOTH ARCHITECTS AND ENGINEERS DRAWINGS AND OWNERS INSTRUCTIONS.
SHOP DRAWINGS SHALL INCLUDE ALL NECESSARY ITEMS FOR A COMPLETE
INSTALLATION AND SHALL NOT BE LIMITED TO JUST THE CANOPY.
IN ADDITION CANOPY MFG, SHALL VERIFY LIGHTING TYPE AND NUMBERS,
SPANDREL TYPES AND SIZES, CANOPY SIGNAGE AND ALL OTHER ITEMS
INCLUDED IN THEIR CONTRACT WITH ALL PAR71ES INVOLVED, INCLUDING
BUT NOT LIMITED TO; OWNER, PETROLEUM CONTRACTOR, ARCHITECT,
PETROLEUM SUPPLY REPRESENTATIVE.
CANOPY CONTRACTOR SHALL STATE CLEARLY IN THEIR PROPOSAL TO THE
OWNER ANY REQUIRED ELECTRICAL HOOK—UPS REQUIRED BY THE OWNER'S
OR GENERAL CONTRACTOR'S ELECTRICAL CONTRACTOR. THIS SHALL INCLUDE
NUMBER OF CONNECTIONS FOR STRIP LIGHTING, SPANDREL LIGHTING ETC. SO
THE OWNER WILL KNOW WHAT THEIR RESPONSIBILITY WILL BE.
ALL "TEE" CANOPIES (IF APPLICABLE) SHALL DRAIN BACK TO THE MAIN
CANOPY. ALL "TEE" CANOPY ELEVATIONS SHALL BE COORDINATED WITH
ARCHITECTURAL AND CIVIL DRAWINGS FOR CORRECT BUILDING / SITE
CONNECTIONS. MANUFACTURER SHALL NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO PREPARING SHOP DRAWINGS.
ALL CANOPY DRAINAGE SHALL BE THRU THE ISLANDS (VERIFY PRIOR TO
FABRICATION). SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.
CANOPY *MANSARD": FRAMES AND PLYWOOD SHEATHING TO BE
SUPPLIED AND INSTALLED BY CANOPY MFG.. ROOFING TO BE SUPPLIED
AND INSTALLED BY G.C.
CANOPY CONTRACTOR TO PROVIDE ACCESS PANELS AT CANOPY SOFFIT AS
REQUIRED FOR REQUIRED ACCESS / MAINTENANCE DUE TO PITCHED ROOF
STRUCI RE.
CANOPY FOOTINGS:
FOOTINGS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR ACCORDING TO
THE ENGINEERED DRAWINGS PREPARED BY THE CANOPY MFG. G.C. TO INCLUDE
IN HIS 910 CONCRETE FOOTINGS BASED ON THE FOLLOWING SIZE:
INCLUDE ALLOW OF 8'x8'x5' CONCRETE FOOTING W/ #50 BARS AT 6" D.C. EA.
WAY BOTT, AND TOP. AND (8) #50 VERT. EA. FACE IN BASE BID*. BOLTS AND
TEMPL�TES TO BE SUPPLIED BY CANOPY CONTRACTOR.
*ADD OR DEDUCT IN PRICE WILL BE BASED ON FINAL ENGINEERED DRAWINGS.
140M
c ro
RE41
NOTE&
Ow RADIUS (TYP) 1. FOR USE AT DISPENSER SET TOP OF
BUMPER AT 3$* ABOVE TOP OF
DISPENSER ISLAND.
40 SCH. 40 PIPE — 2. FOR USE AT KIOSK, INSTALL BUMPER
OF 36* ABOVE ISLAND. TRIM BUMPER AS
NECESSARY TO FIT INTO BURIED
TOP OF ISLAND SLWIM
3. FILL SLEEVE WITH SAND
(BUMPER MUST BE REMOVABLE).
SEE NOTES
6" TYP I
CC=ISLAND
A' 'A A A A
4' —SAND
3'—S'
3'
ar
2'-8 11/24_�
S" SCH. 40 PVC
PIPE SLEEVE$
3'-0* LONG
Bumper Post Detail
Canopy Roof Plan
1/8 01 = 1 1-0 1,
NORTH
16" DIAMETER S
COLUMN, PAINTE
21 ) Iyanol
-1Aj 31e = I
Column
A' I , .') ? r 2cog
=F
OWN AND
PLAN
Detail
TIE INTO INLET #10.
SEE CIVIL FOR
SEE CIVIL PLAN FQ
CONTIUATION. WHEN
CONTINUATION.
COMBINING (2) OR (3)
6" USE 8" TO CB.
"0 PVC. TYP.
PVC, TYP.
Boo Pvc, TYP.
�4*0
�eO
�4"O
LATERAL, TYP.
LATERAL, TYP.
LATERAL.
TYP.
78'-0'
76'—On
12'-0"
26'-0* CANOPY
26.-0. 121jo"
PITCH 3"
Canopy Plan
CANOPY LIGHTS—�
ABOVE, TYP.
31-6- 22'—B" 3'-6- 22'—S" 13'-6. 1
SeD vvz� I Epi I
r
PLANS AND OILL ?IzO?Oz
Sjjj33ScT 10 Aw CORI 1w
AN FIELD INSPEC'ORS To
jt4 ORDEROUEa.
WIM oc "---
===eOMPv( Wilti ALL tzz� CANOPY COLS
BOLLARDS. TYP.
DISPENSER. ISLAND
0
CONCRETE SLAB
BY GEN. CON!.
0
10K
OPREM G)
5K
G) DIESEL
—
— — — — — — — 2'-0
2'-0'
10K
REG
r\
UNDERGROUND
PETROLEUM TANKS
7
PITCH 3"
\--CONCRETE SLAB
*CANOPY
BY GENERAL
CONTRACTOR.
SLAB TO BE 6"
WITH 10/10 WWM
ASSHOWN.
CONCRETE SLAB
BY TANK
MANUFACTURER
EDGE
a 4c
30.
a
40
16
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WAYS ACROSS ROOM.
19 19
r7 1'71 uj
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2'X4' FISSURED I — \
WHITE IN WHtlE F71
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BOTT OF GYP
BD SOFFIT 0 0
7'6" A.F.F. cl.
m
SILVER POLYCLIBE LAY IN
CLG PANELS 0 8' AFF
A10111. IN SILVER GRID FOR
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2'X4' VINYL COATED WHITE
IN WHITE METAL GRID. 0
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OWNER
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TRUSS
011 IBR�A� . . . . . . . . . . . .
STANDING SEAM MET
ROOF, TYP.
E27-0-
STUCCO BANDS,
SEE DETAILS.
AL
TRUS ORE K_
6.4
PRE -FINISHED ALUM. ::
GUTTERS &
DOWNSPOUTS, TYP.
$ 1
jj_?B
_�.(SEE SECT.)
T
WALL MOUNTED LIGHT
FIXTURES, TYP.
-777
LIGHT TEXTURED STUCCO
OVER CMU. PAINTED, TYP.
STUCCO CONTROL JT. BY
VINYL CORP, TYP.
STUCCO REVEAL, VINYL C-4
CORP 1575X, TYP.
MEDIUM TEXTURED STUCCO--\ 01
OVER CMU, PAINTED, TYP.
CONCRETE WALKWAY
IFF
i::O.
4
NIGHT DRAWER NOTE: WIND LOAD TABLE 1609.68 - FBC
L_xX Xi XX �xx
STANDING SEAM
ROOF, TYP.
METAL--,,,,,
RIDGE
—27-6"
TRUSS
13REAK
—24'-0"
RIDGE
_V-0�
STANDING SEAM METAL
ROOF, TYP.
TRUSS BREAK
1 W-6-0
T.O.B. (SEE SECT.
w 12'-8"
WALL MOUNTED UGHT-------,
FIXTURES, TYP.
LIGHT TEXTURED STUCCO
OVER CMV, PAINTED, TYP.
STUCCO REVEAL. VINYL—
CORP 1575X, TYP.
MEDIUM TEXTURED STUCCO —
OVER CMU, PAINTED, TYP.
CONCRETE
WALKWAY
12 STANDING SEAM METAL
ROOF, TYP.
5
LIGHT TEXTURED STUCCO
OVER WOOD FRAMING,
/—PAINTED, TYP.
01
rmmmm.
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
12
15 0 Py
-PIT, �,H
L I
'CONTROL JOINT
10M
12
ZZ-1-7 5
STUCCO BANDS,
ALUM.
TYP.
STUCCO OVER GALY.
MTL. LATH & PLYWOOD
SHEATHING, SEE
SECTIONS, TYP.
SEE DETAILS
LIGHT TEXTURED STUCCO
OVER CMU. PAINTED, TYP.
IMPACT RESIST. ALUM.
STOREFRONT SYSTEM
North Elevation
;D
BIRK
- I
BRG
I
1/4" = V-0"
STANDING SEAM METAL
ROOF, TYP.
STUCCO CONTROL JT. BY
VINYL CORP, TYP.
WALL MOUNTED LIGHT
FIXTURES, TYP.
LIGHT TEXTURED STUCCO
OVER CMU. PAINTED, TYP.
STUCCO REVEAL, VINYL
CORP 1575X, TYP.
MEDIUM TEXTURED
STUCCO OVER CMU,
PAINTED, TYP.
West Elevation
1/4-P = V-0"
0
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1/2-
STUCCO WINDOWS CROSSHEAD
PAINTED. TYPICAL
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R �[��E . . . . . .
6.
io 1! S
24� � BRE K
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10 I?QE
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STANDING SEAM METAL
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TRUSS BREAK
16'- �6"
STUCCO BANDS
SEE DETAILS.
$ 1
1 j_?B
_j.(SEE: SECT.)
WALL MOUNTED LIGHT —
FIXTURES, TYP.
LIGHT TEXTURED STUCCO
OVER CMU, PAINTED, TYP.
STUCCO CONTROL JT. BY —
VINYL CORP, TYP.
CHAINLINK FENCING
FOR GENERATOR.
CONCRETE WALKWAY
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oil
TOWER
BEYOND
ROOF MOUNTED-
A.C. UNIT.
RIDGE
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STANDING SEAM METAL
ROOF, TYP.
RAISED STUCCO
BANDS, SEE DETAILS.
TRUSS BREAK
-16 _'-_6 7'—
PRE -FINISHED ALUM.
GUTTERS &
DOWNSPOUTS. TYP.
is L
li?.B
-,.(SEE SECT.)
2'-0
WALL MOUNTED LIGHT
FIXTURES, TYP.
LIGHT TEXTURED STUCCO
OVER CMU, PAINTED. TYP.
STUCCO CONTROL JT. BY
VINYL CORP, TYP.
RAIN DIVERTER
HOLLOW METAL DOOR
STUCCO REVEAL, VINYL
CORP 1575X, TYP.
MEDIUM TEXTURED STUCCO
OVER CMU, PAINTED, TYP.
CONCRETE WALKWAY ------
F.F.
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DOWNSPOU.T,
STUCCO REVEAL, VINYL
CORP I 575X, T YP
MEDIUM TtXTURED STUCCO�
OVER CMU, PAINTED, TYP.
:%
cop,
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
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FIXTURES, TYP.
EXHAUST FAN FROM
HOOD BELOW. SEE
SHEET A-11,
STUCCO OVERGALV.
MTL. LATH & PLYWOOD
SHEATHING, SEE
SECTIONS, TYP.
;HED ALUM.
JTS' TYP.
--LIGHT TEXTURED STUCCO
OVER CMU, PAINTED, TYP,
PRE -FINISHED ALUM.
GUTTERS &
.1 DOWNSPOUTS, TYP.
South Elevation
1/4" = 1'-0"
T9GE
27-6*±
TRUSS BREAK
2,V-O*
STUCCO OVER GALV,
MTL LATH & PLYWOOD
SHEATHING, SEE
SECTIONS, TYP.
WALL MOUNTED LIGHT
--LIGHT TEXTURED STUCCO
OVER CMU, PAINTED, TYP.
--PRE-FINISHED ALUM.
2
N GUTTERS &
DOWNSPOUTS, TYP.
East Elevation
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North Elevation
C
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E
South Elevation
ROOFING
m
X GRAY
JMNS,
IROUD
AP) TYP.
ow
ROUND
)S.
1/4' = i,-n,
12
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THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS 11'-3"Iong SUNOCO
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO SIGN ON CANOPY. SEE
COMPLY WITH ALL APPLICABLE CODES. SITE PLAN
LO
0 L A
LM
West I
Rii
-mw-o�
evation
4000
Py.
I
GRAY
ONS,
OUD
D) TYP.
w
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1/4' = V-0'
GALVALUME ROOFING
SUNOCOONYX GRAY
CANOPY COLUMNS,
16"0 ACM SHROUD
(COLUMN WRAP) TYP.
kylftm
/—SAFETT TELLOW
BOLLARDS AROUND
PUMP ISLANDS.
1101—h�1-1151— —
1/4' = V-0'
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4" 3
1 1/2" PIPE
COMPLETE SEAL AT
PITCH PAN
FINISHED ROOF
3/8"x6" LAG
SCREWS THRU
TRUSS.
46 STAGGERED
WITH 3" OVERLAP
Section At Support
2
NO SCALE
1 1/2- PIPE
Plan
NO SCALE
NOTE:
THIS CONNECTION WILL RESIST
THE FORCES REQUIRED FLORIDA BUILDING
CODE, 2004 WITH AMENDMENTS
'4" ISO MODE PAD
17WEEN UNIT &
4ME
CxlON1/4" THICK
STL PLATE WITH (2)
3/8"4" LAGS SCREWS
(EACHLAG)
ROOF VENTILATION (1/150
AREA 2: TRUSS AREA AT FRONT TOWER
AREA = 268 SF
268K1 50 = 1.78 SF
L R FT OF 3" VENT = 78.33LF
78.33 x .25 (3" VENT) x .50 (% OF OPEN AREA IN VENT)
78.33 x .25 x .50 = 9.8 SF VENT
9.8 > 1.78 (OK)
AREA 3: TRUSS OVER HANG AROUND BLDG
AREA = 396 Sr
396/150 = 2.64 SF
LINEAR FT OF 3" VENT = 202 LF
202 x .25 (3" VENT) x .50 (9. OF OPEN AREA IN VENT)
202 x .25 x .50 = 25.25 SF VENT
25,25 > 2.64 (OK)
�4 Plan
NO SCALE
� �ra
COOLER CONDENSING UNIT HEIGHT 2'-10"
-0"
EQUIPMENT RACK HEIGHT 2'
TnTAI A'- I n"
TYPICAL (4)
CORNERS
16 GA.x2"X2"
STRAP
#8 TEK SCREW
(TYP. OF 4)
CLEARENCE BELOW RAISED ROOF MOUNTED
MECHANICAL UNITS
MINIMUM CLEARENCE
WIDTH OF
ABOVE ROOF
MECHANICAL UNIT
SURFACES
(INCHES)
(INCHES)
<24
14
24<36
18
36<48
24
48<60
30
Z60
48
TRUSS
El
Condensing Unit
ROOF FRAMING AND CURB DETAIL FOR H.V.A.C. UNITS.
ANCHOR
HEADER
WITH F(
SCREWS
STRAINER BASKET
DRAIN GUARD
BUILT-UP
ROOFING
INSULATION
AND ROOF DECK
NOTE:
SEE PLANS AND SPEC
FOR DRAIN SIZES AND
SPECIFICATIONS
F _T
Roof drain detail
�6 1 1/2" l'-OI'
TRUSSES
EMERGENCY DRAINS SET AT
2" ABOVE PRIMARY DRAIN
INLET
GRAVEL STOP FLANGE
AND SLEEVE
FLASHING
PLYWOOD DECKING
DECK FLANGE
NEOPRENE FLEXIBLE
BELLOWS BODY
NO HUB CONNECTOR
ROOF DRAINAGE CALCULATIONS
BUILDING
ROOF DRAINS & LEADERS
LOCATION
FLAT
AREA
FULL ROOF
1/2 PARAPET
AREA*
NET AREA
(SQ. FT.)
AREA PER
LEADER
MIN. SIZE OF
VERTICAL R.W.L.
MIN. VERT.
LEADER
PROVIDED
MIN. SIZE OF
HORIZ. R.W.L.
0 1/4" / FT FALL
MIN. HOR.
LEADER
PROVIDED
SIZE PROVIDED
(CLEAR OPENING)
NOTE 5
PER PLAN
SEE PLAN
TABLE 1106.2
TABLE 1106.3
FULL ROOF DRAIN
990
350
1340
447
2"0
4"0
3.10
4"0
SECONDARY ROOF DRAINAGE CALCULATIONS
BUILDING
EMERGENCY OVERFLOW SCUPPERS
LOCATION
FLAT
AREA
1/2 PARAPET
AREA*
NET AREA
(SO. FT.)
AREA PE
SCUPPER
DRAIN (SOF
MIN. SIZE OF
NORIZONTAL R.W.L.
MIN
AREA OF
DRAIN
MIN. AREA OF SCUPPER
(3 x AREA OF DRAIN)
MIN. SIZE
(LENGTH x HT.)
SIZE PROVIDED
(CLEAR OPENING)
NOTE 5
PER PLAN
I SEE PLAN
TABLE 1106.3*
PARAGRAPH 1107.3
PAR, 1107,3
4"0 = 12.56 SQ IN.
FULL ROOF DRAIN
990
350
1340
447
3"0
7.07" 0
21,2" 0
CIO = 218.26 SQ IN.
18"0 = 50.25 SO IN
*NOTE 7
*NOTE 6
NQ I LZ�4
1. SCUPPERS ADJ MAIN DRAINS ALSO ACT AS OVERFLOW WHEN
WATER DEPTH ON ROOF EXCEEDS 2".
2. NOT USED
3. NOT USED
4. NOT USED
5. FLAT ROOF AREAS INCLUDE REAR AND SIDE SLOPES OF
TOWERS AND HIP ROOFS WHICH DRAIN TO FLAT ROOF.
6. RAINFALL - 4.5 INCHES PER HOUR, PER FIGURE 1106.1.
AREA VALUES INTERPOLATED FROM TABLES 1106
2 & 1106
3
.
.
MIN. INSULATION VALUE AT FLAT ROOF DECK AREAS. 7. AREA PER DRAIN (SCUPPER) DOUBLED = SAME AS
THESE PLANS AND ALL PROPOSED WCM DIVIDING AREAS IN TABLES 1106.2 & 1106.3 BY 2.
AND SUBJECT TO ANY CORRECT11ONS
REQUIRED BY FIELD INSPECTORS THM
3GERED MAY BE NECESSARY IN ORDER 0
LE C�ES.
OVERLAP COMPLY WITH ALL APPLICAB
2X10 BLOCKING BETWEEN TRUSSES
SEE WALL SECTIONS FOR EXACT CONFIGURATION OF
TRUSS TO MASONRY WALL
16 GAUGE
PREFABRICATED CURB SUPPLIED BY
HVAC UNIT MANUFACTURER
HVAC UNIT
SIZE AND CONFIGURATION VARIES
BY MANUFACTURER / CAPACITY
GASKET SUPPLIED W/ UNIT
VERIFY W/ MECH. CONTRACTOR
TREATED WOOD NAILER
UPLIFT CALCULATIONS:
METAL SPACERS
AHU SIZE 6'X4'
140 MPH WND 0 20' ABOVE GRADE
UPUFT = -1.4 X LOADING
3/8; LAG BOLTS AT 4" MAX. FROM
-1.4X27 PSF - -37.8 PSF
END AND AT 12- D.C. (OR AS REC.� DESIGN FOR 40 PSF
BY MFG.)
24 SF X 40 PSF - 960 # UPLIFT
EACH 3/8-0 SOLT IN SHEAR - 1090#
MIN REQUIRED - 1
NUMBER USED - 16
GALVANIZED SHEET METAL
16 > I OK
COUNTER FLASHING
LAGS x 10"
END TYP
RIGID INSULA TON / FIBER CANT
AND TWO PLY FELT FLASHING OR
AS REQUIRED PER ROOFING MFG. SPECS.
TREATED WOOD NAILER$ SIZE AS
REQUIRED
P.T. 2x4 BLOCKING TAPER AS REO'D. UPLIFT CALCULATIONS:
FOR LEVEL A/C UNIT
AHU SIZE 6'0�
ROOF INSULAIION
140 MPH WIND 0 20' ABOVE GRADE
8" 1111P
UPUFT - -1.4 X LOADING
-1.027 PSF - -37.8 PSF
DESIGN FOR 40 PSF
24 SF X 40 PSF - 96Q #
EACH &81-0 BOLT IN TENSION 6060#
MIN R U RED - I
mumotim urtw - 16
(2R21/5-10 LAG SCREWS X 8-
T. U TRUS (OR 04) INTO 04
3
U /�8"O THRU BOLTS AT 12" O.&�S" MAX.
FR M.ENDS4 THRU CURB TYPIC
SEAL EXPOSED ROOF EDGES W/ 3 WAS ER ON BOTT
W
S6LGALVAN"ED SHEET METAL AND
ALL AROUND NOTE: ONE SIDE OF UN T TO FALL OVER
WOOD TRUSSS
(6) 3/8-0 LAG SCREWS X 6- IF ROOF FRAMINIC IS NOT AS SHOWN
THRU TRUSS INTO 4X4 06 BEIWEEN TRUSSES AND VERIFY DETAIL W,' ARCHITECT PRIOR
UNDER A/C CURB TO CONSTRUCTIO1 1.
Section- H.V.A.C. Roof Curb I \-TRUSS
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2'
APPROVED ROOFING SYSTEMS:
ROOFING TYPE NO. 1
'ROOFING SYSTEM SHALL BE JOHNS MANVILLE SBS MOM! MTUMEN
ROOFING SYSTEMS OVER INSULATED WOOD DECK FOR - 5 MAXIMUM
DESIGN PRESSURE. IT SHALL BE INSTALLED BY NOA #06-0626.04.
44
z
'ROOFING TYPE NO, 2
0.
0
0
24
METAL ROOFING SHALL BE ENGLERT SERIES 1300, WITH GALVALUME-PLUS, R.68, 24
(4
V
90<1
,��
GA. 16" WIDTH WITH ALL ACCESSORIES OVER INSTALLED AS PER MANUFACTURE'S
cc
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RECOMMENDATION OVER 30# FELT TIN TAGGED TO 5/8" SOLID PLYWOOD SHEATHING.
Z w
ROOF MANUFACTURER TO PROVIDE CERTIFICATION THAT ROOFING SUPPLIED OVER
z
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1
UNDERLAYMENT SPECIFIED WILL PROVIDE COMPLETE WATERPROOF ASSEMBLY FOR 140
Ul 1
1.0
MPH WIND LOADING REQUIREMENTS. IT SHALL BE INSTALLED AS PER NOA
#05-0331.01.
4
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PROVIDE MFG. 15 YEAR -NOL" WARRANTY. (SEE NOTE BELOW)
PROVIDE MANUFACTURERS 15-YEAR WARRANTY, WHICH BEGINS AFTER THE
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IL
DATE OF SUBSTANTIAL COMPLETION, AND COVERS THE ROOFING MEMBRANE,
ASSOCIATED FLASHING, ROOF INSULATION, ROOF ACCESSORIES, VAPOR
BARRIER (IF ANY) AND LABOR UTILIZED IN THE INSTALLATION OF THE
WARRANTED MATERIALS. THE 15-YEAR WARRANTY SHALL COVER THE
a# ml
S
ENTIRE ROOF SYSTEM AND ALL RELATED COMPONENTS WITH NO MONETARY
!:
§
LIMIT, WITH NON -PRORATED COVERAGE AS ISSUED BY THE MEMBRANE
7,
MANUFACTURER. THE ROOFING CONTRACTOR & GENERAL CONTRACTOR
C4
SHALL PROVIDE A 5 YEAR WORKMANSHIP AND WATERTIGHT WARRANTY
0
INDEPENDENT OF THE MEMBRANE MANUFACTURER'S 15 YEAR WARRANTY.
IC
0
0
CC
THE 5 YEAR WORKMANSHIP WARRANTY SHALL COVER ALL SHEET METAL
<
WORK, INCLUDING COPINGS, RELATED TO THE MEMBRANE ROOF INSTALLATION.
-- -------------
ALUMINUM GUTTER
SEE SECTIONS
ROOF TOWER LINE
F
j
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
'. 0 _��i
2 ko".11 1 4
2'-0"
C',
NOTE: SANITARY VENT
STACKS SHALL BE P D
SO AS TO ALLOW FOR
10'MIN SEPARATION
BETWEEN STACK & FIRE H '0 -Liz>
\AIR INTAKE ON UNIT
-01. 1 1 11 1 ill-01, 101-0.1
.\I 0, - 10'-10" �T L
I
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NOTE: SANITARY VENT I
X111 BE PLACED I
. .... .. ROOFING TYPE NO. 2
0 __4 - I *1� SO AS TO ALLOW FOR 10'MIN I
04
WP ROOF CAP WITH ; '", "1 1111 % SEPARATION BETWEEN STACK I
C SPLASH SPLASH
TERMINATION OF (2) RWL_ BLOC 3"VTR 0� AND FRESH AIR INTAKE ON
BLOCK RWL 11\ UNIT
4"0 EXH DUCTS 3"VTR 10'-0" MIN. _<1 '441) 1 1
FROM RESTROOMS 1� 1,� Bt UP CRICKET
1� _TW
CONT. METAL CAP DISTANCE BE. W/ IRIGID INSULATION
PAINT;0_ MATCH VENTS AND AIR 04 ALL UNITS.
WAL�, (TYP.) _4�A= -
I
PROVIDE 20A ORCUIT�TO GFCI RECEPTACLE
AND SAFETY OUTLET ENSLOSURE (RAINTITE N 3'WR
WHILE IN U ON ROOF'fOR MAINTENANCE Id
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ROOFING Ty NO I
J
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TO BE 3" F PRE-MANUF'D 40
ROOF DRAIN CONT. M&AL CAP
50# 150# 150# CURB. (TYP.)
JEL:� MINUM GUTTER ABO E DRAIN 4"0 R D. 4 �R.D. PAINT Tq MATCH
SECTIONS INLET TYP. 4;'0 R.D. WALL (7YP.)
4"0 �40
4
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(ILI 2
2;NTR 6" PVC ROOF DRAINS
U_ DOWN AND OUT TO
UILD UP CRICKFTJ I 'CH BASIN SE
UIL NEAREST CAT
W/ RIGID INSULATIqj M DRAIJOP CIVIL FOR CONTINUAT16N.
(TYPICAL) TO BE 3" Cq
04 ABOVE DRAIN\
I I N �j
j?'Y111 i 4 INLET TYP.
ON i
I I �i
0
ROO I G TYPE NO. 2
NEAREST \CA
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CL
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- CL - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - N�11
EXHAUST FAN
14 --- - - - -
7-
1-011
L- - - - - - - - - -
Roof Plan
LADDER STAND OFF
BRACKET
SEE ELEVATIONS FOR
RWL LOCATIONS
SHOWN AS, TYP.
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MM. NO.
28004
04-07-09
DUMPSTER ELEVATIONS
1 /All 1 I_n"
VHEELS TO PREVENT
AT EACH GATE WITH 1-0
i;w"LONG GALV. PIPE EMBEDDED IN CONC. TO
HOLD GATE IN PLACE IN OPENED AND CLOSED
POSITION' (TYNCAL)
PAINTED 1.5- IS GA. GALV, STEEL DECK
ON STEEL BRACED FRAME W/
ROLLER WHEEL & CANE BOLTS EACH GATE.
SUBMIT STEEL SHOP DRWGS.
NOTE: COORDINATE FOOTINGS
AT PIPE COLUMN, TYP. BOTH 2#5
SIDES
8- CONIC. BLOCK WALL W/
(1) #60 VERT. IN FILLED CELL
E W/ STEEL GATES: AT 24" O.C.MAX.
MASONRY ENCLOSUR
8* x 6' HIGH MASONRY ENCLOSURE W1 TYPE 'S' GALVANIZED
PAINTED STEEL GATES ON ANGLE FRAME (SEE SCHEMATIC DETAJL)
INDUSTRIAL GRADE CANE DROP
BOLTS (FOR HOLD OPEN AND SECURE CLOSE POSITIONS) WITH
PADLOCK HASP AND GALVANIZED SURFACED MOUNTED BOLT ON
.SELF CLOSING HINGES OR EQUAL.
STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS AS PART OF STEEL 4"0 x 6' STEEL PIPE SOLLARDS
SUBMITTAL PACKAGE FOR ALL OATES. EMBED IN CONIC. 3' ABOVE GRADE TYP.
NOTE: PRIOR TO CONSTRUCTION
CONTRACTOR TO VERIFY W/ LOCAL
PERMITTING AGENCIES AND OR WASTE
PARKING BY
DISABLED
PERMIT
ONLY
D.O.T. FTP 26
H.C. SIGNAGE
SEE ENG. DRAWINGS
(STAND OFF BRACKEIS
_'NG COLS.)
BLDG MOUNTED
H.C. SIGN
A7 N.T.S.
VvA2O08N28004_psI c-store\Cdoes-Revl\28004-A7.dwg, 3/2/2009 11:43:46 AM, Augusto
6" RAISED STUCCO BAND
LT. TEX.Tt#Eb STUCCO TO
MATCH -BLDG. BASE
REAR
6" RAISED STUCCO BAND
LT. TEX.TUqED STUCCO TO .
MATOH BLDG. BASE
STEEL GATES - SEE
DETAIL 9/A-7 BELOW
8* THICKENED
EDGE W/ 1#5
TYP.
MANAGEMENT COMPANIES ANY SPECIAL
OR ADDITIONAL REQUIREMENTS AND 3#5 l'-4"
N011FY ARCHITECT OF REQUIRED
MODIFICATIONS IF NECESSARY. VERIFY W/ SITE PLAN
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DUMPSTER PLAN
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DUMPSTER DETAILS
NOTED
&
D.O.T. FTP 26
H.C. SIGNAGE
PARKING, BY
SEE ENG. DRAWINGS
DISABLED
PERMIT
(STAND OFF BRACKETS
ONLY
AT BUILDING COLS.)
$250 FINE
2"xf STEEL TUBE
EXTENDED INTO CONIC.
,V STEEL PIPE SOLLARD
CONC. FILLED
ENAMEL PAINT VVERIFY COLORS
Ir CONIC. SLAB
t-S-TANDING
16" Dtk CONC,
H.C. SIGN MOUNTING DTL.
A7 N.T.S. (AS MEEDED)
SIDE
NOTE:
ALL DU E BE SELF -CLOSING.
P _R T S
KX
VERI HINGE ADEANAIRPRIOR TO CONSTRUCTION
MASONRY WALL
6" 01k, GATE POSTS SEE DOLLARD (SIM.)
GALV. BOLT ON SURF. MID.
HINGES TYPICAL
(CENTER PIVOT FOR FULL OPENING)
1 1/2' x 1 1/20 x 1/16"
4 DIAGONAL BRACE
PADLOCK HASP 3/480 CANE
EA. GATE TYP. BOLT BOTH GATES
1 1/2" x 18 GA. GALY. METAL ROOF DECK
3 x 4 x 1/4" 4
FRAME 4 SIDES
EACH GATE
GATE DETAIL
�7 1 1/2" = V-O"
+ 6.
-0" (SB8) 8x8 WITH 1 #5 CONT.
STUCCO TO MATCH BUILDING
TYPICAL SEE ELEVATIONS
8" BLOCK WITH 1 #5
IN FILLED CELL 032" D.C.
INSIDE
6" CONC. SLAB
WITH 6X6 10/10 WWM
---------------
Ile 24" 3#5
SECTION
3/8" 1 '-0"
c opl
STUCCO OVER
8" MASONRY
CAULK—
PERIMITER
SEE BUILDING
SECTIONS FOR
ADDITIONAL
INFORMATION
AT BLDG. EXT,
0�2" DRYWALL ON
PT IX2
STUCCO FINISH
SEE ELEVATIONS
1/4' SHIM SPACE
-CORNER BEAD
ALUM DRIP:
CAULK PEMKO' #346A
SET IN MASTIC
SURFACE MTD.
CLOSER TYP.
SINGLE ACTING
DOOR
STOREFRONT DOOR HEAD DTL
3" l'-O"
LINE OF
BLOCK BEYOND —
BOTTOM OF DOOR
WEATHER STRIP
SIM. & EQUAL
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4" SLAB
SLOPED
SEE
PLAN
1/2' PREMi
EXP. JOINT
THICKENED SLAB
EDGE
H. MTL DOOR SILL
A7 3" V-O"
THESE PLANS AND ALL PRoPOSEC WORK
AND SUBJECT TO ANY CORRECTIONS
R! THAT
REQUIRED BY FIELD INSPECTO
MAY BE NECESSARY IN ORDEI TO
COMPLY WITH ALL APPLICABLE ODES.
ALTERNATE
LFSEE
KEYED NOTES
6"0 STANDARD STL. PIPE
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1
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0
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18 0 TOP, BOTTOM, AND CENTER
4
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WEATHER STRIP
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SEE
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EXP. JOINT FILLED
SEE FIN. SCHED.
ALUM THRESHOLD
SET IN BED OF
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THICKENED SLAB
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1 ALL ALUMINIUM WINDOW FRAMES SHALL BE IMPACT RATED AS MFG. BY ARCH ALUMINUM,
VISTAWALL, KAWNEER OR APPROVED EQUAL. FRAMES SHALL BE 1 3/4" x 4" TYPICAL WITH
WHITE ANODIZED FINISH TYPICAL.
2. GLAZING SHALL BE CLEAR, TEMPERED WHERE REQUIRED AND IN THICKNESS AS REQUIRED TO
COMPLY WITH ALL APPLICABLE CODES.
3. STOREFRONT MANUFACTURER SHALL SUBMIT 5 COPIES OF SHOP DRAWINGS SIGNED AND
SEALED TO ARCHITECT FOR REVIEW.
4. STOREFRONT ANCHORING- PER PRODUCT APPROVALS.
5. PROVIDE COMPLETE ASSEMBLIES INCLUDING ALL WEATHERSTRIPPING, SILENCERS, STOPS ETC.
6. ALL HARDWARE SELECTIONS MUST COMPLY W/ A.D.A. AND FACBC.
7. SEE PLANS / ELEVATIONS FOR REQUIRED WIND LOADING TYPICAL.
WINDOWS ELEVATIONS
174- = v-0.
C-4
I
0
CEILING AT 10'
— OPEN —
FAST
— FOOD —
BASE
BEER CAVE
DOOR.
3
BR GLASS IN THIS
OPENING ALONG WITH
NIGHT DRAWER IN
WINDOW ADJACENT
TRANSACTION
COUNTER.
PROVIDE COMPLETE ASSEMBLIES INCLUDE ALL WEATHERSTRIPPING, SILENCERS, STOPS ETC.
ALL WOOD DOORS TO BE PAINT GRADE
ALL H. MTL. DOORS TO BE INSULATED
SEE ELECTRIC PLAN FOR ELECTRIC LOCK LOCATIONS AND SWITCHES
ALL HARDWARE TO BE SCHLAGE OR EQ. MEDIUM DUTY COMMERCIAL GRADE.
VERIFY ALL HARDWARE SELECTIONS W/ ARCH., OWNER SUBMIT CUT SHEETS FOR APPROVAL
ALL SELECTIONS MUST COMPLY W/ A.D.A. AND FACBC
ALL INTERIOR DOORS TO BE PAINTED (VERIFY COLOR)
ALL SELECTIONS MUST COMPLY W1 A.D.A. AND FL. ACCESSIBILITY CODE
FOR BUILDING CONSTRICTION.
ALL DOORS TO BE PAINT GRADE UNLESS OTHERWISE NOTED. (BIRCH
OR EQ. NO MASONITE)
STOREFRONT CONTRACTOR TO SUPPLY REQUIRED ENGINEERED PRODUCT
APPROVALS AS REQUIRED FOR ALL PERMIT APPLICATIONS
SEE I --f--%AEW GLASS WHERE CALLED FOR.
SCHEID.
FINISH HARDWARE ALLOWANCE
S 2,600.00 MATERIAL ONLY
PROVIDE SPEC SHEETS SEE NOTES
KICK ALL INTERIOR DOORS TO HAVE
PLATE FLIP -DOWN DOOR STOP TO HOLD
SEE DOORS OPEN DURING CLEANING
SCHED.
A B c
FLUSH WD STOREFRONT HOLLOW MTL
(NO IHARDBOARD) EQ. ARCH ALUM. FLUSH INSUL
sum
SOF
L — — — — — — — — — — — — — �_ — GYP —
(3) COOLER
DOORS
SINGLES
COOLER DOOR.
ll.�.. �� �I_ . �l 1�
EXTENDS BACK 5' OVER
72" HIGH X 30"
WIDE DOORS
IUAKU
T
PASSAGE
cr-
ELEVATION COOLER AND BEER CAVE
GYPSUM BOARD
SOFFIT
— — — — — — — — — — — — — — — — — —
X
(8) COOLER
DOORS;
UNDER ALLOWANCE 72" HIGH X 30"
MICA CABINETS L 3'o" SWINGING GATE WIDE DOORS
ELEVATION - COOLER & FAST FOOD
Z- I— _31e = V-O"
2
to
04
0
0-1 `0
04
DISPLAY SHELVING AT TRANSACTION
COUNTER — SLATWALL W/ MIN. (3)
SHELVES PER SIDE. VERIFY EXACT
CONFIGURATION W/ OWNER.
(1) BEE
CAVE
DOgR
BEER CAVE
DOOR.
NL.Vr_M rULT%.,'0r. LWILINU VVILK lllf� AMILIA IV or_ ml
FRAME SOFFIT FROM 6" MTL STUDS AF LIGHT FIXTURES TO BE MOUNTED ON UNDERSIDE
25 GA, AT 16" OC COVERED WITH , O�.
1/2' GYPSUM BOARD L CEILING AREA IN 80F HIGH GYP BOARD CEILING ABOVE POLYCUBE.
TRANSACTION TO BE FRP BOARD ON BACK & SIDE
AT 10' AFF WALL OF COFFEE AREA
L POLYCUBE CEILING BEHIND SOFFIT
ENCLOSURE. VERIFY -7 EXPRESSO
W/ OWNER. ALLOW
$15000 IN BASE BID COFFEE CAPP
FOR MATERIAL AND 11 JUILIr F FC7B
LABOR DOOR
11 TO
Eil OFF 0
&
Fl-ol WK .5
ECI T RM 11 _,z
L _JL I i :E m'o
LALL INTERIOR FACES OF CABINETS
THIS ISLAND AREA SHALL HAVE
FLUSH CABINET DOORS AND 1
SHELF INSIDE
MICA CABINETS AND TOP
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MICA CABINETS
AND COUNTER TOP
ELEVATION - TRASACTION
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SIZE
MAT'L
VIEW
WINDOW
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LABEL
MAT
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SET
NO
KEY
SIDE
ROOM
W
H
T
1
B
PR 3'-0"
7'-0"
1 3/4"
ALUM/GL
—
ALUM
HC ALUM
—
EXTR
1
KEY LOCK, CLOSER
2
C
V-0"
6'-8"
1 3/4"
METAL
BR GLASS
METAL
103
2
KEY LOCK, CLOSER
3
A
3'-On
6'-8".
1 3/4"
SC WD
METAL
—
100
3
KEY LOCK. CLOSER
4
A
3'-0'
6'-8"
1 3/4'
SC WD
METAL
—
103
4
KEY LOCK, CLOSER
5
C
3'-0-
6'-8"
1 3/4"
MTL INSUL
METAL
HC ALUM
—
EXTR
5
KEY LOCK, CLOSER
6
BY COOLER COMPANY
6
7
BY COOLER COMPANY
7
8
BY COOLER COMPANY
8
9
BY COOLER COMPANY
9
10
A
3 1-0.
6'-B"
1 3/4-
SC WD
METAL
10
PRIVACY LOCK/ CLOSER
11
A
3'-0'
6'-8"
1 3/4"
SC WD
METAL
11
PRIVACY LOCK/ CLOSER
T-1
NOTE: DOORS 6 SHALL HAVE TIME DELAY BAR
WITH ALARM - STANDARD MORTISE CYLINDER.
DETEK DELAY ALARM OR EQUAL
NOTE: DOOR 6 TO HAVE SIGN ADJACENT DOOR
"DOOR TO REMAIN UNLOCKED DURNING BUSINESS
HOURS"
FINISH SCHEDULE
NOTES:
3 S7.00/SF LABOR & MAT
27 WHITE FISSURED IN
WHITE MTL GRID
9 S3.00/LF
10 $4.00/LF
SEE NOTES TYPICAL
TRANSACTION AREA MIN
I- go"
CABINET NOTES: F ,
CABINETS SHOWN ARE SCHEMATIC IN NATURE. CABINET CONTRACTOR TO VERIFY EQUIPMENT
SIZES AND REQUIRMENTS W/ OWNER AND SUBMILSHOP DRAWINGS FOR REVIEW BY
ARCHITECT AND OWNER PRIOR TO FABRICATION. AEL HARDWARE TO BE OF BE17ER THEN
AVERAGE GRADES AND TO BE SELECTED BY OWNER. ALLOW BABINET ALLOWANCE OF S 12,000.00.
STEEL CABINETS IF REQD BY OWNER TO BE UNDER ALLOWANCE.
TRANSACTION COUNTER:
COLORS TO BE SELECTED. PROVIDE TILE BASE ALL
SIDES. INTERIOR TO BE CLOSED SHELVING. EXTERIIOR SHELVING TO BE RECESSED UNDER
COUNTER TYP. VERIFY UNDERCOUNTER REQM'TS, GLASS CAB. LTG., SHELVING
ETC. WITH TENANT / OWNER PRIOR TO PRODUCING SHOP DRAWINGS TYPICAL.
NOTE: ALL FLOOR SINKS FOR INDIRECT WASTE OF COUNTERTOP ITEMS SHALL BE
ACCESSIBLE THRU REMOVEABLE BASE OR THRU CAB. BOTTOM FOR CLEANING TYP.
SINGLES
COOLER DOOR. NOTE: ALL INSTALLATIONS MUST COMPLY WITH STATE OF FLORIDA HANDICAPPED ACCESSIBILITY CODE FOR BUILDING
CONSTRUCTION AND AMERICANS W/ DISABILITY ACT. PROVIDE SIGNAGE AT DOORS TO COMPLY W/ ALL A.D.A. REQUIREMENTS
SINK.
vEsE PLANS AND ALL PROPOSED 'NO""
10 ANY CORRECTIONS
AND SUBJECI FIELD INSPECTORS THAl
REQUIRED WCESSI IN ORDER To
MAY BE NCE14� ALL APPLICABLE CODES.
COMPLY WIT
RAMS. TYP.
(:�A_ELEEVATION
3,v = l.—oll
SEE FINISH NOTES TYP—
B-165 18" X 34"
MIRROR BY BOBRICK
OR APPR. EQUAL
WALL HUNG
LAV
6"
MAXI
42" & 36" GRAB
BARS 1 1/2-0 1 1/2-
FROM WALL TYP.
NOTE: TANK LEVER
To BE ON ACCESS
SIDE OF W.C. TYPICAL lo
IN)
u_
VERIFY W/ PLAN
CL
p
FINISH FL TYP
FRP BOARD
co
15"
PROVIDE GRAY PREMOLDED
WATER/DRAIN INSULATION TO
ELEVATION MEET A.D.A. REQUIREMENTS
V3le�" = 1'_O
SIMILAR BUT OPPOSITE HAND
ALL MARLITE WALL PANELS TO BE OVER 1/2" M.R. GYPSUM BOARD TYP.
MARLITE TO INCLUDE ALL TRIM PIECES FOR A COMPLETE INSTALLATION.
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04
Iel COMM. NO 28004
01
06-02-08
FLASHING OVER TOP OF TOP OF TRUSS 3'
1300 SERIES 7ROOF 2X CAP AND HIGH WALL BELOW TOP OF PARAPET
PANEL ROOFING AND UNDER 90#
HOT MOPPED SLATE
HIP/RIDGE CAP 12
ROOF CLIP 6" FROM ROOFING ON FRONT
Z CLOSURE CUT TO FIT BETWEEN SLOPE +20, ' W' 5
3
PANEL END 500 BOX PANEL END -ONT - BEADS TOP' 4F PAR-APET$ ...........
PANEL, SET IN 2 CONT. BEADS 30#LL
ASTM D226 30# FELT UL I - - Z@
,7
#10-12Xl" SCREWS OF SEALANT AND CAULKED
(BY ENGLERT) 'MS (S L T GALV METAL ROOFING
(3) PER PANEL VERTICALLY AT SEAMS (SEALANT
rj�Tj HIGH WALL ROOFING OVER 90# HOT MOPPED
ENGLERT HT POP RIVET ONE SIDE PROVIDED BY ENGLERT) TYPICAL BEYOND, ROOFING
1X3 ND 0
UNDERLAYMENT ONLY @ 24" O.C. Z CLOSURE 2;�8 �' w w-'o
FASCIA o It I
DRIP EDGE I m 0
SOLID DECK 5/8' CDX PLYWOOD
1300 SERIES ROOF PANEL ON BACK SIDE OF
TRUSSES, Z
z
TYPICAL ALL PLYWOOD Lu z
POP RIVET ROOFING 5/8' PLYWOOD >:.Jm
ATTACHED TO WOOD
TRUSSES W1 8d RING SHANK <
�: L 3:
GUTTER STRAP AT 30" R 30 BATT INSULATION NAILS AT 4' OC ALONG le
ASTM D226 30# FELT EDGES AND 6' OC IN FIELD m
D.C., FIELD FORM. (BY ENGLERT) <
GUTTER ENGLERT HT L
ROOFING OVER CANT STRIP <.i
UNDERLAYMENT UP WALL AND UNDER WOOD TRUSSES <
7 FLASHING AT MAX, 24' OZ, w >
FASCIA BOARD. SEE SEE FRAMING PLAN 4D
I "Ift I- "o. I
SECTION FOR TRUSS HURRICANE Rim.
CONFIGURATION. JOHNS MANVILLE STRAP 0 a 3: 11
MODIFIED BITUMEN 0 8
ROOFING SYSTEM .0 0
OVER WOOD DECKS +12, 81 0
i -c
TO BE INSTALLED TOP OF MASOWRY
<
RIDGE DETAIL PER NOA#06-0626.4.
EAVE W/ GUTTER DETAIL r5
NTS NTS 1313-16
BOND BEAM
t27'-2 'OR IL AL i
TOP R5
--� r DETAIL LLJ
3 1
3/4' V-0' DETAIL z E2
LL,
1. 11-01
z
0
L)
TOP OF TRUSS 3'
- - - - - - - BELOW TOP OF PARAPET NOTEj 1
[HIGH WALL ENGLERT SERIES 1300 ALUMINUM
ROOFING METAL PANEL OVER W013D
TYPICAL DECKS TO BE INSTALLED PER
NGA#05-0331,01,
+20'-10 1/2' li e
HIGH WALL TOP OF PARAPET0_ YPICAL 5/8' PLYWOOD 0L.
12 ROOFING 12 ATTACHED TO WOOD
5 TYPICAL 15 TRUSSES W/ Scl RING SHANK
H GH WALL ROOFING RTU 30#LL NAILS AT 4' OC ALONG co
T''PICAL J13HNS MANVILLE R 30 BATT EDGES AND 6' OC IN FIELD 2 9
MODIFIED BITUMEN - C40
S
INSULATION
ROOFING SYSTEM Lu
0 1 VER WOOD DECKS ROOFING OVER ICANT I
WOOD D
TO BE INSTALLED STRIP UP WALLI AND I
k NO #0 _0 2
MfiA Z4' 13C SEE— PER =IIOA#06-0626.4. UNDER FLASHINP R-30 BATT 1INSULATION
FRAMING PLAN 3' CANT STRIP I I I a)
1/40/FT I I I 1 1
30#LL I - I \ I I PLYWOOD SLOP
k��4' I m
1_! ROOF ACCES FLASHING
II!I 16m . . . 96E
=Lan
2x4 BLOCKING /� �l
BETWEEN INSULATION @ lx4 CEDAR
TRUSSES 5' WIDE 2x10 CEDAR FASCIA
2x4 CONT BRIDGING - - - - - - - - - - - - - - - - - ACCESS POINTS +1 SMOOTH C)
R-30 BATT AT MAX 24' G.C, 2x6 @ 24' D.C. CONT, 3' VENTED
CONT. 3' PVC SCREEN INSULATION 11 1 1 CHANNEL SCREED FRY
VENT 21-0. Ex4 CONT. HU I 6ICANE m I I OR EQ.
- - - - - --- - - - - - - - - - - - - - - - - 01 c //> STAAP 21-01
a .1 k , +12'-8' T,13.B.
VINYL CONTROL JOINTS t PSI i2Q 051 12sl 2!9 2:9 6mi WSJ % I'las r
PRODUCT NUMBER 1575
CB-16 3/4' STUCCO OVER HIGH -RIB METAL
CB-l( , LATH OVER ONE LAYER OF AN
MAIN A/C TRUNK CONIC BEAK APPROVED WATER RESISTANT BARRIER
LINES RUN BETWEEN (15# FELT) OVER AN APPROVED
------------ �u TRUSSES ABOVE LASTIC HOUSE WRAP TYP, OVER
/8' CDX PLYWOOD ATTACHED
3/4' STUCCO ON BRIDGING
MASONRY, TYPICAL. C8-as RUSS TO TRUSSES WITH B'd RING 0
HANK NAILS @ 4' 0,C, ALONG
DIAGONAL BRACING AT _T_ DGES AND 6' O.C. IN FIELD,
l'-2' RAISED MAX 48' OC +91-41 T.O.B�
D
STUCCO BAND. 0+1 2 4< 0
SEE ELEVATIONS. BB-16
L ACOUSTIC TILE
CEILING SEE 5/8' GYP BD uj
REFLECTED CLG oposf cc
D wcRK
PLAN ALL R UJI I.� LJ
TOESE PIANS At4D -- I O�ZRECJJ014s (n (L
c
133ECI 10 E jzs I
Su 1. 6' 8'-4'
:Ic g4o c"I 2
REQkpEo W FIELD IN I ROER 10
Z:) MW BE t4ECESSARY LE
z 1 0 compol wilvi AP
cu
FOAM FILLED
INSULATION IN ALL
EXTERIOR BLOCK WALLS 0
EQUAL TAYLOR FOAM.
zo 00
<
1#6 IN FILLED CELL
SEE FOUNDATION PLAN.
1/4' TOOLED JOINT TYPICAL, 0 c.)
SEE FLOOR PLAN FOR WALKWAY Wt PRE 'AB COOLER O_ CL
Z Z
JOINT LOCATIONS TYPICAL. MIN, 13VERLAP = 48 0 0
V) (n
PROVIDE 1/2' COMPRESSIBLE BAR DIAMETERS. 5: 5;
FILLER EXPANSION JOINT WITH 4' CONCRETE SLAB
6. 1/2'xl/2' CAP SEALED TO TOP t:
WITH POLYSULFIDE,
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - --- - - -
GRADE LU LLI
ZD - - - - - - - - - - - - - - - - - - ll� CL
Lu 0)
4' CONCRETE SIDEWALK WITH LIGHT
BROOM FINISH. PROVIDE 6x6 10/10 WWM lid r<
(u m 04 0
�u 0 <
REINFORCEMENT, SEE PLANS FOR SLOPE z
AND JOINT CONFIGURATIONS, MUST 0
COMPLY WITH FACBC AND ADA
Li 00
REQUIREMENTS FOR ACCESSIBLE ROUTE (n 04
(2% SLOPE MAXIMUM - USE 1.5% FOR SEE FOUNDATION
DESIGN TYPICAL). PLAN SHEET
S'xl2' DEEP THICKENED EDGE
TYPICAL W/ 1#4 CONT� CROSS SECTION A-9
1\ �_9 1/2'
COMM. NO 28004
W:\2008\28004_psl c-store\Cdocs-Revl\28004-A9.dwg, 009 4:54:27 PM, Augusto U4-U /-U9
GENERAL NOTES
CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXISTING
CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES OR OMISSIONS WHICH WOULD
INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK.
THESE CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC ONLY, IT IS NOT
THE INTENT OF THESE DOCUMENTS TO SHOW EVERY DETAIL OF
CONSTRUCTION. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL
FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE RETAIL
STORE AS INDICATED ON THESE DRAWINGS.
ALL DIMENSIONS, SPECIFICATIONS, AND NOTES PROVIDED HEREIN SHALL
BE VERIFIED BY EACH CONTRACTOR PRIOR TO PERFORMANCE OF THE
WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE
A17ENTION OF THE ARCHITECT.
CONTRACTOR SHALL MAKE NO CHANGES WITHOUT WRITTEN APPROVAL
FROM THE ARCHITECT OR TENANT,
ALL WORK SHALL CONFORM TO THE LATEST REQUIREMENTS OF ALL
APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES.
GENERAL CONTRACTOR SHALL COORDINATE AND OBTAIN ALL PERMITS
REQUIRED TO COMPLETE THE CONSTRUCTION OF THE WORK AS INDICATED
ON THE DRAWINGS.
GENERAL CONTRACTOR SHAH INCLUDE IN THE BASE BID ALL FEES
ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT, INCLUDING BUT
NOT LIMITED TO PERMIT FEES, SUB -CONTRACTOR PERMIT FEES AND (IF
REQUESTED) IMPACT FEES .
CONTRACTOR IS TO PLAN THE CONSTRUCTION PROCESS AND PROCEED IN
A MANNER WHICH WILL CAUSE THE LEAST IMPACT ON THE ADJOINING
COMMON AREAS, IN ORDER TO MINIMIZE INCONVENIENCE TO THE TENANTS.
MATERIALS OR SYSTEMS SHALL BE INSTALLED ACCORDING TO EXACT
MANUFACTURER'S INSTRUCTIONS.
ALL NEW CONSTRUCTION MUST MEET FACBC & ADA BARRIER FREE
REQUIREMENTS.
GYPSUM WALL BOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE
LATEST EDITION OF THE UNITED STATES GYPSUM 'GYPSUM CONSTRUCTION
HANDBOOK'. ALL GYP. BD. ON PLUMBING WALLS IN REST ROOMS AND IN
MOP SINK CL. TO BE MOISTURE RESISTANT.
GENERAL CONTRACTOR SHALL COORDINATE & INSTALL ALL NECESSARY
BACKING SUPPORTS FOR CABINETRY SHELVING, TOILET ACCESSORIES,
PLUMBING AND UGHTING FIXTURES, ETC.
CONTRACTOR SHALL VERIFY FINAL SELECTION OF ALL FINISHES WITH
TENANT/OWNER.
CONTRACTOR SHALL COORDINATE WITH OWNER ALL WORK AS INDICATED
ON PLANS AND ANY ATTACHED SPECIFICATIONS.
CONTRACTOR SHALL VERIFY WITH OWNER REQUIREMENTS FOR ALL
EQUIPMENT BEING SUPPLIED BY TENANT,
FIRE EXTINGUISHERS SHALL BE PROVIDED BY GENERAL CONTRACTOR AND
LOCATED AS REQUIRED BY CODE DURING CONSTRUCTION AND AFTER
CONSTRUCTION IS COMPLETED.
��'S
HNS MANVLL'
MANVILLE MODIFIED
[
U
BITUMEN ROOFING SYSTEM OVER
0 C T
WOOD DECKS TO BE INSTALLED
:PER
r
NOA#06-0
PER NOA#06-0626.4.
OVER HIGH -RIB METAL
I
LATH OVER ONE LAYER OF AN
APPROVED WATER RESISTANT BARRIER
F3/4"STUCCO
(15# FELT) OVER AN APPROVED
#
PLASTIC HOUSE WRAP TYP, OVER
P S C US P YP 0
/a " COX PLYWOOD ATTACHED TRUSS
5/8" COX PLYWOOD ATTACHED TRUSS
0 T SS WIT
TO TRUSSES WITH 8" DRING SHANK
8 1 0 S
NARS 0 4" D.C. ALONG EDGES AND
6" 0 C IN FIELD
C6`NT.SEALA�NT��
ST12
METAL SNAP -IN FLASHING AND
RECEIVER FLASHING
5/8" PLYWOOD SHEATHING
SECURED TO FRAMING AT 24"
D.C.
CONT, 4" PREFORMED CANT STRIP
BUILT-UP ROOFING SYSTEM PER
PROJECT SPECS.
DETAIL
1 1/2" V-10"
2'-0"
3/4" STUCCO OVER HIGH -RIB METAL
LATH OVER ONE LAYER OF AN
APPROVED WATER RESISTANT BARRIER
(15# FELT) OVER AN APPROVED
PLASTIC HOUSE WRAP TYP, OVER
5/8" CDX PLYWOOD ATTACHED TRUSS
TO TRUSSES WITH 8"d RING SHANK
NAILS 0 4" O.C. ALONG EDGES AND
TS9
STUCCO DRIP
1" RAISED STUCCO 3,
BAND. SEE
ELEVATIONS.
3/4" STUCCO ON -
MASONRY. TYPICAL.
I" RAISED
STUCCO BAND.
SEE ELEVATIONS.
THRESHOLD COMPLYING W/ FACEIC
AND ADA REQUIREMENTS, 1/2"
ALUMINUM SADDLE TYPE
HIGH MAX.
PROVIDE 1/2- COMPRESSIBLE
FILLER EXPANSION JOINT UNDER
SILL W/ 1/2"xl/2" CAP SEALED
TO TOP W/ POLYSULFIDE VERIFY
LOCATION OF DOOR
STOREFRONT ATTACHMENT
1/8" PITCH 0 WALK TYP
7'-0"
4" CONCRETE SIDEWALK WITH LIGHT BROOM FINISH —
TYPICAL, PROVIDE 6x6 10/10 WWM REINFORCEMENT
TYPICAL. SEE PLANS FOR SLOPE AND JOINT
CONFIGURATIONS TYPICAL. MUST COMPLY WITH FACEIC
AND ADA REQUIREMENTS FOR ACCESSIBLE ROUTE (2%
SLOPE MAXIMUM - USE 1.5% FOR DESIGN TYPICAL)
12
51
ENERGY CODE NOTES:
WALL CONSTRUCTION R-VALUES BASED ON THE FOLLOWING:
COREFILL-500 FOAM INSULATION R-4.9 PER INCH
8" STANDARD BLOCK WALL WITH ALL CELLS FILLED PER
MFG, INFORMATION - R=14.2
8" STANDARD BLOCK WALL WITH CONC. FILLED CELLS
R=2,9 (PER ENERGY EFFICIENCY CODE FOR BUILDING CONST,
FL/COM)
FILLED CELLS
AT 24" 0,C. (WORST CASE) = 33% OF WALL
AVG. R-VALUE OF WALL = .65xl4 + .35x2.9 = R-10 AVG.
EXTERIOR GLAZING:
STANDARD GLAZING MINIMUMS - U-1.1 SC 1 VLT .89
+27'-O"±
TRUSSES 0 MAX 24" 0
SEE FRAMING PLAN.
R-30 BATT INSULATION
�CB16
LA
C828
loommom
12
51
2x4 BLOCKING
5F_�
R-30
INSULATI ATT
8
ON
WOOD T�USSE AT
, t. S
MAX 24 OC �EE
FRAMING PLAN
20 WOOD BRIDGING
0 MAX 24" O.C.
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
C op
4" CONCRETE SLAB W1 6x6 10/10 WWM
REINFORCEMENT OVER 6 MIL
POLYETHYLENE VAPOR BARRIER ON
COMPACTED FILL.
SEE FOUNDATION
'A PLAN
STI
STANDING SEAM METAL
ROOF, TYP.
METALROOF SYSTEM OVER 30#
ROOFING PAPER, 5/8" PLYWOOD
SHEATHING W1 10d. NAILS 0 4" O.C. 0
EDGES AND 6" O.C. 0 FIE�Ly( TYP.)
PRE-ENGINEERED WOCC
TRUSSES, TYP.
SHED DRIP EDG
PREFINI' R�
BY Roc NG ONTRA, OR.
C C Ol
L
'10
COLOR M ATCH MEAL
ROOFING
1X3 FASCIA
2XlO FASCI
3" CONT. VENTED
PERFORATED SOFF14 J4-
SYSTEM, TYP.
3/4" LIGHT TEXTURED
STUCCO OVER HIGH-RIP78
METAL LATH OVER ONE
LAYER OF AN APPROVED
WATER RESISTANT BARRIER
(15# FELT) OVER AN
APPROVED PLASTIC HOUSE
WRAP TYP, OVER 5/8"
CDX PLYWOOD ATTACHED
TRUSS TO TRUSSES WITH
8"d RING SHANK NAILS @
4" O.C. ALONG EDGES AND
6" O.C. IN FIELD.
RTU
DETAIL
1 1 0
3/4' STUCCO OVER HIGH -RIB METAL
LATH OVER ONE LAYER OF AN
APPROVED WATER RESISTANT BARRIER
(15# FELT) OVER AN APPROVED
PLASTIC HOUSE WRAP TYP, OVER
5/8" CDX PLYWOOD ATTACHED TRUSS
TO TRUSSES WITH 8"d RING SHANK
NAILS 0 4" O.C. ALONG EDGES AND
JOHNS MANVILLE MODIFIED
BITUMEN ROOFING SYSTEM
OVER WOOD DECKS TO
BE INSTALLED PER
NOA#06-0626.4.
"STS
4
--------------------
ACOUSTIC TILE
CEILING
00
C-4
CROSS SECTION
1/2' - V-O"
TRUSS SPRING POINT
24'-0" AFF
0
z
z
UJ z
AJ
I
p
0
0
j
<
Mg.
FLO"
gtl
he 0
M <in
<!MT
Lw;
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g
0
0
0
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0
uj
Ld
u
x
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(n a.
n
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5;
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Lu
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SHEET
A-10
COMM, NO.
28004
W:�2008\28004_pslc-store\Cdocs-Revl\28004-AIO.dwg,4/6/20094:45:20PM,Augusto 04-07-09
Larkin Industries, Inc. Model: EO
114 David Green Rood (Exhaust Only with
limning1r,arn Front Perforated
Pl'orle. Alabama 35244
o5-987-1535 Supply Plenum)
Fax: 1-205-987-0583
Toll Free: 1-800-322-4036
All Hoods Built In Accordance W41h NFPA-96, NSF, ICC,, ETIL Listed.
X Uj� CO
HA LLAR
SUPPLY COLLAR
ATTACHINAEl
12"
IJ 11 1 UL LISTED LIGHT STAINLESS STEEL
24" FILTER PERFORATED PANEL 24"
REMOVABLE
GREASE TROUGH
R MOVABU
GREAS CUP -7—
AIR SPACE 3" 48"
Camilmous t1oluld-119111 WaIdad Comatruclion
Grorlso-Tight Construction LABELS METL LISTED (Conforms to ANSI/UL-710)
Fire ACIVOIad Gamper
Multi -glad, Fin Actuated Dommsst 0 NSF
Rwilsho-Porfwalffid COMMI
HOOD SIZE
CFM REQUIREMENTS
HOOD REQUIREMENTS
OTY: I
EXHAUST: 1400
CFM 0 .500
S.P. DO WALL 0 END TO END
Size: L= 7' x W= 4B" x H= 24" SUPPLY: 1300
CFM 0 .125
S.P. OTHER: 450 DEG ETL LABEL
Size: L- x W=
x H= OTHER:100 CFM
SP 0 COLLAR
MATERIAL REQUIREMENTS
DALL S/S
(ZIS/S WHERE EXPOSED
0 ALUMINIZED
[3TRI BLEND
TYPE:
TYPE: 430
GAUGE:
OTHER:
GAUGE:
OTHER:
GAUGE:
GAUGE: 18
POLISH:
POLISH: #4
FILTERS
LIGHTS
COLLARS CONTROLS
MALUMINUM
ONONE QUANTITY: 2
MINCANDESCENT
0 NONE
[@ EXHAUST:
E31 SW VOLTS: PH�
llxI1 M 2 SIN CONTACTORS:
M S/S
OTHER:
[)RECESSED
M SUPPLY:
24%10 1713 SW STARTERS:
OFLUCRESCENT
OTHER:
[34 SW OTHER:
ACCESSORIES
OVOLUME DAMPER
M BACK STAND OFF IM 3" El 4" r_1 6"
M FIRE CABINET: M RIGHT SIDE 0 LEFT SIDE
OFINISH BACK
[j RH, END STAND OFF 17 Y C3 4"
0 6"
R1 WALL SPLASH PANEL:
0 INSULATED FULL
0 LH, END STAND OrF 0 3' [14'
0 6"
(9) iCLG TRIM PANEL: 1 9US608
E31NSULATED FRONT
C30OUBLE WALL CONSTRUCTION
OTHER:
DATE: 06/29/06 JOB: L-168848
LOCATION!
NOTE: TWIN OIL.
Larkin Industries, Inc.
114 David Green Rood
Birmingham, Alabama 35244
Phone- 1-205-987-1535
Fax: i-205-987-0583
Toll Free: 1-800-322-4036
_T
48�
12"
1
Larkin Industries, Inc.
11"4 David Green Road
Birmingham. Alabama 35244 LOREN COOK
P,,,one- 1-205-987-1535 FAN VCRNCR-HP
F�x: 1'-205-987-0583
Tait Free: 1-800-322-4036 UPBLAST AND HIGH PRESSURE UPBLAST
rrNT;?iFtirAl ROOF VENTILATOR
Le,,, Cow Comp" Ndlilas that VIC vot-HP shown
herein ore licensed to beer the AUCA SR& The filli"99
shown am added an test Coal 01"WIt" Ponlot""'t 'R
ocoxfoonco, with AMCA Publication 211 and AMCA Pubricallar
311 and COM94 With the ol 'he AMCA
C*flifiqd nall'"99 ptogloffl.
That Type VCR -HP is larmiahoo Standard with UL 762 Wing
iqmr vgnjiloot too Restaurant Exhout% QPPIiCffM/yZl'W) fth"
I.,mishrol with raclory supplied mmolot
The Typo VO—lito is lo",Ighed standard Alm CUL t3ling
(Pawor Ventilator lot Restagoont Ellhoust awlafteft) whom
fumilhad with faelory Rupplied Motor.
�,trIL161,,ki NAr&
T
SHIP
ROOF
S17ZET
7A
a
C
G
SQ.
Wr. LESS
MOTOR
OPENING
SQUARE
120
19-1 16
30 16
28 1 4
2
20
61
15 1/2
135
19-1 16
3 fI
28 5/8
20
66
15 1 F2
150
20-15/16
4 17
2 1/4
2
24
1!�
7111-15 16
4 1 11
1/
0: 3/4
2
4
83-
19 1/2 1
24 13 15
771
35 7/8
3
30
1
25 1/2
24-13 16
�9 7/16
3/8
3
30
1 0
25 1/2
210
25-15/16
45 1/4
38 3/8
3
30
220
25 1/2
- 15/15
45 1/4
38 3/8
3n
2 2
25 1 2
28-1 9
49 1 4
41 1/16
1
264
25 1/2
70
8-1/2
49 1/4
41 1/1
3
35
2
31 1 2
300
49 15/16
-1
36
31 1/2
330
1
37 1/2
365
1 4
52 7 16
3
42
Qu
37 1 2
F402
-
4
_;1 I 1/1�
1 3
148
484
1.43 1/ . 2
44
47-3
76 1 4
57 3/16
1 3
1 54
490
44-5/15
115 1 /4
1 00 1/ lu
I
I �"
I -
I ., -j
ALL DIMENSIONS IN INUHL�i, VVILtUMIZ, ON rVVINVal
e�ir Cno r4lomlz IZ110131117n RY (�.00l< ONLY.
k�T Sq.—I L G
LEGEND
ACCESSORIES
1. GALVANIZED CURB
2. DISCONNECT SWITCH
3. EXTENDED VENTED BASE
4. EXTENSION CURB
5, HINGED BASE
6. GREASE TERMINATOR
7. GREASE TROUGH
MOTOR TYPE
STD - STANDARD
2SP - 2 SPEED
mifta.
I
NNOWNMMO
NNE,
sm
MMMIMIEENN
I
DATE: 06/29/06 JOBt L-168545
LOCATIONi
Plan Vlew
T
-0-
24'
10.
HOOD CONFIGURATION
MWALL 0 HOODS BACK TO BACK
OISLAND 0 HOODS BACK To BACK END TO END
01HOODS END TO END I@ 01HER C01LARS L 205E—
DATE: .06/29/06 JOB: L-168848
LOCATION:
NOTE: TWIN OIL
7'
NOTE: TWIN OIL
Ak
THESE PLANS AND ALL PRC
AND SUBJECT TO AW C11
REQUIRED BY FIELD INSP
MAY BE NECESSARY IN
COMPLY WITH ALL APPLIC
cil V:_ C
12" i
LEGEND
SUPPLY COLLAR
UGHTS EXHAUST COLLAR
SWITCH PANEL E;�p HANGER I7___1
)0
ED WORK
,RR
CTIONS
:�T
RS THAT
:)R
ER TO
kPILL
CODES.
Larkin IndustOes, Inc.
1 T4 David Green Road
Birmingham, Alabama 35244
Phone, 1-205-987-1535
Fr,x: 1-205-987-0583
Toll Free: 1-800-322-4036
A
AIRS
SUPPLY FAN
FFEATORES:HEAVY GAUGE SCREWED TOGETHER HOUSING,EASILY REMOVABLE COVER -CONSTRUCTED OF
P T"RES' V'
G L
ALVANIZED VEE (PAWING NOT REQUIRED), DOUBLE INLET SUPPLYSLOWER, BELT DRIVEN, MOUNTED ON
VIB V T IZ 1 0 T L R AND FAN DRIVES -FACTORY MOUNTED DISCONNECT SWITCH@PERMMENT
5 L
VIBRATION liNsulAATORS *CAST IRON MOTO
tUB�IC 10 T 4 B U RIJ EANABLE ALUMINUM MESH - ETL usTED
LUBRICATED BEARINGS a CL FILTERS C) SIDE
0
OPTION CC SSI
OPTIONAL ACCESSORIES: A) AUTO BACK DRAFT DAMPERS B) MOTORIZED BACK DRAFT DAMPER
I- DISCHARGE D) WALL MOUNT BRACKETS E) STARTERS F) ROOF CURBS G) EXTENDED INTAKE
I---------- D
C
F
r ------ A
E I ROOF CURB
------ 12" T
TR ALL
12�9FTJ
NOTE: DOUBLE INLETS ON AIRS 15 & ARS 18
R nne rl lot
OOF CURB
FAN CURB
DIMENSIONAL DATA SIZE FILTER
SIZES
MODEL A 5 t; n G H I
ARS 9 24" 24 30" 25" 1 OV 11 18- 1 23" 23 x x
AIRS 10 34" 34- 35 30' 1 IV 13 18, 33" 33" t2) 15XZDxl
ARS 12 34" 34' 3 5 "" . 13*" 15 a- 33" 3 - ) 16x25xl 12-
34" 34' 35" 1 33. 3 4) 1 6x25x I
AR 1 4 42 3" 30" 18k 214" 41' f4) 20x25xl
AR 20 52 AC 9 § 46" 1 9
FAN MOTOR
MARK MODEL VOLTS
SF I ARS-9 9 1 1300 1.1251 1 60 115
DATE: 06/29/06 J013: L- 168848
LOCATION:
Larkin Industries, Inc.
114 David Green Road
Birmingham, Aloban'13 35244
Pl_,,�e� If 205-987-1535
rox. _ 05-9B7-0583
Toll Free: 1-800-322-4036
NOTE: TWIN OIL
OPTIONAL
HPE ACCESSORIES
___FF 1 1-7
STD
A011111910MMAk
SLOPE ROOF CURBS qu Amtpw 1-Ar
FOR FAN$ 10 i
QUANTITY' I
OUANTITY'. I
FAN MODEL: ARS-9
I
QUANTITY.
FAN MODEL:
QUANTITY:
FAN MODEL
FAN MODEI .: 120V48
DIMENSIONS:
DIMENSIONS:
DIMENSIONS;
DIMENSIONS.
DI 23"
DI =
DI =
DI 19-
02 19"
D2 23 a
D2 =
02 =
D3 24"
03 12"
D3 -
03 =
DATE: 06/29/06
LOCATION:
440 ROOF PITCH NEEDED FOR SLOPE ROOF CURBS "'
01 __� 02
JOB: L- 166846
NOTE: TWIN OIL
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EXHAUST HOOD DETAILS- A-1 1
CONTRACTOR SHALL PROVIDE SIGNED AND SEALED EXHAUST HOOD
DESIGN TO OWNER FOR APPROVAL INCLUDING FIRE SUPRIESSION COMM. No.
0
SYSTEMT PRIOR TO BEGINNING OF WORK. Ala It �1441f IN= 28004
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06-02-08
STRUCTURAL NOTES
CONSTRUCTION:
1. ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING
CODE 2004 W1 AMENDMENTS, COUNTY AND LOCAL AMENDMENTS AND
REQUIREMENTS. ACI 318-94, AISC MANUAL OF STEEL
CONSTRUCTION, PROJECT SPECIFICATION AND CONSTRUCTION
DOCUMENTS.
2. GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS FOR
CONFORMANCE WITH PLANS AND SPECIFICATIONS. NOTIFY
ENGINEER OF ANY VARIATIONS PRIOR TO PROCEEDING.
3. GENERAL CONTRACTOR SHALL COORDINATE ALL ARCHITECTURAL,
ELECTRICAL AND MECHANICAL WITH STRUCTURAL PRIOR TO
PROCEEDING. ANY DEVIATIONS OF STRUCTURAL DETAILS MUST BE
CONFIRMED IN WRITING 13Y THE ENGINEER PRIOR TO PROCEEDING.
4. VERIFY PLAN DIMENSIONS IN FIELD AND NOTIFY ENGINEER OF ANY
DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
5. CONTRACTOR SHALL SUBMIT CERTIFICATION FROM SOIL ENGINEER
TO VERIFY 2,500 PSF SAFE SOIL BEARING VALUE.
SUPERIMPOSED LOADS
MAXIMUM WIND VELOCITY - 140 MPH EXPOSURE "C"
WIND IMPORTANCE FACTOR - 1.0
BUILDING CATEGORY 2
INTERNAL PRESSURE COEFFICIENT 0.18
LL = 30 PSF ROOF
DL - 25 PSF
ENCLOSURE CATEGORY = ENCLOSED
DATUM:
TOP OF I ST FLOOR SLAB IS INDICATED ON PLANS. (SEE PLANS AND
SCHEDULES). SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LIMITS
OF FLOOR FINISHES. MASONRY OPENINGS, AND ALSO RECESSES.
DIMENSIONS:
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE LOCATIONS IN
MELD AND CORRELATE WITH SHOP DRAWINGS AND CONSTRUCTION
NOTIFY ENGINEER OF ANY
DOCUMENTS PRIOR TO CONSTRUCTION.
DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
CONCRETE:
NORMAL GRADE
1. CONCRETE SHALL REACH MINIMUM ULTIMATE STRENGTH F'C 3000
PSI MIN IN 28 DAYS FOR SLAB ON GRADE, COLUMNS,
BEAMS, AND STRUCTURAL SLABS UNLESS OTHERWISE NOTED ON
PLANS AND SCHEDULES.
2. SLUMP AND CYLINDER TESTS (ASTM C-31) SHALL BE MADE BY AN
INDEPENDENT TESTING LABORATORY. PROVIDE 5 TESTS WITH EACH
CONCRETE POUR AND/OR EACH 50 YO OF CONCRETE PLACED. SLUMP
0 POUR SHALL BE 5 IN MAX. (6- FOR PUMP MIX USED IN FILLED
CELLS). NO WATER IS TO BE ADDED ON THE JOB SITE.
3. CONTRACTOR SHALL SUBMIT COPIES OF MIX DESIGN TO ENGINEER
FOR APPROVAL.
REINFORCING:
REINFORCING STEEL SHALL BE DEFORMED, NEW BILLET STEEL ASTM
ALL SPLICES TO BE IN ACCORDANCE WITH CHAPTER
A615 GRADE 60.
12, ACi 318-94, UNLESS OTHERWISE NOTED. FABRICATION AND
PLACING OF STEEL SHALL BE IN ACCORDANCE WITH 1983 CODE
STANDARDS AND PRACTICE PROCEDURES. FABRICATOR SHALL SUBMIT
SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. FABRICATOR
SHALL COMPENSATE FOR FACE SHELL THICKNESS AS REQUIRED WHEN
CUTTING STEEL FOR MASONRY UNITS.
COLUMN NOTES:
1. ALL COLUMN BARS SHALL LAP 5" X BAR NUMBER UNLESS OTHERWISE
NOTED. SPLICE TO OCCUR IN LONG FACE OF COLUMN AND/OR
INSIDE OF CONTINUOUS BEAM STEEL.
2. ALL COLUMN STEEL MAY BE SPLICED AS INDICATED ON DRAWINGS.
3. CONCRETE COVERAGE OVER REINFORCING SHALL BE 1-1/2- CLEAR
TO TIES (UNLESS OTHERWISE NOTED); 1.25" FROM INSIDE OF
FACE SHELL ON BLOCK COLUMN.
4. COLUMN BARS SHALL TERMINATE WITH 90 DEGREE HOOK AT ROOF.
SEE DRAWINGS FOR ADDITIONAL DETAIL.
FORMWORK:
1. SHORING AND BRACING PROCEDURES SHALL FOLLOW THE
"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK% BASED UPON
AMERICAN CONCRETE INSTITUTE STANDARD ACI 347-68.
2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF
RECORD DEPICTING SHORING, RE -SHORING, AND RELATED WORKS
FOR REVIEW. THESE SHOP DRAWINGS SHALL BE SIGNED AND
SEALED BY SHORING SPECIALTY REGISTERED ENGINEER.
TRUSSES
SHOP
1. CONTRACTOR SHALL SUBMIT M ENGINEER OF RECORD
DRAWINGS DEPICTING DESIGN, CONNECTION TO ROOF AND LAYOUT
OF TRUSSES,
2. THE SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY FLORIDA
REGISTERED ENGINEER.
REINFORCED AND STANDARD LOAD BEARING MASONRY:
1. ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY
REGULAR SIZE BLOCK. COLUMN BLOCK OR OTHER MASONRY UNITS
MANUFACTURED IN CONFORMANCE WITH ASTM C90 AND PROJECT
SPECIFICATIONS. THESE MASONRY UNITS SHALL PROVIDE A
MINIMUM PRISM STRENGTH rM - 2000 PSI IN 28 DAYS AS
DELIVERED TO THE JOB SITE. CONTRACTOR IS TO PROVIDE
ENGINEER A CERTIFICATION FROM BLOCK MANUFACTURER,
2. ALL GROUTING USED SHALL BE COARSE MASONRY GROUT WITH A
MINIMUM COMPRESSIVE STRENGTH = 3000 PSI IN 28 DAYS.
3. TYPE M OR S MORTAR SHALL BE USED EXCLUSIVELY ON THIS
PROJECT, AND PROPORTIONED AS OUTLINED UNDER ASTM C-270.
HOLLOW UNITS SHALL BE SHALL BE LAID WITH FULL MORTAR
COVERAGE ON HORIZONTAL AND VER11CAL FACE SHELLS, EXCEPT
THAT WEBS SHALL ALSO BE BEDDED IN ALL COURSE OF COLUMNS,
IN THE STARTING COURSE ON FOOTINGS, AND AT GROUTED CELLS.
HORIZONTAL AND VERTICAL FACE JOINTS SHALL BE SHOVED TIGHT,
MORTAR PROTRUSIONS EXTENDING INTO CELLS OR CAVITIES (THAT
ARE M BE REINFORCED AND GROUTED) SHALL BE REMOVED. ALLOW
MINIMUM 24 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING.
SEE ARCHITECTURAL DRAWING FOR JOINT TREATMENT (AS
REQUIRED), SEALING MASONRY UNITS. ETC.
4. MASONRY CONTRACTOR SHALL PROVIDE 9-GA 'LADDER' TYPE
"DUR-O-WALO HORIZONTAL JOINT REINFORCEMENT AT ALTERNATE
COURSES (16" C/C). TYP. ALL WALM DUR-O-WAL SHALL BE
CONTINUOUS, WITH A MINIMUM SPLICE OF 6". PROVIDE PREFAB
TEES AND CORNER SECTIONS AS REQUIRED. ALL UNTEL
REINFORCING BARS SHALL EXTEND NOT LESS THAN 24" BEYOND
EACH SIDE OF ALL OPENINGS. CONTRACTOR SHALL RETAIN THE
SERVICE OF AN INDEPENDENT TESTING LABORATORY AND/OR
CONSULTING ENGINEER TO PROVIDE TESTING IN CONFORMANCE WITH
THE PROVISIONS OF PLANS, PROJECT SPECIFICATIONS AND
BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES
AND COMMENTARY BY ACI 530.
5. MASONRY CONTRACTOR SHALL LAY BLOCK UNITS SO AS TO ASSURE
TIGHT HEAD JOINTS AND SNUG BED JOINTS FOR SHRINKAGE
CONTROL WATER TIGHTNESS. ALL ADJUSTMENTS TO BLOCKS NOTED
ON PLANS SHALL BE SAW CUT, SEE MECHANICAL DRAWINGS FOR
LOCATION OF CONDUrr.
STRUCTURAL STEEL
1. STRUCTURAL STEEL TO BE ASTM A-36 FOR ANGLES, SEAMS. AND
PLATES, FABRICATED AND ERECTED PER LATEST AISC
SPECIFICATION. ALL TUBE / PIPE COLUMNS SHALL BE CONCRETE
FILLED AND CONFORM TO ASTM 500 GRADE 8 FY = 46KSI.
SHOP DRAWING NOTES:
SUBMIT TO ARCHITECT FOR REVIEW SHOP DRAWINGS, PRODUCT DATA AND/OR SAMPLES FOR ITEMS USTED BELOW,
INDICATING METHOD OF CONSTRUCTION, DETAIL LAYOUTS, DIMENSIONS, DIAGRAM, SCHEDULES, BROCHURES, COLOR
SELECTION CHARTS OR CHIPS, AND OTHER DATA AS REQUIRED TO FULLY EXPLAIN THE INTENDED MATERIAL, AND
INSTALLATION TO ALLOW SELECTION OF COLOR OR FINISHES.
CONTRACTOR TO ALLOW ONE TO TWO WEEKS FOR REVIEW DEPENDING ON SUBMITTAL. DELAYS AND OR CHANGE
ORDERS WILL NOT BE ALLOWED DUE TO LATE SUBMITTALS BY THE CONTRACTOR.
THE SHOP DRAWING SUBMITTALS ARE REVIEWED AS A 'COURTESY' BY THE ARCHITECT.
THE REVIEW IS NOT INTENDED TO BE CONSTRUED AS AN APPROVAL OF ANY KIND, AND SHALL NOT BE THE BASIS
FOR CHANGES OR DELETIONS FROM THE CONTRACT DOCUMENTS. CHANGES OR DELETIONS SHALL BE FIRST
SUBMITTED TO THE ARCHITECT IN WRITING PRIOR TO THE SUBMITTAL OF THE SHOP DRAWINGS, ALONG WITH THE
REASON FOR THE REQUEST,
1. THE FOLLOWING IS A LIST OF ITEMS WHICH NEED TO BE SUBMITTED FOR REVIEW.
(SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS)
A. STRUCTURAL STEEL.
B. WOOD TRUSSES.
C. STOREFRONT SYSTEMS.
D. PLUMBING FIXTURES AND TRIM. (AS APPUCABLE)
E. HVAC EQUIPMENT. (AS APPLICABLE)
F. LIGHTING FIXTURES.
G. ELECTRICAL DISTRIBUTION EQUIPMENT (SWITCHBOARD PANELBOARDS)
H. PRE -FABRICATED MASONRY TRIM.
1. PRE -FABRICATED E.F.I.S, TRIM.
J. FABRIC AWNINGS AND FRAMES.
6' x 6' - WIA x W1.4
REINFORCING
SCORE
UNE
v__r
111601
204 REBAR
SON
SECTION
UREBARS CONTINUOUS FROM FWTER
INFORCEMENT TO TOP OF MASONRY.
SEE PLANS FOR LOCKMONS,
#6 REBARS TO RUN THROUGH BOND VA.
SEALED 1/2' FUU. DEPTH EXPANSION MATERIAIL (TYP-)
1.
SEE CIVIL 3-
Lo
SLOPE 2% C FLOOR
SEE CIVIL
30 FINISHED FLOOR
MMAX.
:-
i:r�. - 4c
2. ALL ANCHOR BOLTS SHALL CONFORM M ASTM A-325 BOLTS WITIH
DOUBLE NUT LEVELING FOR COLUMNS. ALL SPLICE AND
CONNECTION MATERIAL SHALL CONFORM M ASTM A-325 BOLTS WITH
WASHERS (UNLESS OTHERWISE NOTED).
3. BRACING (AISC) SECTION 1.25. THE EREC11ON OF STEEL FRAMING
SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS
DEFINED IN SECTION 7 OF THE AISC CODE OF STANDARD PRACTICE
AND TEMPORARY BRACING SHALL BE INTRODUCED WHEREVER
NECESSARY TO ACCOMMODATE ALL LOADS SUPERIMPOSED ON THE
STRUCTURE, INCLUDING EQUIPMENT AND THE OPERATION OF SAME.
SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE
REQUIRED FOR SAFETY.
4. ALL SPLICE AND CONNECTION MATERIAL SHALL CONFORM TO AM
A-36. ALL FIELD SPLICES SHALL BE WELDED.
5. ERECTION BOLTS MAY BE USED FOR ALIGNMENT.
6. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER FOR
REVIEW PRIOR TO FABRICATION.
'. a
10 MIL VAPOR BARRIER
LINE OF THICKENED SLAB EDGE
UNDER STOREFRONT AT FRONT
END
LIGHT
BROOM
FINISH
r
4-
PROCEDURAL REQUIREMENTS:
COORDINATE SUBMITTALS WITH THE PROPOSED SCHEDULE AND THE ACTUAL PROGRESS OF WORK.
USE SEPARATE TRANSMITTAL FORMS FOR EACH SUBMITTAL.
STAMP AND SIGN THAT COORDINATION AND APPROVAL HAS OCCURRED IN ACCORDANCE WITH ARTICLE 3.12 OF THE
GENERAL CONDITIONS A-201. NOTIFY A/E IN WRITING, DENOTING ANY DEVIATIONS FROM THE CONTRACT
DOCUMENTS; OTHERWISE PLACE THE STATEMENT "SUBMITTAL IS PER PLANS AND SPECIFICATIONS" ON THE
TRANSMITTAL FORM.
SUBMITTALS WITHOUT SIGNED APPROVALS OR SUBMITTALS WHICH ARE INCOMPLETE, CONTAIN NUMEROUS ERRORS,
OR HAVE ONLY BEEN CHECKED SUPERFICIALLY. WILL BE RETURNED FOR RESUBMISSION.
ARCHITECTS REVIEW OF SUBMITTALS DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR DEVIATIONS FROM
CONTRACT DOCUMENTS UNLESS CONTRACTOR HAS SPECIFICALLY INFORMED ARCHITECT IN WRITING OF SUCH
DEVIATION AT TIME OF SUBMITTAL,
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR QUANTITIES. DIMENSIONS AND MISCELLANEOUS NOTATIONS
WHICH MAY BE SHOWN ON THE SUBMITTALS.
SaMISMARM CMW%M FOR THIS PROJECT SHOWING ACTUAL DETAILS,
EL MLNRj FROM UE51UN UKAWINUS.
7
SHOP DRAWINGS - PROVIDE ONE REPRODUCIBLE COPY AND ONE BLUELINE PRINT FOR REVIEW.
CLEAN SAND
FILL
EXIT SECTION
r--e
V-1
r
- - - - - - - - - - -
----
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0 32" OC
MAX
I
In DEEP SAWCUT JT
P SAWCUT JT
1" DEE
TERMITE
I
I<A
5174#111
SEALED 1/2" FULL DEPTH
EXPANSION MATERIAL
(TYPICAL ALL SIDES)
6* x 6' WIA x WIA
REINFORCING
8* X go X 16" COMMON BLOCK
w
1#6 DIA BARS CUNT
FILL CELLS W/ 3000 PSI CONC
TYPICAL
COLUMN DETAILS
4 #6 VERT & #3 TIES
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16,
q
FOUNDATION SCHEDULE
MARK
SIZE
REINFORCING
LENGTH
WIDTH
DEPTH
CONT.
2*-0"
12"
(2) #50 BOTT. & (1) #50 TOP
(1) #5 CROSS WAYS 0 24- OC BOTT
B
CONT.
3'-0'
12"
3#5 0 SOTT & 2#50 TOP
(1) #5 CROSS WAYS 0 18- OC BOTT
C
CONT.
I
2'-6-
1
12-
�3) #5 BOTT & (2) #50 TOP
1) #5 CROSS WAYS 0 24' OC BOTT
D
4'-0-
5'-Ou
1
16w
(6) #5 BOTTOM LW &
(5) #5 BOTTOM SW
CONT.
1 12-
(5) #5 SO TTOM LW &
(5) #5 BOTTOM SW
F
NOT USED.
G
NOT USED.
12'- 10b 7'-4* 13'-7* TO
PROPERTY
LIGHT
BROOM LINE
EJ FINISH
5 IL - - - - - - -- - - - - - - - L - - - - - - -
ml a - - - - - - - - - - - - - - - - - -
to i J. J�
(2)
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iESE PLANS AND ALI. PPOP(�-SFD WORK
AND SUBJECTTO ANY CORRECTIONS
REQUIRED BY FIELD IN�ISIECTORS THAT
MAY BE NECE.,ZARY I,, ORDER TO
=PLY WITH ALL APPLICABLE CODES.
<
4" CONCRETE SLAB NTH 6x6 V)
10/10 WWM REINFORCEMENT P.
OVER 6 MIL POLYETHYLENE
VAPOR BARRIER ON
COMPACTED FILL.
REQUIRED
3
(D
- - - - - - - -
- - - - - - - - - - - - - - - - - - - - -
A
>
5'X5' CONC PAD W/ 6X6
10/10 WWM & 80
THICKENED EDGES, UGHT--
BROOM FINISH.
#1 0 32" OC MAX
-- - - - - - - - - - - - - - - - - i
- - - - - - - - - - - -- - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
GENERATOR SLAB TO BE 4"
CONCRETE SLAB WITH 6x6
10/10 WWM REINFORCEMENT.
L- - - - - - - - - - - -
Foundation Plan
1/4 1 1-00,
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CONNECTOR SPECIFICATIONS
MANUFAMRER COMPENENT CONNECTOR PRODUCT UPLIFT CONNECTOR LATERAL LOADS CONNECTOR CAPACITY GENERA
APPROVAL # MAX CAPACITY Fl F2 Fl F2 NOTES
HaVTiON
W 3/4-
0 SIMPSON GIRDER TRUSS ANCHOR iOLT TO FL474 6722 111 10980 111 UPLFT LOADS
CONC BM & (16
10d TO GIRDER
SVPSON
E
CONCRETE BEAM SCHEDULE SIMPSON SIDE TRUSSES ETAl 2 FL1901 980 111 1265 111 UPLIFT LOADS
W/ 7-10d Xl 1/2 in
4D
MARK SIZE ELEVATION TOP OF BM SIMPSON
LTAl FL1463 1420 # 1420 450 # 1180 # 485 # 1425 111 0
CB16 8'XI6- CONC BEAM W/ 2#6 CONT T & 8 12'-8" W/ 12-10d Xl 1/2 41 ---- - -- 0
& #3 TIES 0 24" OC I ID ro
SIMPSON MAIN TRUSSES SIMPSON HHETA20 FL1901 2235 111 2235 - - - - UPLIFT LOADS I I
W/ 12-10d Xl 1/2 1 1
CB28 ONC BEAM W/ 4#6 CONT T&B l'-4" (D
8"X28" C SIMP IN Z
LT�O
1 FL1463 _1�p�450 1 "0 485 1425 111 LATERIAL LOADS
& #3 TIES 0 12" OC
.,I?- IL2
d ?Ll z
I�L z
8816 8"Xl 6" BOND BEAM W/ 2#5 9'-4" SIMPSON HM9KlO FL125 462 111 595 111 UPUFr LOADS Uj
CONTINUOUS. W/ 4-SDS 1/4 X OID
1 1/2 TITEN TO TRUSS
ILO
J
W1 5 SDS 1/4 X IL :f
1 3 , /4 11TEN TO CONC BM 001)
HIP TRUSS SIMPSON HHETA20 2191 # 2925 # UPLIFT LOADS
SIMPSON FL1 901
W/ 12-10d X1 1/2 ....... 0.
0 (A 4
Ln,
SIMPSON MAIN TRUSSES SIMPSON HHETA20 FL1901 998 2235 111 UPLIFT LOADS Ll . ...... ... 0 IL
PRECAST LINTEL SCHEDULE W1 12-10d Xl 1/2 w > ii.-
MAX MAX SIMPSON 0
MARK LOAD LINTEL
SPAN CAPACITY LTA 1 FL1463 1020 # 1420 111 450 111 1180 111 485 # 1425 111 -ATERIAL LOADS - - - cq 10
W1 12-10d Xl 1/2
iz
1 17
0
fAl 1485#/LF 8'-B" CASTCRETE BF6-19 1818#/LF SIMPSON HM91<10 FL125 763 # 850 UPLIFT LOADS 0
W1 4-SDS 1/4 X 0
1 1/2 TITEN TO TRUSS It
W/ 4 SIDS 1/4 X <
1 3/4 TITEN TO CONC BM 111- 21 SUB WE AT
Tower Roof FraminAg ORNERS U
1/4" 1 0-00
16.0 SF 0 53.39 = 854�3,## THESE 4S AND ALL PROPC--
24.0 SF 0 72.22 = 1733.3 111 SED WORK
8.00 SF 0 88.7 =710 # AND SL.;,:JJECT TO ANY CORRECTIONS
E2997.6 UPLIFT ON 'H' 1 REQUIRED BY FIELD INSPECTORS THAT ah
It
MAY BE NECESSARY IN ORDER 10
COMPLY WITH ALL APPLICABLE CODES. 0 0
z
w
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2'-0" 13'-7" 13'-7" 2 -0"
z
Ulm 0
CB16 TOB 0 12'-8" BB16 TOB 0 12'-8" C816 TOB 0 12'-8N CB16 TOB 0 12'-80
BB16 TOB 0 g'-4" CB28 8 *+U-�=4� Sim 14 C816 MB 0 10'-4" BB16 ME 0 g'-4"
A
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CB IF\ vf -i'J,
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1 1 150# 1 1 1 1 1 956#-1 .1
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0 0
A 4
[I LU H J�
CB I 11�110E A FIR bEER Ckit I F.A. 1 FlI
(3) (2) 1 COMPMR COMPR
OVERHANG OVERHANG -fb, - li-i w
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CB M
- 148.5 TYP. -88.7 TYP. 56i 56i 0
AT TOWER AT TOWER m
w
(2) (2) (3) 1 1 CE3 T T T mcot*
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(3) U=sw 11 Q
LU
OVERHANG OVERHANG OVERHANG D 0
OVERHANG -i x
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- - - - - C13 8 LU
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to
(DIb 7 N
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NET ROOF UPLIFT PLAN (PSF) U 8
C13
TRIB WIND SPEED 140
CB 7B-
MARK AREA
(FT-2) WIND LOADS
2b Ic (3) 1 a 10 27.41 -43.61
OVERHANG. lb 20 24.97 -42.39
-148.5 CB
le 50 21.74 --L-40.77 8
01 11 1 1 1 HOOD
(2) ld 100 19.31 -53.39
OVERHANG I RHAN 50 21.74 -72.22
(2) 2a 103 <
OVE G EXH
-88.7 -88.7 78 13.0 SF 0 91.93 1195.1
FA
2b b 6.70 SF 0 148.5 995
- MMM I I I
3� 30 NOTE: 4== 13
I - - - G G 2190A III UPUFr ON
1. ADJUSTMENT FACTOR FOR BUILDING CORNER 'G'
(3)
OVERHAN (2) (3) CF J'UA jUll LUB UB
-148.5 -88.7 -1415.5 2. OVERHANG CALCULATION BASED
G OVERHANG OVERHANG HEIGHT AND EXPOSURE 1.35 8 A-cql�
UPON 1609.6.5 AND TABLE 1609.6C, `77 1 1 1 i -
2004 FBC. 101-01, 20.0 SF 0 53.39 = 1067.8 CB16 TOB 0 12'-8" 0
BB16 TOB 0 9'-4" 1
20.0 SF 0 133.72 = 1274.4
4.00 SF 0 88.7 = 355 DBL 2X SUB BASE AT z
ALL CORNERS C-4
8'-0' 2697.2 111 UPLIFT ON 'F'
14'-7" 20'- 10" 5'-0" 14'-7" IL
Uj
60*-Oft V-0-
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Roof Pressures Roof Framing Plan OWOUCCO004
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3 �z% 0 1 28004
W:\2008\28004_psl c-store\Cdocs-Revl\28004-S-2.dwg, 319/2009 5:45:46 PIV, richard
Truss Design Criteria: F5C 2004 /`TPI 1-02
Wind Deslan Criteria: ASCE 1-02
I 5ottom Chord dead load
C, j
CJ
C �
TOLUER TO 5ET ON TOP
OF AI,AIAA15,AIG TRU55E5
1� -
A
18'2' WALL TO WALL
18'0'8 AIG TO AIG 'OUT TO OUT'
VJA
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AIG TRU55F-8 14ELD IN 3/4'
2Xro TOP CHORD R155ON
16111 11 5. 1, 20'10' V - 7P 16,11
2Xro TOP CHORD
2Xro TOP CHORD R
a
I � I 11� 1� - `
I- I I -- � � I � I �
Do*
tie=
31V-10 1/2'
3/4'
�4
T TRUS DETAIL
R 155 �ETAIL
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAI
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES,
�6i
1E
FILE COPV
2V-8 1/4'
FIELD 5RACING is not the responsibllft� of
the truss fabricator, truss designer, nor
plate manufacturer. Truss erector& are
cautioned to seek, professional advice ros-
garding erection loracing which is alwags
required, to prevent toppling and clominoing
during erection, and permanent bracin
iq �which ma� be required In specific applica-
Eons. Truases shall be erected and Fastened
in a straight ano plumb position. Trusses
shall be handled with reasonable care during
erection to prevent excessive damage or
personal fnjur�. fWer to 5CSI 1-03 for info
See engineering for connections, mailing
schedules, gi1rcier plies, etc.
E5e---arlre 4-4dof!�JI-It 6c-hisc;lulos
All walls shown on this la�out are bearing
ANNAM-W2112V AFF
N 22V AFF
"111�'TFZUS5 OUT LINE
NOTE: Truss reactions and uplift calics are
provided for the JOI5 ENGINEER OF RE-
C:ORr.> or the JOB ARCHITECT to accurately
provide for connection of the roof to the
supporting structure. L)ssigners of support-
incl connections are SOLELY responsible For
the IntecIrW4 of their product.
WGUS
THA j
Irod 0.162'dla x 3-1/2'
EJACK 1001 0.148'dla x 3'
THJA26 I x 1-1/2' = 0.146'clia
L HNG 5Y 4TI-ANTIr- I
3/4'
Truss to truss connections listed ak7ove
are Included in the contracted price. Harlem
needed which exceed the capacftg of 116tec
hangerio can boo supplied as an added cost
This drawing Is the sole source for Fabrication All other connections are BY OTHERS
of trusses and voids all previous architectural Date Revisions
or other lagouts. Approval of' this 149out to --
required before anS work can be done. V
Please verIFS truss placement, directions,
e)/Icj/Oe MOVED AIG TO E2GE OF WAL
dimensions, bearing conditions, pitches, shapes, ADDED Al TW55 FOR ODD5F
overhangs, and heel heights. Carefull� checking
this plan NOW can save lcoatl� repairs and
alterations later.
With �our signiture gou are giving ATLANTIC
TRU56 CO. LTD the 'OK' to build these trusses
as the� are shown on this la�out - unless TRU55 DESIGN PROFE55IONZL
I;
otherwise noted, I
5�401`= DR,4UJINCz AF`f=R0V,4L
Approved 5�:
TITLE:
Date:
,*Requested Tru55 Delfver�*#
We must receive this approval 2-weeks prior to
requested deliverg week. This I& autholzation
to build and ship trusses the week specified
5h[p Week of
provide olap and special dellvoor� instructions
4e NC)TBFC�) F-1
?Rr=1v`leE ANM F;PEEeUI!5t-TIT D
FZE=-C.'QUE=-STI=-C:> C-c=�f=IMS
TRUSS TRAD
EWWNESRW3 nACEMENT
RA51ED SEALED ..... —.. I I QTY 7 QTY
FLAT SEAL-- . ........... -= OTY FIQTY
NO 5EAL ....... - . .......... - ......... EIQTY [�] OTY
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mom
3UN17M LLC__j
9500 WEST ATLANTIC AVE.
DELRAY BEACK FL 33446
661-499-1090
1BUILDING I
SAINT LUCIE 4 CAYUGGA AVE
FT. PIERCE
X- �Vff-
1/4'u V- 0' SAT
N/A
PROVIDE CUP
HOLDER AND
FLAT BOTTOM
CUPS
MODEL HWSFABF BARRIER —FREE, WALL MOUNTED, SELF—CONTAINED, 7.7 GPH, ELECTRIC WATER
COOLER IS PERFECT FOR COMMERCIAL APPLICAMONS. IT FEATURES FRONT SOFT MUCH
SELF —CLOSING PUSH SAR. PUSHING DOWN ON FRONT PUSH BAR ACTIVATES THE WATER FLOW.
THE REFRIGERATION SYSTEM IS BALANCED M PROVIDE LOW ENERGY USAGE AND A LONGER LIFE
ASSURED BY UTILIZING A HIGH DISPLACEMENT COMPRESSOR, A COUNTERFLOW COOLING
FWRATZIC CIT CAPILLARY SIZING. A LARGE CAPACITY DRYER —STRAINER, AND A
Coo W
,4S rRWTr, MAXIMUM HEAT EXCHANGE A WIRE SERVICE CORD AND POLARIZE
PLUG ARE FURNISHED. 115V. 60 HZ. ENVIRONMENTALLY FRIENDLY R134A REFRIGERANT IS
GAUGE STEFL WITH A FINGERPRINT RESISTANT BRUSHED STERLING VINYL COVERING THAT PROVIDES
A SMOOTH. UNBROKEN. PROTECTIVE FINISH OVER THE ENTIRE CABINET WHICH IS EASY TO CLEAN
AND MAINTAIN. THE CONTOUR DESIGN OF THE COOLER TOP ENSURES PROPER DRAINAGE AND
PREVENTS STANDING WASTE WATER. THE STAINLESS STEEL MP WITH BRIGHT FINISH RESISTS
STANS AND CORROSION. A FACTORY INSTALUED OLASSFILUER CAN BE MOUNTED ON THE BACK OF
THE COOLER TOP. CAPACITY IS BASED ON ARI STANDARD RATING CONDITIONS OF WF INLET
WATER TEMPERATURE, 90`F ROOM TEMPERATURE, 50f DRINKING WATER TEUPERATLIRIE. MODEL
HWSFA$F IS DESIGNED TO MEET THe AMERICANS WITH DISABILITIES ACT. HAWS MANUFACTURES
DRINKING FOUNTAINS, ELECTRIC WATER COOLERS AND ELECTRIC DRINKING FOUNTAINS TO BE
LEAD—FREE BY ALL KNOWN DEFINITIONS INCLUDING ANSI/NSF STANDARD 61, SECTION 9.
CALIFORNIA PROPOSITION 65 AND THE FEDERAL SAFE DRINKING WATER ACT. COMPONENTS:
BUBBLER HEAD: MODEL 0005383900, CHROME PLATED, LEAD FREE BRASS BUBBLER HEAD. VALVE:
MODEL 0001715002, LEAD FREE WATER CONTROL VALVE ASSEMBLY THAT INCLUDES AN EASILY
REPLACEABLE CARTRIDGE. FAN MOTOR: MODEL HP0003253408, FAN MOTOR WITH
SELF—LUBRICATING BEARING FOR A MAINTENANCE —FREE LIFE EVAPORATOR CHILUERi MODEL
HPCO26148—SP, EVAPORAMR/CHILLER DESIGN COMBINES COUNTERFLOW COOLING WITH EFFICIENT
BONDING OF THE REFRIGERANT AND WATER COILS FOR MAXIMUM HEAT TRANSFER. THE ALL
COPPER CONSTRUCTION MEETS GOVERNMENT AND COMMERCIAL SANITATION REOVIREMENTS.
EMPLOYS TOTALLY ENCAPSULATED CONSTRUCTION OF HIGH EFFICIENCY EPS FOR MAXIMUM
INSULATING CHARACTERISTICS. THERMOSTAT; MODEL HP0005951371, POSTIM SENSING
THERMOSTAT FOR CONTROLLING TEMPERATURE OF EVAPORAMR/CHILLER STOWE WATER. IT is
FACTORY SET AT BOOK ADJUSTABLE + — S'F. COMPRESSOR: MODEL HPAAOOGOS, HERMETICALLY
SEALED, POSITTVIE START 1/5 AIR COMPRESSOR WITH LIFETIME LUBRICATION AND BUILT—IN
OVERLOAD PROTECTION. SYSTEM COMPLETELY SEALED AFTER DEEP EVACUATION, DEHYDRATION, AND
PRESSURE TESTING AT 250 PSIG. 12OV. 60HZ. OP71ONS: (ADDITIONAL COSTS MAY APPLY) GLASS
FILLER: MODEL H3130, PUSH LEVER OPERATED, SELF —CLOSING, POLISHED CHROME —PLATED
BRASS. DECK MOUNTED, GOOSENECK COLD WATER GLASSFILLER FAUCET. GLASS FILLER: MODEL
M3139, PUSH DOWN PLATFORM OPERATED, SELF —CLOSING, POLISHED CHROME —PLATED BRASS.
DECK MOUNTED, GOOSENECK COLD WATER GLASSFiLLER FAUCET. FILTER: MODEL 6426, 12" X 2",
IN—UNE LEAD REMOVAL ELEMENT THAT REDUCES LEAD FROM INCOMING WATER SUPPLY To LEVELS
BELOW 15 PPS FOR UP TO 500 GALLONS. FILTER HAS A MAXIMUM FLOW OF .5GPM. THEREFORE,
ONLY I BUBBLER MAY BE OPERATED AT A TIME ON DUAL UNITS.
117-19
143*0"-4" 1
equipment,periniftred In sWed am
(a)
Spout Height and
Knee Clearance
(b)
Clear Floor Space
not to exceed
rounWn dqpM
....................
................
(C)
FreerStanding
Fountain or Cooler
..................
0
L:
. . . . . . . . . . . . . . . .
(d)
Bulivin
Fountain or Cooler
ft 27
Drinking Fountains and Water Coolers
r-
3'
VTR
3'
4"
GREASE TRAP TO BE
GAL IN UNLOADIN11. si
WITH TRAFFIC UD.1
TO QREASE
VIL
FORN 4" GCO'
UAION TO SANOAR)
4' GCOY -
3/4� HB
I I
L
Plumbing Plan
IL0170 L.-M I
L0770
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— — — — — — — — — — — — — —
SE PLANS AND ALI P
NDSu6jECjr0 f�op('�SFr')W!)RK
REQ AN' kRECT10i
UIRFD pfao I � V\�
SSARY PECT RS THAT\
L MAY IE NECE,
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PLY *1TH ALL APPL SL�
ES
L — — —
L
-J
L/
3" -JL -JL -JL -J'L 11 JjL -JL v
COOLER TO BE
THRU 1" LINE I
ON EXTERIOR
24" ROUND X 24" DEEP
CONC PIPE FILLED WITH
CRUSHED STONE. PROVIDE
CONC CAP.L.
1
b-N\
3VD
r'T ±Ij HS-2
15"X15" S�-� ;
STL HAND SINK IpCO
IN-COURTER I
TOP. VERIFY
WITH OWNER
EM DRAIN PAN
W/ 3/4-
DRAIN TO EXTR.
ER HS- 1
3"FS
2"V
3'
JAN-
L--------- t
FD
--- ��17F7
/-I' WATER OVERHEAD TO
RESTROOM, DELI AND
L ---WQRKROQM- PRUDE-3/4--
SHUT OFF VALVE TO EACH
AREA FROM I" SUPPLY.
(3
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3/4- LOOP TO ISLANDS
AND AIR/WATER. SEE
SITE PLAN FOR
LOCATIONS
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3/4- P T RELIEF
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3/4'
j
WATER FI R TO BE
bUffUL BY OWNER
AND IN YIED BY
0
CONT OR
3/4' VALVE IN
w
0
BOX IN PLANTER
3 4" HB
Uj
(n IL
1 1/2-
SEE CIVIL
I VALVE IN PLANS FOR
BOX IN PLANTER CONTINUAION
1/4's = V—O"
NORTH
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VV:=08\28004_psI c-storekCdocs-Rev1 \28004-P-l.dWg, 302009 10:25:25 AM, AUgUSt0
COMM. NO.
28004
03-06-09
TO RESTROOMS
%3/4"
13/4" HS-2
H8 <*
73/4' SHUT
OFF VALVES
1 /2" % Z 1
3/4' TIE TO SUPPLY
3/4' AT DELI WALL
3/4' H/BL
/4- SH
[3 7 LIT
0 LV S 3/44
OFF VALVEIS % %
3/4- GATE
VALVE
HOSE SIB AT
WEST END OF BLDG
TE
VALVE
WATERHAMMER ARRESTOR A
AS PER 2004 1
FBC-PLUMBING 604.9 3/4"
3/4-1 L- 1%
[*'->3/4'
I" CW SERVICE TO BE UR-1
FIELD VERIFIED PRIOR 1/2'
TO INSTALLATION. WATER METER. TO BE SUPPLIED 01--001
By THE
BY THE GENERAL CONTRACTOR
S EE CIM
EE CIVIL ENGINEERING PLANS RESTROOM AREA < DF-1
TO WORK ROOM &
AND SODA BAR
3/4'
30,0 SHUT
0 VALVES
3/4"
HB
TO SITE HB'S
SEE SITE PLAN
3/4-
Water Riser
3" VTR
A
3#1
2#
2# VTR
SEE CIVIL
PLANS FOR
CONTINUAION
2#1
1
w4z-p 1
Plumbino Risers
. --1
13/4'
TIE TO SUPPLY
AT DELI WALL
--"3/4' 1 EXPANSION TANY
1/2' PER 2004 FBC.
PLUMBING CODE
TIE TO SUPPLY .3/4" SECTION 612.
AT DELI WALL
T To
0
RESTROCIMS 3 HS-1
TO SITE HB'S COMP WATER
SEE SITE PLAN SINK HEATER
EXPANSION TANil
PER 2004 FBC
PLUMBING COD
r
n.. 2 .
),3
C,4
�C
OMP
SINK
AREA
JAN
ICE R4 SIN IN
MAKE
.04 C4
WORKROOM
2" VTR
A
2#1
1
1
GREASE RISDER DIAGRAM
SEE CIVIL
PLANS FOR
CONTINUAION
NTS
THESE PLANSAND ALL
AND PROPOSED 1pK
SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPEc
MAY BE NECESSARY IN TOPS THAT
ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
IAN
SANITARY RISER DIAGRAM
PROVIDE OWNER WITH CUT SHEETS OF ALL FIXTURES
PRIOR TO PURCHASE FOR HIS REVIEW AND APPROVAL
WATER
SUPPq
I
PLUMBING FIXTURE
H
C
HS-2
HAND
1505 ST. STEEL W/ GOOSENECK
0
0
SINK
FAUCET COMPI ETE W/ STRAINER
wc- 1
H.C. W.C.
EQ. AM. STAND. EL. CADET, 2108.408
0
WHITE, W/ WHITE OPEN FRONT SEAT
EQUAL AM. STAND. PENLYN, WHITE, W/
0
0
L-1
LAV
RELIANT 2385.332 FAUCET SET COMP,
HEAVY DUTY WALL HANGER
PROVIDE HC HANDLES IN HC RESTROOMS
I
HS-1
HAND
SINK
ADVANCE TABCO 7-PS-60
0
0
WH-I
40 GAL
A.D. SMITH DEL-40, 40 GAL WATER HEATE
0
WATER
W DBL ELEMENT & 10 ��R
JAN-1
JAN.
-CL.- MUSTEE MODEL 63 C P2__-
!E
0
0
SINK
W/ FAUCET, HOSE,,& MOP HANGER
SK-1
SINK
SUPPLIED BY OWNER
010
SK-3
3 COMP.
SINK
SUPPLIED BY OWNER
0
0
UR-1
URINAL
EQ. AM. STAND. ALLBROOK 1.0 URNINAL
-2
0
WHITE, W/ SLOAN ROYAL 186-1 VALVE
F.S. - FLOOR SINK 1/2 GRATE LIGHT DUTY - MED. SUMP
F.D. - FLOOR DRAIN BRASS SQUARE PLATE
NOTE: PROVIDE TRAP PRIMERS AT ALL FLOOR DRAINS
AND FLOOR SINKS AS REQUIRED.
PLUMBING NOTES:
ALL FIXTURES OOR APPROVED EQUAL" SUPPLY SPEC. DATA
NO SUBSTITUTIONS W/O PRIOR APPROVAL
NOTE: SUPPLY ALL FAUCETS. STRAINERS, BASKETS, ETC. FOR
COMPLETE ASSEMBLY. ALL HOT WATER PIPES ABOVE GRADE TO
BE INSULATED. INSULATE HOT WATER & DRAINS 0 H.C. BATHS.
ALL FIXTURES IN H.C. RESTROOMS TO COMPLY WITH ALL
APPLICABLE ACCESSIBILITY CODES AND STANDARDS.
GENERAL PLUMBING NOTES:
IN GENERAL ALL WORK OF THIS TRADE MUST COMPLY WITH STANDARD
PLUMBING CODE AND ALL OTHER LOCAL CODES IN EFFECT.
ALL HOSE BIBBS SHALL BE PROVIDED WITH VACUUM BREAKERS AND
SHUT OFF VALVES.
ALL OUTSIDE CLEANOUTS SHALL BE BROUGHT TO GRADE WITH COVER.
PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES.
ALL UNDERGROUND WATER PIPING SHALL BE COPPER TYPE L ALL OTHER
WATER PIPING SHALL BE COPPER TYPE M.
ALL FLOOR DRAINS AND FLOORSINKS SHALL 13E SELF PRIMING TYPE.
ALL WATER TO ICE MAKER AND ALL OTHER FOOD TO GO EQUIPMENT SHALL
BE FILTERED. SEE PLAN FOR FILTER LOCATION.
3' VTR
JIL
3'1
WC-1
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NTS
COMM. NO 28004
W:\2008\28004_psl c-store%Cdocs-Revl \28004-P-I."g, 3/=009 10:27:04 AM, Augusto 03-06-09
PLUMBING SPECIFICATIONS
A. It Is the intent of these specifications to define the work and materials typically installed
by a Plumbing Contractor. However, It Is not intended to deflne a subcontract between
the Plumbing Contractor and General. The General Contractor Is responsible for the
entire project and any questions regarding scope of work shall be directed to the
General Contractor.
B. Work shall Include all labor, materials, fixtures, equipment tools and service necessary
for Installation, testing and adjusting of all mechanical systems sholl be furnished and
installed In compliance with the Drawings, Specifications, and any Addenda thereto.
C. Drawings and Specifications shall be understood to cover, according to their intent and
meaning, complete mechanical systems. Work shown and not specified, or work
specified and not shown shelf be performed as though mentioned In both.
D. Minor items and accessories reasonably Inferred as necessary for the complete and
proper operation of any system sholl be provided by contractor or subcontractor for
such system whether or not they are specifically called for.
E. Before submitting a bid, the Plumbing Contractor Is to coordinate with the
utility company to ascertain, In detail, the division of work, and the extent of performance
by the Utility Company shall be furnished and performed by the Plumbing Contractor.
1. If well end septic, contractor shall coordinate with General Contractor and
review civil drawings to coordinate his scope of work.
F. All work shall be performed or Installed in strict accordance with Standard Plumbing Code
all applicable rules, regulations and codes of local state and Federal Governments having
lawful jurisdiction, and each contractor and subcontractor shall be responsible for such
compliance.
G. Fees for permits, Inspections, patent use, royalties, etc. shall be paid by the contractor.
1. Furnish all equipment and personnel and conduct all tests required to
secure approval of the Installation.
2. Any repairs or changes required to secure the approval of the installation
shall be done at no additional expense to the Owner.
H. All work $Ihall be Installed In accordance with the appropriate codes and satisfy the local
Inspector having jurisdiction,
1. Furnish all equipment and personnel and conduct all tests required to
secure approval of the installation.
2. Any repairs or changes required to secure the approval of the Installation
shall be done at no additional expense to the Owner.
1. Upon completion of each part of the mechanical system, the contractor shall demonstrate
to the Engineer that each Item on that system is installed with proper covers, safeties,
controls, etc., and that all ore In proper working order.
J. A set of "red -lined" mechanical drawings shall be carefully maintained at the job site.
Actual conditions are to be put on the drawings In red on a daily basis so the drawings
will continuously show locations and routings of piping, ducts, grilles, equipment, valves,
and any equipment specified on the drawings or In these specifications.
K. Equipment and materials shall be new and meet or exceed specification requirements.
1 . All product shall be current model for which replacement parts are available.
L Acceptable manufacturers are listed, additional manufacturers may request approval
for their products up to 10 days In advance of bid. Engineer may require supplemental
Information prior to accepting or requesting an alternate.
M. All work shall be performed in compliance with OSHA regulations.
N.. Shop drawings and product data shall be submitted on all :quipment, fixtures, etc.
I Sumittals shall Include all equipment to be installed by th subcontractor and all
submittals must be made at same time.
2. Each package must have the General Contractors review stamp prior to submittal.
3. The Engineer will review one submittal and one resubmittal; subsequent
resubmittals may require a review charge to be paid by subcontractor.
4. Shop drawings shall be labeled in the same designation as the drawings
0. Job conditions shall be inspected to determine prior to bidding In the foliowing manner:
1. Site visit to detemnins:
a. Existing conditions.
b. How and where materials will be delivered and stored.
c. Special problems encountered during construction.
2. Examine all Contract Drawings and Specifications to determine:
a. Type of construction to be used.
b. How construction or work will affect the work of this Section.
c. Nature and extent of work of other trades.
P. Failure to determine existing conditions or nature of construction will not be considered as
a basis for granting additional compensation.
0. Installation
1. Contract Drawings show the orrongernents and sizes of principal apparatus and
devices to be provided under this Contract and connection thereto. These shall be
followed as closely as actual building construction will permit,
2. Dimensions of work as Indicated on Plans are not guaranteed to be as -built d
dimensions.
3. No measurements shall be scaled from Drawings and used as definite dimensions
for layout or fitting work In place.
4. Layout of equipment, as shown on the plans, shall be checked and exact location
determined by dimension If equipment approved by the Architect.
5. Consult the DrcwIngs for all dimensions, locations of partitions, sizes of structural
member, foundations, etc.
6. Do not make final layouts until shop or equipment drawings are approved and job
conditions verified.
R. Excavation and Backflll:
1. Plumbing Contractor shall coordinate with General Contactor to determine the
extent or has work regarding excauction and backfill.
S Rough -in:
i. Contractor shall rough -In for all equipment, fixtures, etc, In building
whether or not such equipment is furnished by this Contractor or by Owner.
2. Determine In advance the location and size of all openings and choose
necessary for proper Installation of all work and have openings and
chases provided during construction.
3. Install all Inserts for hangers and supports of mechanical work and
4ecLuipment work as general construction progresses.
. Rough -in openings In masonry or stud walls shall be cut, not broken or chiseled.
5. Sleeves shall be required at all points where piping posses through concrete
walls, slabs or masonry wells; sleeves Installed below grade or where
subject to high water conditions shall be Installed watertight,
T. Coordination:
1. Work shelf be coordinated between all Contractors, Subcontractors, Installers,
Suppliers, Trades, etc., to:
a. Insure a neatly fitted Installation.
b. Determine the nature and extent of the work of others.
c, Eliminate Interferences.
d. Maintain maximum headroom and clearances.
2. Any Interference which develops or is foreseen and cannot be resolved by the
affected trades, etc. shall be handled as follows:
a. Cease Installation of that portion of the work which Is In conflict as no
additional compensation will be allowed for any relocation, etc.
b. Continue work only an other portions of the work which are not in
conflict.
a. Notify the Architect Immediately.
d. Architect's decision shell be final as to any relocation, rerouting, removal,
etc.
e. No additional compensation will be allowed for removal, relocation, repairs
or changes required by Interferences.
U. Clear away all debris, surplus materials, etc., resulting from work on operations, leaving
job and equipment in clean first-class condition,
V. Where factory finish Is provided on equipment, all marred or damaged surfaces shall be
touched -up or reflnishad hereunder as approved.
W. All plumbing fixures shall be thoroughly cleaned of all plaster, stickers, rust stains, and
,other foreign matter. and be left ready for use.
X. Surfaces of all floor drains, cleanouts and other equipment shall be cleaned and left in first-
class condition.
CHLORINATION OF DOMESTIC WATER LINES
A. Disinfection of all water piping which shall carry potable water or any other piping
connected thereto which Is not separated by a backfiow preventor.
B. Disinfection shall be chlorine. either In the form of hypochlorite solution or In the form of
compressed gas applied through on approved cholorinator.
C. After completion of all tests, replacement, and repairs, all water supply systems shall be
thoroughy flushed with water to remove sediment and/or debris.
D. Begin disinfection only after flushing system.
E. The system shall be filled with a solution containing 50 parts per million available chlorine
end allowed to stand for twenty-four hours, or as required by local authorities,
whichever Is greeter.
F. During Chlorination all valves and equipment shall be operated to Insure that chlorine
reaches all parts of the system.
G. Following disinfection oil treated water shelf be flushed from the system through Its
extremities until the quality of water delivered Is comparable with the quality of the public
water supply and satisfactory to the public health authority having jurisdiction.
H. Disinfection and flushing shall be repeated If samples taken daily over a period of three
days show that water quality is not being maintained.
1. Samples shall be taken only from tops located and Installed In such a manner that they will
not contribute any contamination.
J. Samples shall not be drown from hydrants or through unsterilized hose.
K. If disinfection and flushing hoe been repeated three times and water quality cannot be
maintained, the Architect shall have the authority to require disassembly of piping 08 he
shelf deem necessary to determine the cause of contamination.
1. Any disassembly, cleaning or repair shelf be at no additional expense to the Owner.
2. Disinfection, flushing and testing shall be repeated upon reassembly of the piping.
PIPE AND FITTINGS
A. Refer to "PIPING SCHEDULE" on drawings.
B. Any manufacturer engaged In the production of pipe, fittings and associated materials and
who test, inspect and certify that sold materials meet or exceed the ASTM designation for
that material shall be acceptable.
C. Inspection for Underground Piping:
1. Examine areas to receive underground piping for:
a. Complete excavation to elevations and slopes Indicated.
b. Obstructions which would Interfere with drainage system Installation.
2. Begin work only when conditions are satisfactory.
D. Inspection for above -Ground Piping:
1. Examine areas to receive piping for:
a. Obstructions.
b. Work to be done prior to other construction.
c. Work of other trades In other areas.
2. Begin work only when conditions are corrected satisfactorily.
E. Installation of Underground Piping
1. Excavation:
a. Excavate trenches of sufficient width for proper installation of pipe,
b. Sheet and brace trenches as necessary to protect workman and adjacent
structures.
c. Comply with current OSHA standards.
2. Final grading of trench:
a, Perform final grading of trench bottoms by hand tools; carry machine
excavation only to such depth that soil becring for pipes will not be
disturbed.
b. Grade bottom of trenches evenly to Insure uniform bearing for all piping.
c. Cut holes go necessary for joint making.
d. Keep trenches free from water while construction is In progress.
a. Use surveyor's level to establish elevations and grades.
f. Machine excavation shall be hold a sufficient distance from foundations and
footings.
g. Provide and maintain barricades and temporary bridges around excavations
as required for safety.
h. Water lines may be benched above sanitary fines In some trench If they ore
18 Inches or more above the sanitary line.
I. Minimum bury depth for water piping shoill be 24 inches.
J. Grade horizontal drainage 1/4 inch per foot minimum.
k. Install some two material specified for the Inside building to 8 feet outside
building.
3. Bookfill:
a. Backflll for all sewer lines shall be placed In accordance with
manufacturer's printed Instructions,
b. Backfill trenches only after piping has been Inspected.
a. The backfill below payed areas and walks shall be brought to within 6
Inches of finished grode; the remaining six Inches shall be backfilled with
clean topsoil.
d. The backfill below sodded or seeded areas shall be brought to within 6
Inches of finished grade; the remaining six Inches shall be backfilled with
clean topsoll.
e. Provide and place any additional fill material from off the site as may be
required for backfill.
F. Installation of above -Ground Piping:
1. Pipe supports.
a. Support piping as specified In Section 15094 for permanent Installation.
b. Pipe shall be adequately supported during construction with blocking or
slings to prevent Injury to personnel or damage to equipment or materials.
2. Exposed piping,
a. Run exposed piping true and level.
b. Run vertical exposed piping plumb.
c. Run exposed piping with as few elbows and bends as possible.
d. Group piping wherever practical at common elevations.
a. Install concealed pipes close to building's structure to keep furring to a
minimum.
f. Slope water piping 1 inch In 40 feet and arrange to drain at low points.
g. On closed systems, equip low points with 3/4 inch drain valves and hose
nipples.
COPPER PIPE
A. Domestic Water Supply Above Grade or Slab
1. Type L, Hard copper
2. Joints
a. Solder using load -free solder and non -corrosive flux
3. Fittings
a. Wrought copper or cost bross
b. Steel fittings prohibited.
B, Water Supply Below Grade or Under Slab (Larger than 3/4")
1. Type K hard drawn copper tubing.
2. Joints
a. Solder using Silver solder or "Sil-Fos.*
3. Fittings:
a. Wrought copper or cost brass
PLASTIC PIPE AND FITTINGS
A. Vent piping (Above grade).
1. Piping shall be PVC
2. Polyvinyl Chloride (PVC) - ASTM D-1784-60T
a. Schedule 80
b. Type 1, Grade 1
a. Pipe shall bear NSF seal and ASTM designation
3. Joints
a. Bonded Joints using adhesive per manufacturer's recommendations
4. Fittings
a. PVC - ASTM D-2665-69.
b. ABS - ASTM D-2661-69.
B. Sanitary piping (Below Grade).
1. PVC
a. Schedule 80.
b. Type 1, Grade 1.
a. Pipe shelf bear ASTM designation and, INSF seal
2. Joints
a. Bonded Joints using adhesive per manwfocturer's recommendctlons
3. Fittings
a. PVC - ASTM D-2665-69
TRAPS
A. General
1. All fixtures shall be trapped according to the Standard Plumbing Code.
2. All traps shall be the some size as the pipe In which they are Installed or as sized on
the Drawings.
3. All traps above grade shall have a clean -out plug In the bottom of the trap.
4. All traps above grade shall be cost brass with chrome finish.
5. All traps below grade shall be cost Iron.
6. No trap below grade shall be less then 2 Inches.
7. No fixture shelf be double trapped.
SHOCK ABSORBERS
A. Furnish and install shock absorbers on all domestic water piping as shown on the
drawings, and/or specified in this section.
B. Acceptable Manufactures
1. Wade
2. Josam
C. Description
1. Heavy duty casing
2. Minimum burst pressure - 4500 psig,
3. Nested bellows with built In stop.
4. Operating temperature 100 to 300 degrees F.
5. Permanently sealed charge of non-combustible gas.
6. All stainless steel.
7. Designed and built in accordance with plumbing and drawing standard
POI-WH201.
0. Model Numbers (Zurn numbers used for reference only)
I. SS -I, MODEL 1250 - A - 1/2-
2. SS-2. MODEL 1250 - 8 - �/4'
3. SS-3. MODEL 1250 - C - 1
4. SS-4, MODEL 1250 - D - 1"
5. SS-5, MODEL 1250 - E - I"
6. SS-6. MODEL 1250 - F - 10
PIPE HANGERS AND SUPPORTS
A. All piping shall be supported by pipe hangers, clamps, clips or supports as
specified In this Section.
B. All clevis type hangers shall have a minimum of 1 1/2 Inches of vertical adjustment by
using tumbuckles and/or threaded rods.
C. All adjustments shall be positively secured !by a locknut or setscrew.
D. Hangers shall support the pipe size for which they are manufactured.
E. Acceptable Manufactures
1. GrInell
2. Fee and Mason
F. All clamps, hangers, clevis, etc. shall be steel.
G. Pipe hangers In direct contact with copper shall be copper or food plated, or of an
approved dielectric material,
H. Installation:
1. All piping shall be supported from structural building members, Le. block, bearns,
columns, purlines, floor joists, etc.
2. Piping sholl not be supported from ceiling tile or grids, conduit, mechanical
equipment, ductwork or non-structural steel.
3. Perforated strapping may be used only for piping 3/4 In. or smaller and only when
concealed In walls or ceilings.
4. Hangers for piping run flush along the walls shall be stamped steel straps similar to
conduit straps for pipe sizes two (2) Inches and smaller.
5. Hangers for piping run flush along the walls shall be steel wall brackets with steel
clevis type hangers and threaded rod supports for pipe over two (2) Inches.
6. Hangers for piping not run along walls shall be clevis type hangers with threaded
rod supports for all piping over 3/4 Inches.
1. Spacing:
1, Vertical runs of piping not over 15 feet long shall be supported by hangers placed
not over one foot from elbows or connecting horizontal run.
2. Hangers shall be placed so as to prevent sag and permit proper drainage.
3. Hangers shelf not be pieced at more than the maximum distances shown on the
Table below
Pipe Size Max. Span - Ft.
1/2 and 3/4 6
1 and 1-1/4 8
1-1/2, 2. 2-1/2 10
3 and 4 12
5 and 6 14
8 and larger 16
4. Concentrations of valves and fittings will require closer spacing.
J. Hanger Attachments:
1. Pipe hangers shall be attached to structural steel by heavy steel clamps.
a. C4amps shall be bolted to steel or welded.
2. Pipe hangers or clamps shall be attached to walls by means of expansion bolts
(shields).
UNIONS
A. Size
1. All unions shall be the some size as the line in which they are Installed unless
noted otherwise.
B. Location
1. Unions shall be located between the shut-off valve and each of the following:
a. Inlet and outlet to all water heaters
b. Lavoratorles and sinks
c. Water coolers
d. Water closets and toilets
9. Inlet and outlet of cooling coil
f. Inlet and outlet of pumps
2. Where final fixture connection is made by compression -type fitting, unions shall
not be required.
a. This exception does not apply to water heater.
C. Acceptable Manufacturers
1. Crane
2. Jenkins
3. Vogt
4. Stockman
D. Unions for 2-1/2 inches and smaller copper
1. Bross ground Joints, brass body
2. 1150# rated
3. Sweat to threaded to match the system In which they are Installed
E. Install In locations where wrenches con be used on each half of the union with enough
clearance for at least 180 degrees of rotation on a 6" pipe wrench.
VALVES, COCKS AND FAUCETS
A. Hot, cold, and/or tempered water
1. Shutoff valves above grade
a. Bronze Gate Valve
2, Shutoff valves below grcde
THESE PLANS AND ALL PROPOSED WORK
a. Bronze Gate Valve
Q) Install In fiberglass box with cover
AND SUBJECT TO ANY CORRECTIONS
3. Drain valves
REQUIRED BY FIELD INSPECTORS
a. Bronze Gets Valves
B. Acceptable Manufacturers
THAT
MAY BE NECESSARY IN ORDER TO
1. Crane
COMPLY WITH ALL APPLICABLE CODES.
Z. Vogt
3. Sterling
4. Nibco
C. Bronze gate valves:
1. 3 Inch and smaller
a Rising stem, wedge disc gate, bronze body
b: 200 pal, water, oil, gas
c. Stuffing, box and brass gland, screw -In bonnet
d. Threaded ends
e. Model equal to Niboo T-111
D. Bronze Globe Volvo
1. 3 Inch and smaller
a Rising stem, bronze only
b: 150 psi, water all gas
c. Stuffing box, bross gland, screw -in bonnet
d, Threaded ends
E. Hose Bibbs
1. 3/4" Female thread Inlet
2. 3/4* Male thread hose outlet
3. Rough chrome plated
4. Loose -key type
S. Provide with vacuum breaker
6. Model
a. Equal to Chicago No. 3877-E27, Nibco 763-LS or equal
7. Provide with vacuum breaker.
F. Check Valve
1. Swing check valve
2. Screwed ends and cap
3. Bronze ground disc
4. 200 lb WOG
5. NIBCO T413 or equal
G. Wall Hydrant MH
1. Fully recessed with *keV' operated cover.
2. 3/4" felmole Inlet
3. 3/4" male threaded hose outlet
4. Rough chrome plated
5. Vacuum breaker.
PRESSURE - TEMPERATURE RELIEF VALVE
A. Supply a pressure relief valve on each hot water heater and hot water booster hector tank.
B. Valve size, pressure, and temperature rating shall be as specified by the tank manufacturer,
except that In no case shall the valve be smaller than 3/4 Inches Inlet and outlet.
C. Vcfve shall have a handle for manual operation and testing.
0. Valve shall be cost brass or bronze.
E. Pipe the outlet of the pressure -temperature relief valve to outside of building and
terminate 2" above grade or per local code.
INSULATION
A. Provide piping insulation on all piping designated on the "Piping Schedule" shown on
drawings and per Florida Energy Code. Min R4 per inch.
B. Acceptable Manufacturers
1. Johns -Manville
2. Certainteed
C Fiberglass Insulation
�. Rigid lightweight heavy density fiberglass with jacket.
2. Temperature applications to 650 F.
3. Insulation, jacket, and adhesive shall be tested under procedure ASTM E-84,
NFPA 255, and UL 723, not exceeding
a. Flame spread - 25.
b. Smoke developed - 50.
4. Equal to Johns -Manville Micro-Lok 650 AP-T.
D. Closed Cell Rubber Insulation
1. Closed cell, slastomeric tubular pipe Insulation.
2. Tested under procedure ASTM E-84, NFPA 255, and UL 723 not exceeding
a. Flame spread - 30.
b. Smoke density - 100.
3. Adhesive
a. Air drydng contact cement
b. Equal to Johns-Monville "Aerotube Elostomeric Pipe Insulation."
E. Install Insulation only after pipe has been thoroughly Inspected and tested and accepted by
the Architect, Engineer and State or local Inspectors.
F. All surfaces to receive Insulation shall be cleaned of oil dirt, graces, and moisture prior to
Installing any Insulation.
G. Installation of Fiberglass Insulation:
1. All Insulation shall be continuous through wall and ceiling openings,
2. Vapor barrier jackets shall be used on piping except domestic hot water.
3. Hangers, supports, anchors, etc., that art secured directly to cold surfaces must be
adequately Insulated and vapor sealed to prevent condensation.
4. Metal shields shall be applied between hangers or supports and the pipe Insulation.
5. Shields shelf be formed to fit the Insulation and shall extend up to the centeellne of
the pipe and a minimum of 9 inches long.
6. Shields shelf be 16 gouge aluminum.
7. Fittings shall be covered equivalent density Insulation and covered with preformed
PVC Insulation fitting covers.
a. Wrap fittings with Insulation.
b. Pop the preformed cover In place, tape or tack.
H. Installation of Closed -Cell Rubber:
1. Make all cuts neatly with a razor blade or sharp knife.
2. All longitudinal cuts shelf be sealed with adhesive.
3. All butt Joints shall be made neatly and sealed with adhesive.
4. Tape shall not be allowed on Joints or seams.
5. Insulation shall be applied in a relaxed state, not stretched or crushed.
6. Fittings shelf be insulated by fabricating tees, elbows or crosses as required *am
the tube insulation as described In manufacturer's literature.
7. Valves shall be Insulated up to the packing nut.
8. All Insulation on exposed piping shall receive two (2) coots of point, the some
color as the wall against which It Is mounted.
9. Joint* shall be sealed with adhesive as recommended by the manufacturer.
FLOOR AND SHOWER DRAINS
A. Acceptable Manufactureree
1. Wade
2. Josom
3. Zurn
8. Floor Drains:
1. Cost Iron floor drain with Integral clamping collar.
2. Seepage openings.
3. Heavy duty grate, with vondelproof screws.
4. Square top, polished brass.
5. Adjustable top.
6. 4-Inch outlet unless otherwise noted on Drawings.
7. Model - equal to Wade, Series W - 1390.
0. Shower Drains:
1, Cost Iron floor drain with Integral clamping collar.
2. Seepage openings.
3. Heavy duty grate, with vcndalproof screws.
4. Square top, polished brass.
5. Adjustable top.
6. 4-Inch outlet unless otherwise noted on Drawings.
7. Model - equal to Wade. Series W - 1390.
D. Floor Sinks
1. Cost Iron floor drain with Integral clamping collar.
2. Sized as noted on Drawings.
E. Installation
1. Floor drains shall be Installed In the locations show on Plans.
2. Care sholl be taken that rim of floor drain Is not higher than finished floor In order
to prevent "Puddling* of water around the drain.
3. Floor drain top shall be flush with finished floor.
4. Hub drains shall extend 1 Inch above finished floor per detalfs.
CLEANOUTS AND ACCESS COVERS
A. Provide cleanouto as shown on the Drawings or as required by Florida Building Code, 2001, Plumbing
B. Acceptable Manufacturers
1. Wade
2. Jason
3. Zurn
C. Floor Cleanouts:
1. Some size as drain pipe through 4 Inches.
2. Adjustable housing to match finished floor.
3. Heavy duty top.
4. Nickel brass secured cover.
5 Ferrule as required to match soil pipe.
6: Cost Iron.
7. Cover shelf be marked "C.O."
8. Model Number.
a. Synthetic floor covering:
(1) Wade W-7030-D Series or equal
b. Finished stab - no covering:
(1) Equal to Wade W-7030 Series
a. Terrazzo finish:
(1) Wade W-7010-U Series, or equal.
D. Concealed Cleanouts:
1. Cleanouto In crawl space or In unfinished mechanical rooms.
2. Cost Iron cleanout too on T-wall with ferrule fitting and neoprene seal raised plug
head.
3. Some size as drain pipe through 4 Inches.
4. Position cleaout plug for easy access by electric eel.
5. Model Number:
a. Cleanout ferrule.
(1) Wade W-8530-8 Series or equal.
E. Exposed Wall Cleanouts
1. Some size as pipe.
2. Polished chrome cleanout cover over wall opening.
F. Install all cleanouts and coverplates flush with the finished floor In which they are Installed.
1. Any cleanout which presents a tripping hazard due to Improper Installation $hall be
removed and reinstalled.
DOMESTIC WATER HEATERS - ELECTRIC
A. Water heaters $hall be UL listed, ASME constructed,ond meet ASHRAE 90-80 energy
('fJA 'Ice =r
Be 5*"co�ptcble cnufl�a�cturers
Sm
0. Smith
C. Electric Water Heaters
1. Glass lining fused to steel tank
2. Screw -in type, direct Immersion
3. Worldng pressure - 150 PSI
4. Fully automatic thermostat controls with high temperature limit safety shutoff
5. Screw -in anode corrosion protection
6. Three-year warranty
7. 3/4" Inlet, outlet, and relief opening
8. Outer jacket of baked enomel finish
D. Model and Capacity
1. REFER TO ELECTRIC WATER HEATER SCHEDULE.
E, Install per manufacturer's recommendations
F. Mount units on wall shelf where noted
F. Provide thermostatic relief valve on each unit
PLUMBING FIXTURES
A. Furnish and Install plumbing fixtures per Plumbing Fixture Schedule
1. Manufacturers and Model Numbers establish quality: equivalent fixtures by other
manufacturers are acceptable.
ELECTRIC WATER COOLERS (EWC)
A. Acceptable Manufccturet-9
1.. Oasis
2' Halsey Taylor
3.. Elkay
B. Regular Model
1 . Semi -recessed
2. Stainless steel top, sides and front
3. 14 Inches from wall to front
4. Self -closing pushbutton valve with optional "soft touch" handle
(Part No. 023754.001, wrist blade).
5. Automatic pressure regulating valve
6. Mounting height - 31" floor to top of basin
7. Water delivery.
a. 14 GPH of 50 degrees F water
8. Model and Manufacturer:
a. Equal to Oasis Model ODP-14M
9. Accessories:
a. Furnish with 1-1/4" ground joint tubular, 17 gouge, chrome -plated
P-trap, deep flange with brass nuts; less cleanout, Sterling 50190 or
Dearborn 207-D-F-BN.
b. Furnish with supply assembly equal to Kohler 7666 with loosekey *top and
flexible 3/8" tube risers.
C. Unit shall be Installed on wall using bracket supplied by the manufacturer.
D. Unit shall be blocked and supported per manufacturer recommendations.
E. Unit shall be installed per ANSI Standard 117.1-1980, Section 4.15.
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A/C SPECIFICATIONS:
1. A/C DUCTWORK SHALL BE 1 1/2- FIBERGLASS DUCTBOARD WITH FOIL VAPOR
BARRIER CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS. CLOSURE
SYSTEM SHALL BE GLASS FABRIC AND MASTIC INSTALLED PER DUCT
MANUFACTURERS RECOMMENDATIONS.
2. FLEXIBLE DUCT, WHERE SHOWN, SHALL BE NO MORE THAN 20'
3. SUPPLY DIFFUSER'S SHALL BE TITUS TXS SIZE AND STYLE AS SHOWN OR
SERIES 200 CURVED BLADE (CBL) SIZE AS SHOWN, UNLESS NOTED
OTHERWISE. METALAIRE GRILLES AND DIFFUSERS SHALL BE ACCEPTABLE.
FURNISH WITH OPPOSED BLADE DAMPERS.
4. RETURN AIR GRILLES SHALL BE TITUS CORE STYLE 4F RETURN WITH 1"
FIBERGLASS THROW AWAY FILTERS, UNLESS NOTED OTHERWISE.
5. NO USED
6. CONTROLS- REMOTE THERMOSTAT SHALL BE HEAT-COOL-OFF/FAN-AUTO-ON
SUBBASE. PROVIDE REMOTE TEMPERATURE SENSORS IN THE RETURN AIR
DUCT.
7. TOILET EXHAUST FANS SHALL BE AS SPECIFIED WITH PROPERLY FLASHED
ROOF JACK OR WALL AP AS NOTED, UNLESS NOTED OTHERWISE. EXHAUST
DUCT SHALL BE GALVANIZED SHEET METAL.
8. NOT USED
9. INSULATE ALL SUCTION LINES WITH 1/2- ARMAFLEX INSULATION.
10. INSULATE REFRIGERANT LINES WITH 1/2" ARMAFLEX INSULATION.
11. SPRAY INTERIOR OF ALL VISIBLE DUCTBOARD BLACK BEHIND GRILLES
W1 FIRE RETARDENT PAINT.
12. FURNISH DIFFUSERS WITH OPPOSED BLADE DAMPERS
13. PROIVE 1' FILTERS AT RETURN AIR GRILLES
14. DIFFUSERS SHALL BE OFF WHITE
RTU #1
EQUAL CARRIER 50TFF006-5
2000 CFM, MCA 49.6, 395#
8 KW HT STRIP, SEER 13,0
RTU #2
EQUAL CARRIER 50TFF006-5
2000 CFM, MCA 49,6, 395#
8 KW HT STRIP, SEER 13,0
EXHAUST FANS
EF-1 NUTONE QT-110
110 CFM @ 25 SP
PROVIDE DUCT IN SIZE AS RECOMME
BY MANUFACTURER TO WP ROOF CAP
1 110 CFNI 110 CFM
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ASHRAE 62 STANDARD
OCCUPANCY
SQFT
CFM/SQFT
PEOPLE/SQFT
PEOPLE
CFM/PERSON
CFM
RETAIL
1921
.30
(30/1000)
64
---
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AIR BALANCE SCHEDULE
UNIT
CFM SUPPLY
CFM EXHUST
AH-1 & 2
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TOTAL FRESH AIR 577 - 220 = 357 CFM BUILDING POSITIVE +357 CFM
NOTE:
FURNISH AND INSTALL DUCT MOUNTED SMOKE
DETECTORS IN THE SUPPLY AND RETURN OF
EACH ROOF TOP UNIT 1 & 2; INTERLOCK WITH AIR
CONDITIONING CONTROL TO SHUT DOWN THE AIR
HANDLER ON ALARM.
COMPLIES WITH ASHRAE 62-1989 FOR FRESH AIR
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
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HVAC SPECIFICATIONS
A. It is the intent of these specifications to define the work and materials typically
installed by a Mechanical Contractor. However, it is not intended to define a
subcontract between the Mechanical Contractor and the General Contractor. The
General Contractor is responsible for the entire project and any questions regarding
scope of work shall be directed to the General Contractor.
B. Work shall include all labor, materials, fixtures, equipment, tools and service necessary
for installation, testing and adjusting of all mechanical systems shall be furnished and
installed in compliance with the Drawings, Specifications, and any Addenda thereto.
C. Drawings and Specifications shall be understood to cover, according to their intent and
meaning, complete mechanical systems. Work shown and not specified, or work
specified and not shown shall be performed as though mentioned in both.
D. Minor items and accessories reasonably inferred as necessary for the complete and
proper operation of any system sholl be provided by contractor or subcontractor for
such system whether or not they are specifically called for.
E. Before submitting a bid, the Mechanical Contractor is to coordinate with the General
Contractor to ascertain, in detail, the division of work, and the extent of performance
other subs and the General Contractor.
F. All work shall be performed or installed in strict accordance with Standard Mechanical
Codes and all applicable rules, regulations and codes of local state and Federal
Governments having lawful jurisdiction, and each contractor and subcontractor shall be
responsible for such compliance.
G. Fees for permits, inspections, patent use, royalties, etc. shall be paid by the contractor.
H. All systems shall be tested for proper operation, rotation air supply, water supply,
pressures, flows, balance, vibration, and appropriate interlocks as required by these
specifications or manufacturers' recommendations.
1. All work shall be installed in accordance with the appropriate codes and satisfy the local
inspector having jurisdiction.
J. Upon completion of each part of the mechanical system, the contractor shall demonstrate
to the Engineer that each item on that system is installed with proper covers, safeties,
controls, etc., and that (311 are in proper working order.
K. A set of "red -lined" mechanical drawings shall be carefully maintained at the job site.
Actual conditions are to be put on the drawings in red on a daily basis so the drawings
will continuously show locations and routings of piping, ducts, grilles, equipment, valves,
and any equipment specified on the drawings or in these specifications.
L. Equipment and materials shall be new and meet or exceed specification requirements.
1. All products shall be current model for which replacement parts are available.
M. Acceptable manufacturers are listed, additional manufacturers may request approval for
their products up to 10 days in advance of bid. Engineer may require supplemental
information prior to accepting or rejecting the alternate.
N. All work shall be performed in compliance with OSHA regulations.
0. Shop drawings and product data shall be submitted on all equipment, fixtures, etc
1. Surnittals shall include all equipment to be installed by the subcontractor and oil
submittals must be made at some time.
2. Each package must have the General Contractors review stomp prior to submittal.
3. The Engineer will review one submittal and one resubmittal; subsequent
resubmittals may require a review charge to be paid by subcontractor.
4. Shop drawings shall be labeled in the same designation as the drawings
P. Job conditions shall be determined prior to bidding in the following manner:
1. Site visit to determine:
a. Existing conditions.
b. How and where materials will be delivered and stored.
c. Special problems encountered during construction.
2, Examine all Contract Drawings and Specifications to determine:
a. Type of construction to be used.
b. How construction or work will affect the work of this Section.
c. Nature and extent of work of other trades.
Q. Failure to determine existing conditions or nature of construction will not be considered as
a basis for granting additional compensation.
R. Installation:
1. Contract Drawings show the arrangements and sizes of principal apparatus and
devices to be provided under this Contract and connection thereto. These shall be
followed as closely as actual building construction will permit.
2. Dimensions of work as indicated on Plans are not guaranteed to be as -built d
dimensions.
3. No measurements shall be scaled from Drawings and used as definite dimensions
for layout or fitting work in place.
4. Layout of equipment, cis shown on the plans, shall be checked and exact location
determined by dimension if equipment approved by the Architect.
5. Consult the Drawings for all dimensions, locations of partitions, sizes of structural
member, foundations, etc.
6. Do not make final layouts until shop or equipment drawings are approved and job
conditions verified.
7. Mechanical reference symbols are given on the mechanical legend on the drawings.
S. Rough -in:
1. Work included:
a. Contractor shall rough -in for all equipment, fixtures, etc., in building
whether or not such equipment is furnished by this Contractor or by
Owner.
2. Method:
a. Determine in advance the location and size of all openings and chases
necessary for proper installation of all work and have openings and
chases provided during construction.
b. Install all inserts for hangers and supports of mechanical work and
equipment work as general construction progresses.
c. Rough -in openings in masonry or stud walls shall be cut, not broken or
chiseled.
d. Sleeves shall be required at all points where piping posses through concrete
walls, slobs or masonry walls; sleeves installed below grade or where
subject to high water conditions shall be installed watertight.
T. Coordination:
1. Work shall be coordinated between all Contractors, Subcontractors, Installers,
Suppliers, Trades, etc., to:
a. Insure a neatly fitted installation.
b. Determine the nature and extent of the work of others.
c. Eliminate interferences.
d. Maintain maximum headroom and clearances.
2. Any interference which develops or is foreseen and cannot be resolved by the
affected trades, etc. shofl be handled as follows:
a. Cease installation of that portion of the work which is in conflict as no
additional compensation will be allowed for any relocation, etc.
b. Continue work only on other portions of the work which are not in conflict.
c. Notify the Architect immediately.
d. Architect's decision shall be final as to any relocation, rerouting, removal, etc.
e. No additional compensation will be allowed for removal, relocation, repairs
or changes required by interferences.
U. Clear away all debris, surplus materials, etc., resulting from work on operations, leaving
job and equipment in clean first-class condition.
V. Clean all rotating equipment, ducts, piping, etc., and leave them in a ready -to -use
condition.
W. Where factory finish is provided on equipment, all marred or damaged surfaces shall be
touched -up or refinished hereunder as approved.
X. Thoroughly clean all items of equipment, leaving them in first-class condition.
Y. Wipe clean or wash if necessary air surfaces of all coils, fan housings, fan wheels, fan
motors, air unit plenums, and all air filters.
Z. All pumps, motors, fans and other rotating equiment shall be stored at Site with openings,
bearing, etc., covered to exclude dust and moisture; all stockpiled conduit shall be
placed on dunnage, and protected from weather, from entry of foreign materials.
BALANCING OF AIR SYSTEMS
A. Balance and adjust each air distribution system shown on the Drawings.
B. Perform work in accordance with procedures and standards described in SMACNA Balancing
and Adjustment Manual."
C. Balancing shall be done by a certified balancing firm independent of the Mechanical
Contractor.
D. Reports shall be made on SMACNA forms.
E. Submit five (5) copies for approval and record.
F. Examine HVAC units to see that they are free from obstructions.
G. Open all dampers and grilles.
H. Check lubrication of all moving equipment.
1. Check for proper installation of filters.
J. Perform other inspection and maintenance activities necessary for proper operation of
systems.
K. Fuse sizes and thermal overload heaters shall be checked against each motor nameplate:
L. The amperage shall be read at each electrical motor to determine the load imposed on it.
M. Adjustment and Balance:
1. Adjust variable type pulleys, volume dampers, control dampers, etc. to provide
correct volumes to main trunk lines.
2. Check and adjust outside air quantities as required.
3. Adjust air extractors and manual balancing dampers to supply correct air volume
to each main branch duct from main trunk lines.
4. Adjust manual balancing dampers to supply correct volume to each individual branch
duct.
5. Use terminal registers only for minimal adjustment of air flows, i.e. less than 9 of air
volume.
6. Adjust grilles and diffusers for proper air flow patterns.
7. Air conditioning units shall be placed in operation and both wet and dry bulb
temperature taken at one -hour intervals to determine the amount of cooling being
accomplished and to indicate adjustments needed.
8. After spaces have been brought down to design temperatures and equipment is
functioning properly, air shall be rebalanced if necessary by means of calibrated
thermometers placed in each room and in open spaces,not over 20' apart. There
shall be no deviation in temperature of more than 3 F. throughout the space cooled.
9. A thorough check shall be made, with an anemometer, of air motion in the
occupied space. Any air motion exceeding 50 fpm shall be remedied.
COPPER PIPE
A. Refrigerant
1. ACR Copper
2. All refrigerant pipe and fittings having an external or internal working pressure
greater than 15 psig shall comply with ANSI Code for Pressure Piping where
applicable.
3. Joints
a. Solder using Silver solder or "Sil-Fos."
b. Compression fittings may be used at equipment connections.
4. Fittings
a. Wrought copper
b. Approved compression type brass.
PLASTIC PIPE AND FITTINGS
A. Air Conditioning condensate drains
1. PVC - ASTM D-1784-60T
a. Schedule 40.
b. Type 1, Grade 1.
2. Joints
a. Bonded joints using adhesive per manufacturer's recommendations
3. Fittings
a. PVC - ASTM 0-2665-69
SPLIT SYSTEM HEAT PUMPS
A. Split System cooling units with heat strip where specified.
B. Acceptable Manufacturers
1. Trans
2. Carrier
3. Lennox
C. Indoor Units:
1. Airflow as indicated on drawings.
2. Fan shall be direct - drive, forward -curved, double inlet, statically and dynamically
balanced.
3. Fan motor shall be resiliently mounted and shall be easily removable for service.
4. Fan motor shall be permanent -split-ccipacitor type with Integal overload protection,
high - efficency, Florida Energy Code Minimum.
5. Cooling coil shall have aluminum fins machanically bonded to copper tubing. Coil
sholl have factory installed refrigerant metering devices.
D. Outdoor Units-
1. Outdoor unit sholl be designed for use with Refrigerant 22! and contain sufficient
charges (R22) for complete system. Brass service valves with refrigerant line fittings
and service ports shall be located on exterior of unit.
2. Outdoor coil sholl be constructed with aluminum fins mechanically bonded to
non-ferrous tubing. Factory installed coil refrigerant metering device shall be mounted
on unit liquid service valve. Metering device internal components shall be removable
for cleaning or replacement.
.3. Outdoor unit fan shall be propeller type, direct driven, andl arranged for vertical
air dischage. Fan motor shall be factory lubricated, inherentIly protected and resiliently
mounted.
4. Compressor shall be of the welded -hermetic type with internal vibration isolation and
shall be covered with a shield to muffle operating sound. Compressor motor shall have
both thermal and current -sensitive overload device. Compressor shall be equipped
with a crank -case heater and have internal high-pressure protection.
5. Controls shall be factory wired and located in a readily accessible location. Controls
and protective devices shall include a liquid line low pressure switch, suction line
accumulator and pressure relief device. Control wiring terminal board shall be
designed to match indoor unit terminal board and accessory thermostat terminals for
standardized point-to-point connection.
E. Resistance Heater:
1. Heaters sholl be wired for the number of stages of operation indicated on the
Drawings.
2. Heaters shall be equippd with thermal and current overload devices as required by
equipment listings and applicable codes.
F. Refer to Mechanical Equipment Schedule for Model Numbers.
EXHAUST FANS
A. All exhaust fans mounted in the ceiling inside
the building and ducted to the outside.
B. Meet the specification for air delivery at static
pressure as specified on the Equipment Schedule.
C. Meet the noise criteria (if specified on Schedule).
D. Be of the manufacture and model number specified
in the Equipment Schedule or equal.
E. Shall be UL listed.
F. Acceptable Manufacturers
1.. Penn ventilator
2. Carnes
3. Greenheck
G. General
1. Acoustically insulated steel housing
2. Baked enamel finish on housing
3. Adjustable mounting brackets
4. Automatic tockdraft damper at the discharge duct
5. Lifetime lubricated motor
6. Terminal box on housing with cord, plug and
receptacle inside the housing.
7. Fan motor and wheel sholl be removable without
removing entire fan housing.
DUCTWORK
A. All Supply Ductwork shall be internally coated ductboard equal to
Johns Manville E-Cote
B. All general exhaust ductwork shall be low pressure sheet metal.
1. Insulation not required
C, RAW Outdoor air ductwork in shall be low-pressure metal.
1. Insulation not required
D. Precondition Ventlation air shall be low pressure sheetmetal
1. Extenal insulation with 2" fiberglass duct wrap.
F.. Plenums shall be constructed and tested in accordance with SMACNA
STANDARDS.
G.. FLEX113LE CONNECIONS
1. Provide between duct system and air moving equipment
2. Connection shall be mode with not less than 4" wide
flexible collar using "Ventglas" 30-ounce neoprene coated glass fabric.
H. Where construction methods for various items are not
indicated on the Drawings or specified herein, all such
work shall be fabricated and installed in strict accordance
with the recommended methods, metal gouges, hanging
procedures, access door and accessory installation, etc.,
as outlined, the latest edition of SMACNA'S Duct Manual
and Sheet Metal Construction for Ventilating and Air
Conditioning System.
1. Install all ductwork generally as shown on the drawings and
as required by SMACNA Manual.
J. Sheetmetal
1. Low pressure ductwork and fittings shall be mode tight
for minimum air leakage.
2. Duct tape shall not be used to seal joints.
3. All ductwork, except in equipment rooms shall be
concealed in construction spaces above ceiings, in
partitions, chases, etc.
4. Ducts shall be constructed to provide specified air
through building without adding noises to the air
stream by sudden contractions as sharp edges.
5. Ducts shall be securly fastened to the structure with hangers..
6, Connections:
a. Ducts shall be air tight braced and reinforced
to prevent vibration and breathing
b. Sea( supply, return, exhaust and outside air
ductwork with adhesive sealing compound
K. Leakage:
1. Contractor shall make necessary repair and shall make
duct system ready for a leakage test.
2. Test shall be performed by Test and Balance Contractor.
3. Leakage shall not exceed V. leakage for high pressure
duct and % for low pressure duct construction.
F. Hanger Bonds
1, Horizontal concealed ductwork up to 20 inches
largest dimension shall be supported by one (1) inch x 16 gouge galvanized
steel straps at a maximum spacing of 10 ft. and at each elbow or branch
takeoff.
2. Bonds and spacing shall be at a maximum spacing of 10 feet on horizontal
runs and at each elbow or branch takeoff.
a. No nails shall be driven through any ductwork and into floor joists,
trusses, etc.
3. Vertical ductwork, all sizes, shall be supported by bonds bolted or screwed
to walls, studs, etc.
4. Hanger bonds shall be bent over one (1) inch from end and turned under
corners of rectangular duct.
5. Duct hanger bonds shall be fastened with sheet metal screws at six (6) inch
intervals up sides and into bottom.
a. Sheet metal screws sholl be 3/4 inch so as not to penetrate duct
liner completely.
G. Trapeze Hangers
1. Horizontal ductwork larger than 20 inches largest dimension and all
exposed ductwork shall be supported by trapeze type hangers.
2. Trapeze hangers shall be at a maximum spacing
of 10 feet and at each elbow or branch takeoff.
3. Hanger rods shall be secured to bottom bracing angles with nuts and
locknuts.
DUCT ACCESSORIES
A. Air distribution system shall be furnished complete with duct accessories necessary to
allow complete air balancing and adjusting of flow ond volume.
B. All square duct corners and "T" connections shall be fitted with turning vanes.
C. All branch duct takeoffs shall be fitted with nonadjustable air turning vanes AND manual
volume
control dampers, OR adjustable volume extractors which are adjustable from outside the duct.
D. Each grille and diffuser shall be fitted with a manual volume control register at the face of the
grille and adjustable from the face of the grille without requiring removal of the grille.
E. Acceptable Manufacturers
1. Barber Colman
2. Titus
3. Properly submitted approved equal
F. Air turning vanes:
1. Multiple radius vanes
2. Steel construction
3. Electrocoated white finish
4. Maximum pressure loss = 2(Y of velocity head
5. Model number - equal to Barber Colman Models
AOOA and AOOF
G. Volume Extractors:
1 ' Gang operated parallel blode
2. Fully adjustable from wide open to full closed
3. Supply with supporting foot as required for
branch takeoffs not in the some plane as trunk lines.
DUCT HANGERS AND SUPPORTS VOLUME DAMPERS
A. All ductwork for air supply, return, fresh air A. All return air and fresh air dampers shall be parallel blade pivot dampers with motorized
or exhaust shall be supported by duct hangers, control where noted.
clamps, clips or supports. B. All balancing dampers shall have manual control dampers with positive position locking.
B. Acceptable Manufactureres C Acceptable Manufacturers
Duct hangers may be a manufactured item or field fabricated as required. *1. Prefco Manufacturing Co.
C. Galvanized steel straps 2. Titus
1. Minimum 16 gouge and one inch wide 3. Ruskin
D. Trapeze hangers D. Parallel Blade Pivot Dampers:
1. Ducts 20 inches to 40 inches largest dimension. 1. Low leakage non-degradcble
a, Minimum 1 inch x 1 inch x 1/4 inch steel angles. 2. Friction free metal to metal seals incorporated THESE PLANS AND A.U. PRO"37D WORK
b. Minimum 1/4 inch threaded rod into the blade and frame shapes
2. Ducts above 40 inches largest dimension and plenums 3. Galvanized steel frame, 16 gouge AND SUBJECI TO ANY CONRECTIONS
a. Minimum 1-1/2 ;rich x 1-1/2 inch x 1/4 inch steel angles. 4. Galvanized steel blades, 22 gouge with REQUIRED BY FIELD INSPECTORS THAT
b. Minimum 3/8 inch threaded rod. double -wrapped center and edge forming. -SSP
E. Supports 5. Maximum leakage - 11 CFM per sq. ft 0 1 inch SAW BE NECE RY IN ORDER TO
1. All ductwork shall be supported from 6. The static pressure loss shall not exceed 0.7" COMPLY WITH ALL APPUCABLE CODES.
structural building members, i.e. block, beams,columns, purlins, joists, etc. W.G. 0 2000 FPM and 59 modulation
2. Ductwork shall not be supported from ceiling tile or grids, conduit, 7. Model Number
mechanical equipment, piping or non-structural steel. a. Equal to Prefco Model 5150
3. Ductwork hangers shall be attached to building steel by bolts, screws,
clamps or welding. FIRE DAMPERS
A. Provide fire dampers at all locations shown or noted on the drawings.
1. Fire dampers shall have only thermally actuated fusible links.
B. Acceptable Manufacturers$
1. Prefoo Manufacturing Co.
2. Ruskin
3. ritus
C. Dampers - mounted vertically
1. Damper construction shall meet the requirements
of NFPA 90A.
2. Type B, low profile, low pressure loss.
3. Blade stack shall only enter the air stream to
47 of the domper height.
4. Damper requires no extra height for duct
installation, i.e., there shall be no "top cap."
5. Blades shall be 4-1/2 ;rich depth - roll formed
21 gouge galvanized steel.
6. Frame, E-shoped, one piece roll -formed
21 gouge galvanized steel.
7. Blades rotate, travel and seal on a si"Ili
central frame track.
B. Classified 1-1/2 VP P1
9. Fire dampers shall law t
10. Model: 4
a. Dampers shall be lqual to a Prefcc,
"Low Profile B" or approved equal.
D. Dampers - mounted horizontally in ceiling:
1. UL Listed ceiling damper
2. Round or square as required
3. 2 hour rated
4. Single or dual blade depending on duct size
5. Model Number
a. Prefco Model 5650, 5600, or 5660
E Unk:
1. Fusible link rated at 165 Degrees F. release temperature.
DUCT ACCESS PANELS AND TEST HOLES
A. Provide an access panel at each return air and/or fresh air damper which will allow
for inspection and cleaning of dampers.
1. Where return and fresh air dampers are located adjacent, one access door is
sufficient, providing each damper is accessible.
B. Provide an access panel at each fire damper for resetting and maintenance of each
fire and smoke damper.
C. Provide test holes for measurement of air flow, on each branch duct and main
trunk line or plenum.
D. Acceptable Manufacturers
1. Penn Ventilator Co.
2.. Ruskin
E. Access Doors:
1. Insulated hinged duct access door
2. Standard gouge galvanized steel
3. Continuous piano hinge
4. Gasketed at door frame surface and at frame to duct surface
5. Positive acting cam latch handle
6. Doors shall be of sufficient size to allow access to both sides of dampers
7. If duct width is greater than 36 inches, provide access doors on each side
of duct for access to entire dampers.
8. Exception:
a. Where access door must be installed In such a position that hinged
opening is not possible, provide door that is completely removable.
b. Removable door shall have cam -locks on both sides
9. Model Numbers:
a. Hinged doors sholl be equal to Penn Ventilator Model DAD
b. Non -hinged removable door shall be equal to Penn Ventilator
Model DAD -RP.
F. Test Holes
1. Provide a capped access hole in each trunk
line or branch duct for insertion of air -flow
p 'tot for flow measurement,
I
WALL DIFFUSERS
A. Acceptable Manufacturers
1. Titus
2. Anemostat
3. Metalaire
B. Materials
1. Aluminum air foil
2. Aluminum frame
3. Integral opposed blade damper, screwdriver operated from face
4. Sponge rubber gasket
5. Neck size and shape as noted on
drawings.
6. Contractor sholl verify ceiling type
with Architectural drawings and
General Contractor prior to order.
C. Install as closely as possible to the
locations shown on the Drawings.
0. Clean dirt, grease, fingerprints, etc.
from grilles after installation.
E. Scratched, dented, bent, or marred
diffusers shall
be repaired or replaced at the option
of the Architect.
WALL LOUVERS
A. Wall louvers shall be heavy -gouge extruded -aluminum type with multiple break$ or
ridges to prevent water from traveling up the blade. Blade depth shall be 4 in., unless
shown otherwise on the drawings.
B. Blade shall slope at apprxoimately 45 deg. and shall be reinforced on the outer and
inner edges with a reinforced lip.
C. Louvers shall bear the AMCA Seal as having been rated in accordance with
Standard 500 for air performance and moisture penetration.
D. Finish sholl be factory -anodized aluminum color, unless specified otherwise. If
specific color is required, a sample of the required color will be furnished.
E. Louver shall be designed for flange mounting against the face of the building.
F. Louvers shall be provided with an aluminum bird screen in a removable frame on
the inside. Insect screen, if shown on the drawings for intake louvers, shall be
aluminum in an aluminum frame and shall be mounted an the exterior of the louver.
G. For larger -size louvers, provide mullions to provide rigidity and allow expansion.,
H. Install the louver in the masonry opening with the flange extensing around the
perimeter of the louver and 1/4 in. away from the wall to allow caulking. Secure the
louver in such a way to prevent entry into the building.
1. Caulk the perimeter of the louver at the junction of the wall with silicone caulk,
applied as recommended by the manufacturer. Allow room for expansion and contraction
without damage to the caulking.
DISPOSABLE FILTERS
A. Provide 1" fiberglass with perforated metal back
CONTROL SYSTEM
DESCRIPTION
A. GENERAL
1. Furnish and install all electrical controls and components for all
mechanical systems as listed below.
B. SPUT SYSTEM HEAT PUMPS AC-1. AC-2, AHU-1, AHU-1
1. Provide Heat - Coot - Off. Fan -On -Auto, thermostat, electronic,
fully programmable with 4 functions per day, seven day/week
programmable.
PART 3 - SEQUENCE OF OPERATION
1. Occupied Made -
a. Nr Handier shall run continuously
b. Compressor shall cycle to maintain space temperature (heating or cooling)
2. Unoccupied Made -
a. Air Handier shall cycle with conpressor
b. Compressor shall cycle to maintain space temperature (heating or cooling)
B. ERV
1. 7me clock shall start and stop ery unit in "occupied / unoccupied " mode
Operation is as follows:
Supply and exhaust fans: Always on during occupied mode: off during unoccupied mode
2. clock shall be set to some occupied / unoccupied times as the thermostats
for core units ac-1, cic-2.
FIRE STATS
A. Provide fire state on each unit as required by code.
1. Firestat shall shut down all unit components including fans, compressors,
DUCT SMOKE DETECTOR
A. Contractor shall install duct smoke detectors in supply ducts to shut down all units
with supply CFM in excess of 2000 CFM.
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COMM. NO.
28004
R,n� w RY OMER
NO. CONVENIENCE STORE EQUIPMENT
B.O.
WALK-IN COOLER - KYSOR/NEEDHAM OR EQUAL
NTH 4" POLYURETHANE AND 8'-0" CEILING HIEGHT.
0
1B
CONDENSING UNITS - HUSSMAN #GHOH0502VK OR EQUAL
0
ic
COIL FANS - HUSSMAN #HC6E-094 OR EQUAL
0
11IA
D
,ANTHONY
COOLER DOORS / FRZ DOORS - (13 TOTAL)
#101 30-1/4" WIDE x 75" HIGH
0
2A I
NOT USED
28
NOT USED
2C
NOT USED
2D
NOT USED
3
NIGHT DRAWER - SHURESAFE MODEL 672300 DRAWER
0
3A
NOT USED
4
STORAGE SHELVING - AMOO 11 NTH POLYGUARD FINISH
0
5
SHELVING LOZIER OR EQUAL
0
6
COUNTERS MICA
7
NOT USED
0
8
CASH REGISTER/GAS CONSOLES
0
9
SCRATCH LOTTERY - TAKE A TICKET #412 IN COUNTER
0
10
LOTTERY COMPUTER
0
11
SAFE - TIDELL #TACO 11
0
12
NOT USED
0
13
HEATED DISPLAY CASE
0
14
RANGE
0
15
TRASH BINS - PLYMOLD #F-92101
0
16
LOTTO STAND - BY OWNER
0
17
1 DOOR LOW TEMP
0
17A
1 DOOR MED TEMP
0
18
MICROWAVE - AMANA #RCS820LW
0
19
CONDIMENT ORGANIZER
0
20
FROZEN CARBONATED BEVERAGE - TAYLOR #355
0
21
CUP DISPENSERS
0
22
ICE/BEVERAGE DISP - SERVEND MDH-302 W1 TOP ICE CUBER
0
23
BAG -IN -BOX
0
24
ICE MERCHANDISER
0
25
PASTRY CASE
0
26
CAPPUCCINO
0
27
COFFEE BREWER
0
28
IN -CABINET TRASH
0
29
HAND SINK
0
30
j3 COMPARTMENT SINK
0
31
2 COMP JUICE DISPENSER
0
32
MOP SINK
0
33
ICE MAKER
0
34
FRYER
0
35
WATER HEATER - 30 GAL
36
ATM MACHINE
0
37
7' HOOD
0
38
HOLDING STATION ON STAND
0
39
SANDWICH / SALAD PREP TABLE
0
40
BUN WARMER
0
41
HOT DOG UNIT
0
42
EXPRESSO COFFEE
0
43
KOALA BABY CHANGING STATION
0
44
SEMI -RECESSED HAND DRYER - AMERICAN DRYER MODEL GX1-C
0
VERIFY IRR. PUMP
LOCATION W1
LANDSCAPE PLANS
AND OWNER
D23
WP GFI
D2 34
REMOTE CONDENSERS
LOCATED ON ROOF
SEE ROOF PLAN
ICE MACH
BEER
COOLER
COOLER
R9#2
COMP
COMP
COMP
ILD
LO
LO
LO
A20,22
A38,40
A27,29
A7.9,11
FRZR
COOLER
COMP
COMP
LO
A1.3
A30,41
REMOTE EQUIPMENT
NTS
PROVIDE FIXTURE CUTS TO ARCHITECT FOR
APPROVAL PRIOR TO ORDERING FIXTURES OR
BEGINNING WORK. ALLOW FOR TWO APPROVAL TIME.
LIGHT FIXTURE SCHEDULE
MARK DESCRIPTION
A OMEGA
OM10 I H 260PL CS 120
B DAYBRITE
VIN 4OW 1 12 GG
C MCPHILBEN
VU6
LAMPS INCLUDED
D NOT USED
E MCPHILBEN
CXXL 3 R W
F NOT USED
G INCLUDE IN BASE 910
S 275.00 FOR FIXTURE
MATERIAL ONLY
H DAYBRITE
ON 1 28 L 120 1/1 EB
DAY BRITE
2 OP G 3 32 FS 01 120 EB
K NOT USED
L NOT USED
INCLUDE IN BASE 810
M $ 175.00 FOR FIXTURE
MATERIAL ONLY
N DAYBRITE
2 P4 G S 4 32 R 46 FS 120 ES
a NOT USED
p DAYBRITE
V2 W P 8 2 28 120
Q INCLUDE IN BASE BID
S 100.00 FOR FIXTURE
MATERIAL ONLY FOR 4' AS SHOWN
DUAL TUBE, 32W LAMPS, 120V COMPLETE
W/ LAMP PROTECTORS
ALL FIXTURE SUBSTITUTIONS MUST BE
APPROVED. SUBMIT SHOP DRAWINGS
SYMBOL LEGEND
SYMBOL
DESCRIPTION
CEILING MTD RECESSED LIGHT FIXTURE
WALL MOUNTED LIGHT FIXTURE
VERIFY HEIGHT
CEILING MTD LIGHT FIXTURE
SINGLE POLE SWITCH 120V
VERIFY HEIGHT
SINGLE POLE SWITCH 120V
3-WAY, VERIFY HEIGHT
SINGLE POLE SWITCH 120V
�p
PULL CHAING, VERIFY HEIGHT
0
WALL OUTLET 120V
VERIFY HEIGHT
0
1/2 HOT WALL OUTLET, 120V
VERIFY HEIGHT
0 5A
WALL OUTLET SHOWING
44
AMPERAGE & HEIGHT
FLOOR OUTLET
#
WALL OUTLET 208V
VERIFY HEIGHT AND AMPERAGE
>
WALL TEL OUTLET
VERIFY HEIGHT
WALL MTD EXIT LIGHT
[30
CEILING MM EXHAUST FAN
NS
NON SWITCHED FROM CKT INDICATED
4T
RTU#1
Lcl
038,40,42
GENERAL NOTES:
- LABOR Ek MATERIAL SUPPLIED BY G.C. UNLESS NOTED OTHERWISE.
- INSTALLATION OF MATERIAL BY G.C. UNLESS NOTED OTHERWISE.
- ALL DIMENSIONS TO BE VERIFIED BY G.C. ON SITE.
ELECTRICAL NOTES:
ALL LIGHTING TO BE SUPPLIED AND INSTALLED BY
C-STORE ELECTRICAL CONTRACTOR.
VERIFY EXACT LOCAMON AND HGT. OF PHONE OUTLET
W/ FRANCHISEE. CONTRACTOR TO VERIFY PHONE ENTRANCE
AND PROVIDE CONDUIT AS NECESSARY.
E. CONTRACTOR TO VERIFY ALL EQUIPMENT REQUIREMENTS W/
BUMPIE / FRANCHISEE PRIOR M INSTALLATION.
ALL OUTLETS MEASURED TO THE BOTT. OF CENTER OF ELECT. BOX TYP.
**EM SHUT OFF SWITCH $HALL SHUNT TRIP
PANEL V INCLUDING NEUTRALS. PROVIDE
PLAQUE INDICATING EMERGENCY SWITCH AS
REQ'D BY CODE. PROVIDE RELAY SWITCH AS
NECESSARY TO TRIP PANEL AND NEUTRALS.
PROVIDE EM SHUT OFF IN TRANSACTION
AREA AND ONE AT ISLANDS. SEE SITE
I CAMERA SYSTEM NOTES I
OCCUPANCY SENSOR SCHEDULE
LOCATION
MUIIUN
SENSOR
TYPE
C TALOG
NUMBER
MANUFACTURER
VOLTAGE
MOUNTING
REMARKS
OSC05-UOW-WAL
LEVITON
MOUNTIN
TILIZE W1 POW�R
HA 05SUP20-ODO-WAL (TIME
RESTROOM,
MS1
120VAC
SWITCH
BOX
DELAY SET-30MIN.)
M=C -UTILIZE W POWER
%
WORKROOM,
2300324
MYTECH
PACK, 2300504 E DELAY
OFFICE
I
I
I
SEi KEY NOTE
MS2
ODS15-ID-WAL
LEVITON
120VAC
I
MOUNT IN
L
1
1 2300
MYTECH
CEILING
THESE PLANS AND ALL PROPOSED
AND SUBJECT To ANY WORK
CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER To
COMPLY WITH ALL APPLICABLE CODES.
ES AT
XTERIO
FY FIX' . URE
/SUBMT
LLOOP 1 "C TO EACH DISP
FOR INTERCOM SPEAKER
inir 1" Mi nlsprNq
3/4- C FROM -J- BOX ABOVE c FOR CREDIT READERS.
DOOR HEADER TO TRANSACTION VERIFY WITH PETRO
CTR FOR ELECTRONIC DOOR CONTACTOR EXACT
LOCK TO BE PROVIDED BY REQUIREM�EiNITFi
836 STOREFRONT COMPANY. ELECT B20
CONTRACTOR TO HOOK UP 7'-4#
G BLDG FF
7'-4' SIGN _ettT
— WP AFF m B25 ':D 3 rl
G 10'-4' B35
AFF 0 GFI
ISIS
G eI a), D3d L L 3
7\ LG. 8 CLG. N 1 3
AMEKA (N) N_ Q C
1 -4' 1 �l � C5 LU OA E
AFF EF-1 EF-1 H L_ - - - _j
IC -TaNSACf[07
0 r I N
ME CH. 4 >
DlF
20A CAMERA Lk �Nj Fl
F7 IL>, 1 1`�71 1 L
DIS OF 11 0 AL
OA D36 VERIFY LOCATION D25 120 L�l
OF FLOOR OUTLETS _** EM. SHU
NS\ WITH OWNER A19 B5 OFF S ITC
NIGHT LIGHT TWS SEE NOTE
(AD A24 N B CIT
20
ISIS _J L_ - - - - B35
A
L %
B4 FACE OF SOFFIT A25 E
'BOXE W/ 1 2" l" (FOS) ABOVE.
Q LIN SLAB 0 ISLAND VERIFY W/ CAMERA
L T US SEE TENANT
67 5 A26 S S D A & 10 ISIS —
I 1 22 21
�ERIFY IN
CON�/7.
LINE 'i A36 L EACE OF N N N
HEAJER F SOFFIT OR
DOOR IN CEILING naMP GR ON 00, 31
H RTU 22 2
4 A 27
FOS\
A-6 A25
26
D29 41
OA NS, 42 0
0
®r,,
___j 50S 0 N 1 ID20 6
A25 L_ - L_ L - - - - - J20A E
NS \CAMERA
F201, NS\
P T A B44j
I/ DOOR lem r m GFI
11
.8 20A ' i BOX FED 11 COOLER Hill 11 A -
DOOR qGHTS BY COOLIR
MANUFACTURER VERIFY WitCH 11
11 BP6 11 hiL _JL _J
B39
4
B
CAMERA
CAMERA LOCATIONS SHALL BE
AT:
1 IN TRANSACTION BOOTH
2 IN TRANSACTION BOOTH
3 IN FRONT OF TRANS BOOTH
4 AT FRONT DOOR
5 NW CORNER OF SALES
6 SW CORNER OF SALES
7 REAR DOOR
8 FAST FOOD
9 FAST FOOD
10 IN BEER CAVE
11 AT PUMP ISLAND
12 AT PUMP ISLAND
13 OUTSIDE REAR DOOR
FROM THESE LOCATIONS RUN
3/4- CONDUIT BACK TO OFFICE
AND TERMINATE IN PULL BOX
WHERE SHOWN. VERIFY ALL
ELEMENTS WITH OWNER.
CONTRACTOR
TO VERIFY ALL REQUIREMENTS OF
THIS SYSTEM
WITH OWNER'S SUB CONTRACTOR
AND PROVIDE
FOR FOR CONDUIT BETWEEN POINTS
AS LISTED AND WP JUNCTION BOXES WHERE
REQUIRED AND OR EXACT LOCATION OF INTERIOR
V BOX IE CEILING, WALL, ETC.
DECORATIVE LIGHT F
FRONT COLUMNS. �
ELEVATIONS A5 & 6
PRIOR TO C NSTRU(
CUT SHNSI
I
10'-4'
AFF
< - - - - - - - - - - - - - - -
LIGHTS ON HOOD BY
l" PVC UNDER SLAB HOOD 4'X4'X3/4' PLWO13D
WITH SWEEP ELLS MANUFACTURER. BOARD W1 3' C TO
FROM PANEL V TO SWITCH ON END OF TEL SERVICE
LIFT STATION. HOOD. ENTRANCE VERIFY
LOCATION AND
REQM'TS W/ SO.
BELL BEFORE
BEGINNING CONST.
ALLOW FOR 150'
rmuVIVIL 1.01,111 �U41
LL U NIUAL I'LAN
1/4" - V-13"
Id 4� PCAMERA G
GFI Diso
110'-4"'\
AFF
AFF
L vstffR -1
-------------
GENERATOR I E
L------------ J
NOTE:
3/4' C TO EACH, LIGHT, DISPENSER, W/
'Y` SEALS LEFT UNSEALED EACH END
UNTIL ALL CONTROL WIRING IS INSTALLED,
THEN SEAL. ALL CONDUITS WHICH PASS
THRUOUGH HAZARDOS AREAS SHALL HAVE
SEAL OFFS.
Wp
0 B35
)GFI
Al2
A17
N Z
�>r
k14 L_
A
14 MOE D17
N�,
C
— _:11,4)"OrBIB
12 ,
A'
'G'
F
a
3
.C.
��l
10'-4'
AFF
10'-4'
AFF �
0
cc
C tTC
I SL
FF
M
10 P,
> SLAB
SWEE
Al 6 �PFT
21 A
3\ QBLD�
S,
IGN
C 130r, � i
E
.3"PVC I
SLAB 'A
SWEEP,
A 8
2 FA I RA
0 LA__j
40A C10,12,14 AFF
pj L ii I L. B' _11 �A 1 �-4'
TlY_MN§F_0RME_R
SEE RISER. ALLOW FOR
200' RUN IN BASE BID
ELECTRICAL CONTRACTOR TO
VERIFY WITH FP&L THE LOCATION
OF TRANSFORMER PRIOR TO BEGINNING
CONSTRUCTION. INCLUDE IN BID A
PER Fr PRICE FOR FUTURE CHANGE
ORDER
01
CAMERA PULL
BOX VERIFY
E;kT LOCATION
WITH OWNER
SERVICE DESIGN ONLY
z
EEC
a
Z
w
w
z
Z
� 00
.j
IL
cc
0
<
0
Lu 6 c�
z
co ui
z
CL
CL
en
co
m
llE__
cc
C)
cl.
m
MCC
0 L)
in
z
4c
uj
u.j Z3 W
(L
0 0: 0 Ell
D
C-4
w
a:
7
ELI
cn
80
�
<
29
I
I
IHEET E-1 I
COMM. NO.
28004
MAR 9 2009
WA2008\28004_psl c-store\Cdocs-Revl\28004-E-l—E-2.dwg, 3/9/2009 1:44:40 PM, richard
IV NZ �v �v "I \/ \� \11,
PHOTOCELL ON ROOF
FACING NORTH VERIFY PC
LOCATION W/ OWNER
i@
iz
TIME CLOCK
CKT. B37
CONTACTOR 120 V.
COIL 8P OR EQUAL
ON PER PHOTOCELL
AND OFF TIMECLOCK
(OWNER TO SET TIME)
N13TES
A. LOADS TO BE AUTOMATICALLY CONTROLLED
INCLUDE ALL EXTERIOR BUILDING SIGNS
B. TIME CLOCK TO BE HONEYWELL S7005CIO00
120 VOLT , 7 DAY PROGRAMMABLE , SPDT,
10 AMP AT 120 VOLT RATED
5 55
_j _j 54
n
Uj
CONTRACTOR SHALL VERIFY WITH OWNER EXACT ITEMS TO
BE INCLUDED ON THESE LIGHTING CONTACTORS AND ADJUST
SIZE OF CONTACTORS ACCORDINGLY TO ACCOMODATE ITEMS.
NO EXTRAS VILL BE APPROVED AFTER THE ACCEPTANCE OF
THE ELECTRICAL CONTRACTORS BID FOR ADJUSTMENTS TO
THE SIZE OF THE CONTACTORS UNLESS THE OWNER ADDS
ITEMS THEREAFTER,
PHOTOCELL ON ROOF
FACING NORTH VERIFY
LOCATION W/ OWNER
TIME CLOCK
CKT, A21
CONTACTOR 120 V.
COIL SP OR EQUAL
ON PER PHOTOCELL
AND OFF TIMECLOCK
(OWNER TO SET TIME) —
NOTES
A. LOADS TO BE AUTOMATICALLY CONTROLLED
INCLUDE ALL EXTERIOR BUILDING SIGNS
B, TIME CLOCK TO BE HONEYWELL S7005CIO00
120 VOLT 7 DAY PROGRAMMABLE , SPDT,
10 AMP AT 120 VOLT RATED .
j t4 t3 _j t3
5
LIGHTING CONTACTORS
DIAGRAM NTS
F_
a 9.11 02
320 WATT,
FLAT LENS 0
SCOTSDALE
MH LIGHTS G14
88
0
GS
a.
L
6
NOTES:
ELECTRICAL CONTRACTOR TO COORDINATE WITH
PETROLEUM CONTRACTOR THE FOLLOWING ITEMS
NO. & SZE.
CONDUIT REQUIREMENTS FOR:
PRODUCT MONITORING (AT TANKS) - (1) 1- LOOPED
(INVENTORY CONTROL)
INTERCOM SYSTEM (AT ISLANDS) I- LOOPED
SUBMERSIBLE PUMPS AT TANKS I"
DISPENSERS (AT ISLANDS) 3/4'
CREDIT CARD READERS AT DISPENSERS I*
CANOPY LIGHTS 1 1/4-
MAIN SIGN I"
SPARES 3/4-
ALL ABOVE CONDUITS SHALL BE RUN FULL LENGTH
TO AREAS AS DIRECTED BY PETROLEUM CONTRACTOR. WHERE
REQUIRED BY CODE. USE Y SEALS AND L.ZAVE
UNSEALED.
ALL CONDUITS THAT PASS THRU HAZARDOUS AREAS
SHALL BE SEALED AFTER CONTROL WIRING IS INSTALLED.
SECUR17Y SYSMM BY OWNER, G.C. TO COORDINATE INSTALLATION.
ELECTRICAL CONTRACTOR TO VERIFY W/ PETROLEUM PRIOR TO 810
FINAL WIRING REQUIREMENTS. NO EXTRAS FOR LISTED EQ. WILL BE ALLOWED,
CONTRACTOR TO VERIFY SERVICE REQUIREMENTS AND LOCATION W1 FP.&L
CONTRACTOR TO VERIFY TELEPHONE EQ. LOCATION W OWNER
AND ALLOW SERVICE BOX AMD ELECT. CONNECTION REQ'O.
SEE SITE PLANS FOR ADDITIONAL INFO.
SERVICE NOTE -
ELECTRICAL CONTRACTOR TO VERIFY
EXACT LOCATION OF WITH ELECT SERVICE
NTH F.P.&L SERVICE PLANNER.
CONTRACTOR TO INCLUDE IN BID ALL
ELEMENTS OF SERVICE TO TRANSFORMER.
IF O.H. SERVICE IS AVAILABLE TO PROJECT
PROVIDE ALTERNATE PRICE VERIFY W/
ARCHITECT AND OWNER.
SUMM
70X NEUTRAL
CONVENIENCE STORE: A 8
PANEL A INCL 'G' 226 A 158 A
PANEL 8 146 A 103 A
PANEL D 140 A 98 A
546 A 382 A
350 MCM THW CU m 310 X 2 - 620 A
300 MCM THW CU - 285 X 2 - 570 A NEUTRAL
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
7
G4 G6
8 13.15 8 17.19
Gle
810
0 0
GIO
G12
-----------
ANOPY LIGHTING PLAN
EM SHUT OFF SWITCH
SHALL SHUNT TRIP
PANEL 'G' INCLUDING
NEUTRALS, PROVIDE
PLAQUE INDICATING
EM. SWITCH AS REO'D
BY CODE. PROVIDE
RELAY SWITCH AS
NECESSARY TO TRIP
PANEL AND NEUTRALS.
(2) 3 1/2' 0 W/
3-360 MCM Tmw Cu,
1-300 NEUT IN EACH
10 E C
MIN RAINTIGHT B'XS#
X LENGTH AS REQUIR
3 60
X
3#8. #10 GRND,
400A FUSIBLE SWITCH
WITH CURRENT
LIMITING FUSES
2 SETS
4 #4/0
-
#2 GNF
2 1/2, C,
CONNECTION IN WIREWAY USING ILSCO PTA TAPS
WHICH B13ND ALL 4 CONDUCTORS AND NEUTRAL
IN PARALLEL.
CT CAN
M4OO KOHLER
AUTOMATIC
'D' 'D' C. TRANSFER
SWITCH
3.229 120/208 120/20M
30 4W 30 4W KCT ACTC
1 225 0400S
1-#3/0 CU 100A 208V, 3
PHASE
NEMA 3R
4-
141
G /a
#2 N�
/a, C.
2
BOND TO C.W. PIPE
AND FOOTER STEEL
NEC
(2) 3 1/2' C W/ 3-350 MCM THW CU, 1-300 NEUT
IN EACH SEE SERVICE NOTE
WITH EQUIPMENT SCHEDULE AND CUT -SHEETS PROVIDED BY TENANT.
NOTIFY ARCHITECT OF ANY DIFFERENCES IN EQUIPMENT CIRCUTTING
FROM THAT SHOWN IN PANELS AND ON PLANS.
4-0,
#6 GND
C,
FMIN 8'XI2'XLENGTH AS REQUIRED
WIP GUTTER
B' 'A'
3 150 3 250
10-0 400
2 SETS 1
4-#4/0,
#2 GND
2 1/2. C.
40====*= AT GENERATOR
U
NOTE: ELECTRICAL CONTRACTOR TO
VERIFY ALL REQUIREMENTS OF
AUTOMATIC TRANFER SWITCH PRIOR
TO BEGINNING WORK.
PA* - LOCATION- WORK ROOM MOURTING- 0 SURFACE o FLUSH
V1
SERVlCEz=='.20./_R_v_ VOLTS'==L=�O'=4 W 60 HZ BUSS SIZE- 400 A, BKRS.
=0�MAJN
BKR._______A.__a.P.
0 MAIN LUGS ONLY
_WATTS
_T C9
CIRCUIT
WIRE
POLE
I AMP
NO.
NO.
I AMP
POLE
WIRE
CIRCUIT
WATTS
APr
80
A9f
80
1 CO'
1600
FRZR COMPRESSOR
6
2
40
_lj-%
_g,,,
r,��
_7-"
_4-,,
Llk%
119,-,
27(-,,
31
y
4
4
d
1
/.\_I
2.
2
20
1 1
12
ICE MERCH
1500
1600
1
1
1
1
20
1 1
12
LOTTO
1000
1200
ECRS
12
1
1
20
20
1 1
12
DOOR HEATERS
—
2000
4200.
—
RTU-2 8.0 KW HT ST 5T
8
3
3
50
20
1
12
M OUTLET
Boo
4200
20
1
12
TEL OUTLET
600
4200
- ---
1
+
4-
4-
20
1
12
LIGHTING 0 125X
1600
1200
-1
BLOWER COILS
12
1
1
. 20
20
1
12
OUTLETS
1400
1500
COFFEE MAKER
12
20
1
12
ICE MAKER
1500
1 1
—
1280
OUTLET 20A
12
-I_L_2_0J_ik%
20
20
1
12
20A OUTLET OR
1000 1
200
NIGHT LIGHT
12,
_L_L
1
1 20
20
2
2
T2_
ICE MAKER COMP
1600
600
LIGHTING CONTACTOR TC
12
1
1 20
l
- L
J.
1
1
1600
400
ROOF TOP RECEPT GFII 20A
12
1
1 20
2 0
20
1
12
LIGHTING 0 125X
—
120-0
1000
SOFFIT OUTLETS
12
1
1 20 '24%
0
20
2
1
1
12
LIGHTING 0 125X
1500
--
1670
COOLER COMPRESSOR 2,5HP
8
2
1 40
20
20
1
1
REFRIGERATOR
I Boo
1670
1
1
1
1
60
3
3
_j�?
a
PANEL 'G
6500
1600
CAP MAKER
12
1
20
6500
1000
EXPRESSO
12
1
20
4-
6500
1000
JUICE
12
1
20
20
0
1
1
12
FRZA LINE HTR
1206'
Soo
LIGHTING 0 125X
12
1
20
20
0
12
BEER COOLER COMPRESSOR
1400
1670
COOLER COMPRESSOR 2.5HP
8
2
:4EO:
1400
1670.
L
30
0
1 1
10 1
EXH FAN 2
1
-
1300
75-40
0
13121
12300tl�!TOTAI
WATTS LEFT
I TOTAL WATTS RIGHT I
-
14700,
_T3_
400
-_
14800
TOTAL CONN. WATTS- 101W TOTAL CALC,
LOAD- aj�00 vh: .!%.��Ps
FEEDER SIZE 2 SETS fl/O CONDUIT
SIZE (2) r CLINITER
CONNECTED WATTS ADJUSTED WITH APPROPRLATE MULTIP
IERS AND DIVERSITIES
VERIFY LENGTH OF FINAL RUN AND
NOTIFY ARCHITECT OF SAME.
awlim. 0
��Imlllll
NuAll
oem.
mal MV772 1111
SrIfTell
If
jai* 64!�
WM
WA,
0 MA
FEW
ftE,
07
ftM'
ft.-
1@60
&T�'
NO
Elln.
0 -mom
RTU-2
IFST
3 60
X
3#6, #8
1 1/4' C.
'/A 'B'
B
G' 01 208 10/201
1 20/208 30 4W L3O4W
30 4W �112 q$ 0
400A 20 A
80A
2-2-C W/ 4-#1/0,
#1/0 GND IN EACH
4
-#3, #4 GRND,
1 1/2, C.
NOTE: GENERATOR SHALL HAVE
BUILT-IN OVER CURRENT PROTECTION
SET AT GEN MAXIMUM OUTPUT OR
400 AMPS, WHICH EVER IS HIGHER.
GENERATOR CONNECTION POINT ON
EXTERIOR OF BUILDING. ELECTRICAL
CONTRACTOR TO COORDINATE NTH
MANUFACTURER ALL ELEMENTS PRIOR TO
INSTALLATION.
PHOTO CELLS
ND, 13VER RIDE
SWITCHES
4==N
TC
LTG
CONTACTORS
POLES AS
REQUIRED
NOTE, PROVIDE WP GF1 OUTLET
AT ROOF FOR EQUIPMENT MAINTENANCE
SEE PLAN
NTS
L0 TION- RK ROOM MOUNTING- 0 SURFACE [3 FEUSFr-
lzu—/_20—a VOLTS.-l�O.-i--W 65 HZ BUSS SIZE-. _AIC SKRr,
Ll MAIN MAIN LUGS ONLY
WATTS
CIRCUIT
WIRE
POLE
AMP
NO.
NO.
AMP
POLE
WIRE
CIRCUIT
-9-
AV
I so
cor
1 Goo
FRZR COMPR
.--10
2
30
jj,%
2
25-\
27/-,�
31r,�
lz_lL
:4 1:�
f-,j
1
_�j
/-,�2,
2
igg
20
1
12
_S_PA_R_E_(IS_LA_N_DT
1200
—
1600
1
-L
0
20
t20
'1
1-2
�PARE (ISLAND)
1200
1280
OUTLET 20A
10
1
30
20
20
1
—
12
HAND DRYER
1200
1200
UG"NG 0 125X
12
1
20
20
1
12
SPARE (ISLAND)
1200
1000
BAG IN BOX OUTLET
12
1
20
) 20
1
12
SPARE (ISLAND)
1200
1440
FCB
12
1 A
20
20
1
1 12
SODA
—
1200
I
1
20
20
2
12
1 REMOTE ICE MAKER
1700
1200
1
REFRIGERATOR
12
1
20
L
L
L
1700
1500
LIGHTING 0 125X
12
1
20
20
20
1
12
HAND DRYER
1200
Boo
LIGHTING 0 125X
12
1
20
20
20
1
12
MENU BOARDS
Boo
—
1000
SPARE
12
1
20
20
20
t,-,2
12
MICROWAVE OUTLET
1000
1200
IRRIGATION C,ONTROLLER
12
1
20
20
20
1
12
OUTLET
GOO
1200
FLOOR OUTLET
12
1
20
100
100
3
3
PANEL 'D'
12000
—
1200
SLOWER ILS
12
1
20
1
1
1 1
1 1
12000
1200
OUTLET 20A
12
1
20
J_
J_
1
I
12000
1200
1
SHOW WINDOW OUTLETS
12
1
20
20
2
12
1 2
IRRIGATION PUMP
15001
J.
J_
J.
1
1500
(100
PARKING LOT LTG LC
a
2
20
20
1
12
0 UTLErs
1000
Soo
— 1
1
-L
50
3
a
RTU-1 8.0 KW HT ST
200
1 1000
1
SITE SIGN LC
1 4**
.
2
20
1000
J.
1
:E:::LT
-
42010
7200
7380 1
T T WATTS RIGHT
1199
7ew
WATTS-
We VOLTS.
51ZE PS i CENTER
mo CONDUIT
AOORnERiATE MULTIPUFRR
AND DrvERsmEs
El -B �QCXTIQN- WORK ROOM MOUNTING- (M SURFACE 0 FLUSH
SERVICE- ZGa VOLTS,=A==L0. W 62 HZ BUSS SIZE- 200 A. 10000 BKw.
='�
BKR
C3 MAIN I A. —P.M
=====6!C
MAIN LUGS ONLY
WATTS
CIRCUIT
WIRE
I POLE
AMP
NO.
I
I NO.
I AMP
POLE
WIRE
CIRCUIT
115
Agr
80
CO
Agr
90
C9f
-
1 r-.
_§--,
2.k%
2&%
24-\
27r.,
_311-,�
3&�
2�
Ile%
r,%_2
4
-,,a
/-\_12
ta
20
2
2
Z*113j
r\34
3
20
1
12
BLOWER COILS
1000
I 2ao
OUTLETS
12
�12
1
1
20
20
1
12
FRZR SLOWER COILS
1000
1000
ECRS
—I
—1
__2r
20
1
a
AIR COMPRESSOR LC
1500
1000
SPARE
12
�2O
20
1
a
CANOPY SIGN LC
Boo
1200
CANOPY LIGHTS LC
a
2
20
20
1
8
CANOPY SIGN LC
Soo
IL200
1200
20
1
10
TELEPHONE CKT EXTR
Boo
1600
CANOPY LIGHTS LC
8
2
20
30
2
10
WATER HEATER
22501
1600
J.
J_
J_
1
1
=-T—
1
2250
1600
1600
CANOPY UGHTS LC
8
2
20
20
20
1
12
BEER CAVE BLOWER COIL
10DO
1600
20
20
1
12
EXT'R LIGHTING LC
1600
1280
OUTLETS 20A
12
1
20
20
20
t
1
12
SPARE
1600
1280
OUTLETS 20A
t2
1
�2O
20
20
1
12
1 VACUUM ISLAND LC
1600
1000,
BUILDING SIGN LC
12
1
20
20
'0
1
12
COOLER DR LTS
1000
4000
PARKING LOT LTG LC
8
2
20
20
20
1
12
ATM
Soo
4000
J.
J.
_1
20
1
12
OUTLET 20A CK OUT
1
1200
3220
UFT STATION PUMP 5HP
6
2
20
1
12
SUNS
800
3220
i
1.
1
20
1
12
HOT DOGS
J500
1000
OLITLETS-20A. GFI
12
1
2
20
20
1
12
Off'R UGMNG LC
1000
1000
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THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
SERVICE DESIGN ONLY
Coburn & Associates, Inc
CONSULTING ENGINEMERS
FL. LIC. NO, EB0003138'
OX 577
HGH SPRINGS. FLORIDA 32655-057
PH (904) 454-3748 FAX (904) 4,9 1 652
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ELECTRICAL SPECIFICATIONS
GENERAL
A. Furnish all labor, materials, fixtures, equipment, tools and
service necessary for installation, testing and
adjusting of all electrical systems sholl be furnished
and instclied in compliance with the Drawings,
Specifications, and any Addenda thereto.
B. Drawings and Specification shall be understood to
cover, according to their intent and meaning, complete
electrical systems. Work shown and not specified, or
work specified and not shown shall be performed as
though mentioned in both.
C. Minor Items and accessories reasonably inferred as
necessary for the complete and proper operation of any
system shall be provided by contactor or subcontractor
for such system whether or not they are specifically
called for.
D. The Electrical Contractor shall include in his bid the
cost of furnishing installing, maintaining and
removing all material and equipment required to provide
temporary lights and power to perform the work of oil
trades during construction and until work is completed.
Adequate lighting and receptacle outlets for operation
of hand tools shall be provided throughout the project,
including shanties, trailers, field offices, temporary
toilet enclosures, and shall be extended as
construction progresses.
E. Before submitting a bid, the Electrical Contractor Is
to coordinate with the electric power company to
ascertain, in detail, the division of work, and the
extent of performance by the Power Company shall be
furnished and performed by the Electrical Contractor.
F. All electrical work required by the telephone company
shall be furnished and performed by the Electrical
Contractor. The Electrical Contractor shall coordinate
with the telephone company before bidding.
G. All work shall be performed or installed in strict
accordance with the National Electrical Code and all applicable rules,
regulations and codes of local. state, and Federal Goverments having
lawful jurisdiction, and each contractor and
subcontractor shall be responsible for such compliance,
H. All ponalboards, disconnects, relays, magnetic
contractors and time clocks shall be labeled with the
some designation shown on the Drawings.
1. Labels shall be laminated plastic engraved, with
minimum 3/4 inch width, minimum letter size 3/8 inch.
J. Mount a typewritten directory behind glass or plastic
an the inside of each panel door, showing circuit
number and conpiete description of all outlets on each circuit.
K. Furnish all equipment and personnel and conduct all
tests required to secure approval of the installation.
L Safety Tests
1. All systems shall test free from short circuits
and grounds, shall be free from mechanical and
electrical defects and shall show and insulation
resistance between phase conductors and ground of
of not less than that reqlred by the National
Electrical Code.
2. All systems shall show proper neutral connections.
M. Upon completion of each pary of the electrical system,
the contractor shall demonstrate to the Engineer that
eovh item on that system is installed with proper
covers, safeties, controls, etc., and that all are In
proper working order.
N. A set of "red -lined" electrical drawings shall be
carefully maintained at the job site. Actual conditions
are to be put on the drawings in red on a daily basis
so the drawings will continuously show locations and
routings of cable trays, conduits, pull boxes, circuit
numbers, and other information required by the Engineer.
0. Equipment and materials shall meet or exceed specification
requirements.
and be Now, unused, of best quality and grade. Furnish current model
for which repoicement parts are available.
P. All work shall be performed in compliance with OSHA regulations.
0. Shop drawings and product dote shall be submitted on
all equipment, fixtures, etc.
1. Shop drawings shall be labeled in the some designation
as individual piece of equipment for which they are
being submitted; the proper designation shall be the
clesiqnction used on the various equipment schedules and
or In other Sections of this Specification, i.e.
Fixture A, Panel B, MOP, etc.
R. Job condition shall be determined prior to bidding
in the following manner.
1. Site visit to determine:
a. Existing conditions
b. How and where materials will be delivered and
stored.
c. Special problems encountered during
construction.
2. Examine all Contract Drawings and Specifications
to determine:
a. Type of construction to be used.
b. How construction or work will affect the work
of this Section.
c. Nature and extent of work of other trades
3. Failure to determine existing conditions or nature of
construction will not be considered as a basis for
granting additional compensation.
S. General
1. Contract Drawings show the arrangements and sizes
of principal apparatus and devices to be provided
under this Contract and connection thereto these
shall be followed as closely as actual building
construction will permit.
2. Dimensions of work as indicated on Plans are not
guarantee to be as -built dimensions.
3. No measurements shall be scaled from Drawings and
used as definite dimensions for layout or fitting
work In place.
4. Layout of equipment, as shown on the plan, shall
be checked and exact loccion determined by
dimension of equipment approved by the Architect.
5. Consult the Drawings for all dimensions, locations
of partitions, sizes of structual member,
foundations etc.
6. Do not make final layouts until shop or equipment
drawings are approved end job conditions verified.
7. Electrical reference symbols ore given on the
electrical legend on the drawings.
T. Coordination:
1. Work shall be coordinated between oil Contractors,
Subcontractors, Installers, Suppliers, Trades, etc. to:
a. Insure a neatly fitted installation.
b. Determine the nature and extent of the work
of others.
c. Eliminate interferences.
d. Maintain maximum headroom and clearances.
2. Any interference which develops or is foreseen and
cannot be resolved by the affected trades, etc.,
shall be handled as follows:
a. Cease installation of that portion of the
work which is in conflict as no additional
compensation will be allowed for any
relocation, etc.
b. Continue work only on other portions of the
work which are not in conflict.
c. Notify the Architect immediately.
d. Architect's decision shall be final as to any
relocation, rerouting, removal, etc.
a. No additional compensation will be allowed
for removal, relocation, repairs or changes
required by Interferences.
U. Clear away all debris, surplus materials, etc.
resulting from work on operations, leaving job and
equipment in clean first-class condition.
V. Clean all panel board, switches. boxes, etc., and
leave them in a roody-to-use condition.
W. Install with proper screws or bolts, all ponelboard
and juction box covers.
X. Where factory finish is provided on equipment,
all marred or damaged surfaces shall be touched -up
or refinished hereunder as approved.
Y. In addition to provisions and stipulation set forth in
other Sections of these Specifications, provide
various types of protection as follows:
1. Protect finished floors from chips and cutting oil
by use of metal chip receiving pan and oil -proof
floor cover.
Z. All pumps, motors, fans and other rotating equipment
shall be stored at Site with openings, bearing, etc.
covered to exclude dust and moisture; and protected
form weather from entry of foreign materials.
SCOPE
A. Conduit for power. telephone, fire alarm,
communication, control, and miscellaneous functions
which ere shown on the drawings or described in these
specifications.
1. All boxes for wiring and devices and special systems.
2. Wiring for all power, communication, fire alarm
and auxiliary equipment. controls and other devices.
3. All panels for power, lighting, and distribution
of electricity as shown on the Drawings and panel schedules.
4. All circuit breakers shown on lighting, power,
distribution and main distribution panels.
5. All disconnects and starters as described herein.
6. All fuses as shown and specified.
EXCAVATION AND BACKFILL
A. Contractor shall be coordinate with the General Contractor to determine
the extent of his responsiblity to perform the excavation and backfilling
related to the electrical scope of work..
ROUGH -IN
A. Contractor shall rough -in for all equipment,
fixtures, etc., in building whether or not such
equipment is furnished by this Contractor or under
other divisions of Specifications or by Owner.
B. Determine in advance the location and size of all
openings and chases necessary for proper installation
of all work end have openings and chases provided during construction.
C. Instoll all inserts for hangers and supports of
electrical work as general construction progresses.
D Rough -in openings in masonry, brick, or stud walls shall be cut, not broken or
�hiseled.
E. Openings shall be smaller than the coverplate or box which fitis over it.
F. Openings for recessed boxes shall not be larger
than the coverplate which will cover the final opening
G. Sleeves shall be required at all points where exposed
conduits pass through concrete walls, slabs or masonry
wells. Sleeves installed below grad or where subject
to high water conditions shall be !
BASIC MATERIALS & METHODS installed water tight.
CONDUIT
A. Rigid metal conduit shall be steel, hot dip
galvanized. Minimum size shall be 3/4".
B. Electrical Metallic Tubing (EMT) shall be steel,
electro or hot dip galvanized.
C. Flexible Metallic Tubing shall be galvanized steel.
Sealtite type UA or EF shall be used for all motor connections.
D. Rigid Non-metallic conduit shall be listed for use
as electrical raceways. All PVC shall be high density
Type I Schedule 40.
E. All conduit shall be installed in a first-class workmanship manner.
F. All conductors shall be installed in conduit.
G. Fitings or symmetrical bands shall be required
wherever righ angle turns are made in exposed work.
H. Bonds and offsets shall be avoided wherever possible,
but where necessary, they shall be made with an approved conduit banding
machine,
1. All conduit joints shall be cut square, reamed smooth and drawn up tight.
J. Conduit shall be installed in horizontal and vertical
runs in such a manner as to Insure against trouble
from the collection of trapped condensation and shall be arranged so as to be
devoid of traps.
K. Special care shall be used in insuring that exposed
conduit runs are parallel or perpendicular to walls,
structural members, or intersections of vertical planes and ceilin�g.
L. During construction, all conduit work shall be
protected to prevent lodgement of dirt, plaster or
trach in conduits, fittings or boxes.
M. Conduits which have been pklugged shall be entirely
freed of accumulations or be replaced.
N. All conduits in floors or below grade shall be swabbed
free of debris and moisture before wires are pulled.
0. Conduit shall be properly supported as specified elsewhere in this Section.
P. Expansion fittings or other approved devices shall be
used to provide for expansion and contraction where conduits ciross building
expansion joints.
0. A flexible rounding strop shall bridge expansion joints and shall be bonded to
conduit.
R. Conduit, boxes, devices, lights, etc., shall be located so that they will not interfere
with intended use of eyeboltsm monorails, or other lifting equipment.
S. Conduit above stab shall be run concealed in the walls
or ceilings unless specifically noted to be exposed.
T. Conduit under ground and or slab sholl be buried 24 inches rninimum.
U. Exact routing of conduit shell be determined in the field for ease of Installation
provided that the following criteria is met:
1. All conduit, home runs. and circuits are made to
the panel specified on the drawings an6,or panel
schedule. Any deviation in this reguard shall be
done only with written approval of the Architect.
2. Conduits shall be run so as not to conflict with
ductwork, diffusers, mechanical equipment and piping.
3. Conduit is not noted or detailed to be specifically run in a particular
location.
4. Hangers and supports shall be attached to stud wells with wood screws.
V. Final connection to motors, etc., sholl be made with either:
1. The some type of conduit which leads up to the equipment: or.
2. Armored flexible conduit which sholl be waterproof
for any locations outside, in kitchens, or any
inside arse subject to water, heavy moisture, condensation, etc.
W. SPECIFIC CONDUIT TO BE USED
1. All conduit and fittings sholl be in now, unused
condition free from rust, excessive dirt and
moisture, kinks, flats, cuts, or other distortions
of shape caused by impact, crushing or bending.
2. Concealed conduit in building, above slab shall be
EMT conduit with "set -screw* or compression fittings.
3. Exposed conduit in building, above slab shall be
EMT conduit with "set -screw" or compression fittings.
4. Conduit embedded in or penetrating slab shall be
PVC with waterproof joints.
5. Exposed conduit outside building, above grade
shall be rigid galvanized steel with threaded waterproof fittings.
6. Underground conduit shall be PVC with waterproof joints.
SUPPORTS AND HANGERS
A. All conduit shall be supported on structural building
members, i.e. columns, beams, purlins, block, studs, etc.
B. Conduit shall be supported on galvanized or aluminum
brackets, clamps, or straps.
C. Conduit hangers shall be attached to building steel
by beam clamps or welding.
D. Hangers and supports shall be attached to stud walls
with wood screws.
E. Hangers and supports shall be attached to masonry
with expansion type anchors (shield).
F. Supports shall be channel type supports such as
manufactured by Uni-Strut, Globe, Kinclorf, or equal.
BOXES
A. Pullboxes inside buildings shall be code gouge and
size, galvanized steel with screw type cover.
B. Pullboxes outside building above grade shall be
code gouge and size, galvanized steel with enamel
finish and screw type cover. Boxes shall be rainproof and waterproof
C. Pullboxes outside building in slob type gasketed cover
and completely weatherproof.
D. Switch and outlet boxes in standard stud wall
thicknesses shall be galvanized steel, 2 1/2 inch deep.
E. Switch and receptacle boxes in firred wall or wall less
than standard stud depth shell be galvanized steel. 1 1/2 inch deep.
F. Well boxes in four Inch block shall be galvanized steel 2 1,/2 inch deep.
G. In walls larger than four inch block -galvanized steel 3 1/2 inch deep.
H. Boxes may be ganged as required for multiple switches, etc.
1. Through -wall boxes are prohibited.
J. Lighting outlet boxes and specified junction boxes
shall be galvanized steel, 4" octagon with cover.
K. Floor boxes shall be standard depth -cost steel, flush
mounted cover with brass. Furnish with threaded brass receptacle covers.
L. Telephone boxes shall be standard gouge galvanized steel, 4 inch square.
M. All wiring devices sholl be installed in metallic
boxes. Provide outlet boxes, receptacle boxes.
juction boxes. etc., where shown on the drawings
and/or required by the National Electrical Code.
N. Provide pull boxes as shown on the Drawings, as
required by code or as needed for ease of construction.
0. Outlet shall be installed in the location shown on the drawings.
P. Contractor shall study the general building plans in
relation to the space surrounding each outlet, in
order that his work may fit all other work required by these Specifications.
Q. AN steel supports for outlet boxes shall be furnished and installed.
R. Outlets boxes for use with exposed steel conduit
shall be cost steel. Cost metal fittings shall be
cost steel. Cast metal fittings sholl be Crouse -Hinds, Square D, Bryant, or equal.
S. All openings in electrical equipment, enclosures,
cabinet, outlet and junction boxes shall be by means
of welded bosses, standard knockouts, or shall be
sawed, drilled, or punched with tools specially made
for the purpose. The use of a cutting torch is prohibited.
T. All conduit connections to electrical boxes shall be
made with locknuts and nonmetallic bushings.
U. Locknuts shelf be drawn down tight to make ground
connection between the conduit and box.
WIRE AND CABLES
A. All wire used throughout work shall be soft drawn
copper of not less than 9M conductivity.
B. Wire and cable shall be new; and manufacturer's
name permanently marked on the outer covering at regular intervals.
C. Conductors AWG No. 8 or smaller may be solid or
stranded; larger sizes shall be stranded,
D. All conductors for general wiring shall be insulated
with THW or THHN insulation.
E. Conductor markings and color coding shall be in
accordance with the latest edition of the N.E.C.
F. Green color coding Is required by the N.E.C. for conductors used for grounding.
G. All wiring shall be installed In conduit.
H. Conductors shall be sdized according to the National
Electrical Code or as shown on the drawings whichever is greater.
1. Minimum size for 20A receptacle and lighting circuits
shall be No. 12 AWG-where distance from poneboard to
load exceeds 65 feet, use No. 10 AWG minimum; over
100 feet, use No, 8 AWG.
J. All wiring shall be fully polarized throughout
using white wires for neutral and making all switching
connections in colored hot wires.
K. No conductors shall be drawn into conduits until all
work which may cause damage is completed; only
approved cable lubricants shall be used.
L. As for as practical, all feeder cables shall be
continuous from origin to panel termination without
running splices In intermediate pull boxes.
M. All cable terminols, taps and splices shell be made
with solderless, pressure type connectors; connectors
shall be Type QA-B or 02A as manufactured by Burndy,
Okonite, McJunkin or equal.
N. The minimum free length of conductor at each box for
the connetion of a fixture, switch or receptacle shall be 80.
PANELBOARDS
A. The panelboards sholl be of dead -front construction
with code gouge galvanized steel box, and hinged
front finished in grey lacquer.
B. Doors shall be provided with c plate tumbler lock
with flush handle and typed directory card and holders.
C. Panels rated 225 amp or less and 10,000 AIC shall
be Square 0. type NOD, or equal.
0. Panels rated 225 omp or less and greater than 10,000
A.I.C. shall be Square D, Type NQOB, or equal.
E. Panel rated 4.00 to 800 amp shall be Square D,
"I -Line' or equal. Panels greater than 800 amps ore
considered to be Distribution Switchboards.
F. Furnish and install electrical system as described
on Drawings, panel schedules and electrical riser diagram.
G. Panels sholl be surface mounted or recessed as
specified on the panel schedule.
H. All ponelboards shall be circuit breaker type unless noted otherwise.
1. Voltage, phase, wires as specified on schedules,
J. Solid neutral.
K. Panels rated at 10,000 AIC shall hove stab -in breakers.
L. Panels rated greater than 10,000 AIC shall have bolt -on breakers.
M. Breakers size and quanity as shown on Schedules,
N. Breakers listed as *spars" shall be furnished and installed.
0. Panel listed with "space" shall be provided with extra space for future breakers.
1. Each "space" shall be on one single pole.
P. Panels rated 225 amp. or less shall be provided as
full 42 space panels unless specifically noted otherwise.
0. Unless otherwise Indicated on Drawings, install all
panels with the top of the trim V-21" above finished floor.
R. Install parielboards in location shown on the Drawings.
S. Ponelboards shall be mounted with screws, bolts. or anchors as required.
T. Panels shall not be supported by conduit alone.
U. Where panels ore installed on or near conductive
surfaces as defined by the National Electrical Code,
3/4 inch ply boards shall be installed on walls
behind and beside the panels to assure code compliance.
CIRCUIT BREAKERS
A. Breakers shall be of the size specified on the Panel
Schedules.
B. Breakers rated at 10,000 AIC "hall be plug -on.
C. Breakers rated greater than 10,000 AiC shall be
bolt -on.
0. Breakers shall have visual trip indicators.
E. Breakers sizes shall be verified against equipment it serves.
F. Current limiting breakers shall be used where shown on panel schedules.
G. On three-phase panel, breakers shall alternate
consecutively between busses to provide a balance load.
H. Breakers type (Square D listed for reference only).
1. For Type NQ0 and NQOB Panels, the breakers shall be
equal to the Square D numbers as listed below:
Main Breakers:
1. 10.000 AIC - Q1B. Q2, KA. LA
2. 22.000 AIC - QIB-VH, 02-H, KA, LA
3. 42,000 AIC - KH, LA
4. 65.000 AIC - KH, LH
Branch Breakers:
1 - 10,000 AAC - 00, QOH, 01-H
2. 22,000 AJC - QO-VH. Q1-VH
3. 42,000 AIC - 01H
4. 65,000 AIC - OH
J. For 1-Une panels, the main breaker shall be 65,000
AIC rated, and equal to Square D Models FA, FH, KA,
LA, LH, MA, MH.
K. The branch breakers shall be rated at 65,000 AIC and
equal to Square 0 Models FA. FH, FY, IF, 02, Q2-H,
Q2H. KA, KH, IK. Q4� LA, LH, MA, MH, ME,
L. Breakers listed as current limiting breakers shall be
equal to Square D - I - Limiterm, in IF or IK frame
sizes.
M. Furnish and install all circuits breakers as described
on the panel schedules and drawings.
FUSES
A. General duty fuses shall be equal to Bussmon 250 volt,
Tron, JJN Fuses.
B. Motor circuit fuses end compressor fuses shall be
equal to Bussmon 250V, "Fusetron FRN" dual element fuses.
C. Current limiting fuses shall be equal to Bussman KTN-R fast acting fuses.
DISCONNECTS
A, Ampere rated for general disconnects.
B. Horsepower rated for motor disconnects.
C. Meet Federal Spec. W-S-865c for Heavy Duty Switches.
D. UL Listed.
E. Grey baked enamel finish.
F. Quick -break operating mechanism.
G. Visible handle.
H. Meats NEMA KSI-1975 for Type HD.
1. Indoor disconnects sholl be NEMA 1.
J. Outdoor disconnects shall be NEMA 3R.
K. Supply and install a disconnecting means for each
motor where required by N.E.C. shown on drawings.
L. Locate disconnect as shown or as near as possible to motor.
M. Disconnects furnished as an Integral part of any
piece of equipment shall be accptable in lieu of a safety switch.
N. Switches shall be fused where shown on drawings.
0. Motor rated switches shell be acceptable as
disconnects for motors of 1/3 HP or less.
FLUORESCENT BALLASTS
A. Furnish all fluorescent lighting fixtures with electronic energy
saving type ballasts, for all F 32 T8 and F 24 T8 fixtures
B. Ballasts for fluorescent lamps shall be UL listed.
Class P, FCC Certified, High Frequency (25 KHZ)
Cathode Heat Cutback, and Transient Protected.
STARTERS C. Maximum wattage input to each 48 fluorescent
A. Provide magnetic or manual starters and associated tube shall be 34 watts and 24 watts for a 30 inch
equipment as required for each motor. tube.
B. Each starter shall have propedy sized thermal D. Ballasts shall be manufactured by G.E., Advance, or equal.
overload protection for the motor it serves.
C. Overloads shall be manual reset type. DATA/TELEPHONE
D. Supply and install magnetic motor starters with A. Provide an empty conduit system for Telephone /Date Including
appropriate control buttons or switches for each
piece of equipment unless other specifications fish wires, boxes and blank plates.
call for starter to be furnished with equipment. B. Conduit and outlets shall be as shown on the drawings
E. Contractor shall coordinate with both general and the telephone riser.
contractor and mechanical contractor to assure that C. Consult the local utility representative for any
a starter has been provided for all equipment. special requirements prior to starting the work.
COMBINATION STARTERS D. Provide phone board as shown with 120 volt outlet and
A. Where both a disconnect switch and motor starter ground mounted on the board.
are required, a combination starter shall be
acceptable In lieu of individual components. E.D. Provide DATA board as shown with 120 volt outlet and
ground mounted an the board.
WIRING DEVICES
A. Model or part number listed below are for
reference and
SURGE SUPPRESSORS
establishing quality.
A. All surge suppressions devices shall be manufactured by a company
B. In so for as practical, all wiring devices shall be
normally engaged in the design, development, and manufacture of such
of
devices for electircal and electronics systems equipment. the said firm shall
the some manufacturer.
offer a five - year (5) warranty.
C. All catalog numbers listed are Hubbell unless
noted.
B. Equipment certificaion: Items shall be listed by underwritters' laboratories,
D. Acceptable manufacturers shelf be Hubbell, Pass
shall bear the UL seal and be amrked in accoraclance with referenced
and
standard.
Seymour, Leviton, or Arrow -Hart.
C. Surge suppressions devices shall be installed and located in accordace with
E. General Purpose Receptacles
requirements of all applicable National Fire Protection Association (NFPA)
1. General purpose receptacles sholl be
codes.
specification
D. Suppressors shall be designed for the specific type and voltage of electrical
grade, 120 volt AC. 15 amp, NEMA 5-15R.
service and shall provide clamping action for both normal (L-N) and
grounding
type, ivory.
common (L-N-G) mode protectiton.
2. Catalog numbers shall be:
E. Suppressors shall be a hybrid design, and include circuit with tight,
a. Single receptacle: 5261-1
wove-trocking clamping characteristics.
b. Duplex receptacle: 5262-1
F. Suppressors shall be designed to withstand a maxium continuous operating
F. Single appliance type
voltage of not less than 115 % of normal RMS line voltage.
1. Single appliance type receptacles shall be
G. Suppressors shall contain internal softy fusing, when required, to
specification grade, 120 volt AC, NEMA 5-20r,
disconnect the suppressor from the electrical source if the suppressor fails,
20 amp, grounding type, ivory.
in order to prevent catastrophic failure modes.
2. Catalog numbers shall be:
a, Single receptacle: 5361-1
H. Suppressors shall meet or exceed the following criteria:
b. Duplex receptacle: 5362-1
1. PANELS H1, H2, H3. H4. HB:
G. Special purpose receptacle
Leviton Manufacturing 32000 series or approved equal.
1. Special purpose receptacles shall be installed
a. 120/208 volt, 3 phase 4 wire, WYE
as required and as shown to match equipment
b. Leviton model 32120-DY3
and
c. Surge capacity of 75,000 amps
appliance cord.
d. Suppressors shall be tested as per IEEE C62.41-1991 to
2. Catalog numbers for special purpose receptacles
determine clamping voltages using category C3 test criteria.
shall be as follows, based on voltage and
1. PNL HC & TYPICAL TENANT: Leviton Manufacturing 42000
amperage:
VOLT AMPS NEMA COLOR CAT. NO.
series or approved equal.
125 30 5-30R Black 9308
1. 120/208 volt, 3phose 4 wire, WYE
125 50 5-50R Block 9360
a. Leviton model 42120-DY3
250 30 6-30R Black 9330
b. Surge capacity of 50,000 amps
250 50 6-50R Black 9367
c. Suppressors shall be tested as per IEEE C62.41-1991 to
H. Switches
determine clamping voltage using Cat. 83 test criteria.
1. General lights switches shall be specification
J. The UL 1449 suppression rating for any mode shall not exceed:
grade.
VOLTAGE PHASE MAXIMUN SUPPRESSION RATING
125-277 volt, 15 amp, heavy duty, Ivory.
120 1 600V
2. Catalog numbers shall be:
120/208 3 600V
SPST 1101-1
DPST 1102-1
240 3 1200V
3-Way 1103-1
277/480 3 1200V
4-Way 1104-1
K. Dedicated 120 volt, 20 amp power connection to circuits where indicated
3. Motor rated switches shall be used for any
on drawings shall equal Levilton model 51020-WM. Provide hardwire or
switches
receptacle type device to match equipment when required.
controlling singles phase motors.
Provide on Tel backboard receptacles.
4. Motor rated switches shell be 120-277 volt and
rated
in accordance with the voltage and amperage of
the
motor.
1. Cover plates
1. All cover plates shall be ivory plastic unleMESE PLANS AND ALL PROPOSED WORK
noted. AND SUBJECT TO ANY CORRECTIONS
2. Catalog numbers:
a. Switchew Single gong --PI REQUIRED BY FIELD INSPECTORS THAT
Two gong - - - - - P2
Three gong - - - P3 MAY BE NECESSARY IN ORDER TO
b. Single Receptacle 93091 COMPLY WITH ALL APPLICABLE CODES.
c. Duples Receptacle Single gong P8
Two gong P82
d. Telephone plate Single gong plate with rubber
bushing
e. Television plate Single gong with coaxial
connector for cable connection.
f. Special purpose outlets: Single gong P7882
Duplex 7423
g. Weatherproof covers: Switches 7420
Receptacles 5205WO
SERVICE ENTRANCE, METERING, GROUNDING AND
GROUND FAULT PROTECTION
A. Underground or overhead service entrance as shown on drawings.
B. Installation of metering equipment and hardware as described herein or as
shown on the drawings.
C. All equipment and circuits shall be grounded in accordance with the National
Electrical Code, Artical 250.
D. Provide ground fault protection for all circuits noted on the drawings as GF] or in
all receptacles In bathroom, and exterior location
E. Provide ground fault protection an all temporary construction circuts as
required by OSHA or the Notion Electrical Code.
SYSTEM DESCRIPTION
k Service Entrance
1. Provide underground service entrance, meter bass and/or
current transformer cabinets, feeders, etc., as shown on drawings.
B. System Ground
1. Ail conduits shall contain a continous 'green" ground wore which
sholl be sized in accordance with Table 250-95 of the
Notional Electrical Code.
2. The ground conductor shall be bonded to the conduit as the ground
conductor.
3. Provide a driven ground rod as close as possible to the service
entrance location, sized as shown on the drawings or in accordance
with N.E.C.
4. Bond ground to nearest cold water supply pipe and to footar or slob steel
with some size conductor as reqired for driven ground.
5. Provide ground wire #8 Minimum to the telephone board.
C. Mechanical Equipment
1. All mechanical equipent motors shall hove grounded cases.
2. All equipment shall have a ground wire bonded thesquipment
cabinet fame, ect.,to the system ground.
D. Ground Fault Protection
1. Ground fault protection shall be provided for all receptacles
labelled GMI or where required by letter A of this section
2. T notion GFI on the drawings denotes a ground fault protected
d ult protection maybe provided by a ground fault
t t cl
ocle or ground fault breaker.
o a
a
Mida rd 'receptiacles shall be considered ground fault protected if in series
S
C;()Ih an upstream GFI receptacle.
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Coburn & Associates, Inc.
P.O. Box 57 7 4
Idigh Springs F 32 6577
(386) 454-37� �- WF6!.�4 �2652
EB # 0003
Ric ho #4�2820
E-3
COMM. NO 28004
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NEW 406C FIRE EX77NGUISHER
1
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RETAIL FACILITY
0 CASHIER'S AREA -
2,400 S.F. (60'x4O')
EMERGENCY S70P BUTT:ON�
MOUNTED 0 CASHIERS AREA.
I
DE -ENERGIZES FUEL SYSTEM
INTERCOM 0 CASHIERS
COUNTER. A TTENDANT 5HA"
AT ALL 77MES BE ABLE 70
COMMUNICATE WTH PERSONS
IN DISPENSING AREA PER
MCPA 30 AND SS 526.141
NOTE:
STAGE 11 UNDERGROUND PIPING WILL BE INSTALLED AS
INDICATED, BUT CAPPED -OFF LIQUID TIGHT IN PIPING SUMP
AND DISPENSER CONTAINMENT BOX FOR POSSIBLE FUTURE
USED. NEW DISPENSER WILL NOT BE STAGE 11 EQUIPPED.
S00017'43" 250.00'
NEW HOSE BIB
RUN NEW Y,' WA TTR SUPPL Y FOR
NEW HOSE BIB SINGLE PRODUCT DIESEL DISPENSERS
WTH HIGH FLOW HOSES, NOZZLES
NFPA WARNING SIGNAGE AND ACCESSORIES, A 70P 61H.
MOUNTED ON IN57DE FACE OF RAISED ISLAND, TYP 2
CANOPY COL 0 84' A-FG SEE
THIS SHEET FOR DETAIL T)P. 7
40�0"
16�0' J7'-O'
DIESEL EACH SIDE
VERS
HIGH HOSE REIRIEWRS W/
PEWCO 360 & Z
-11 4
PEMC0 360 HB, TtP. 2
-------- -----
LEMERGENCY STOP
. DE -ENERGIZES
SYSTEM
2701J10 DIW FIG LIZ -4
PRODUCT PIPING, TtP�
NEW PIPE BOLLARD.
SEE DETAIL THIS SHEET _j
TYP 17
2576.(
CAYUGA AVENUE
NEW A T-GRADE WA ME 0 VA 77ON
I -HOSE J-PRODUCT BLENDER MPD W/
HEALEY HOSES� NOZZLES AND
ACCESSORIES, TYR 6
J7�0' 16'-0'
�2101JIO D1W FIG Nt
PRODUCT PIPING, 7YP. C\I
2-013-0 O/W
FIG VENT LINES
(.0
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0
VIEW RISERS
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�r ,
ATOP (1) 15 , (11) IOK
GAL O/W GLASMEL TANKS
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STAGE /7 9R. F71RUNK
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APPLICANTIOWNER:
TWIN OIL COMPANY, INC.
15300 N.W. 7TH AVENUE
MIAMI, FIL 33169-6287
(305) 688-9613
PROJECT:
TWIN OIL SUNOCO STATION
INTERNATIONAL AIRPORT BUSINESS PARK
PORT ST. LUCIE BLVD. & CAYUGA AVENUE
PORT ST. LUCIE, FLORIDA
ENGINEER:
MDM SERVICES INC.
1412 S.W. 34th AVENUE
DEERFIELD BEACH, FL 33442
(954) 427-3076
No Smoking Turn Off Engine
FAILURE TO USE CAUTION MAY CAUSE SERIOUS
INJURY, ILLNESS OR DAMAGE
HARMFUL OR FATAL IF SWALLOWED
CAN CAUSE SKIN AND EYE IRRITATION
GASWOLINE
HEALTH & SAFETY WARNING
DANGER
Extremely Flammable
Vapors may explode
Keep away from heat, sparks and [lame
Warning: 11 is unlawful & dangerous to dispense gasoline
into unapproved containers.
TURN OFF ALL PORTABLE BATTERY -OPERATED DEVICES
BEFORE FUELING
static electricity can ignite gasoline vapors when filling portable
containers or equipment.
Place portable containers or equipment on ground before filling -
do not fill containers or equipment that are inside or on truck beds,
trailers, vehicle trunks, or vehicles. Keep nozzle spout in contact
with the containers during the entire filling operation.
Refer to manufacturer's Inatructions for safe fueling Of gasoline
powered equipment.
PROLONGED HIGH LEVEL EXPOSURE MAY CAUSE
SERIOUS HEALTH PROBLEMS
LONG-TERM EXPOSURE TO VAPORS HAS CAUSED
CANCER IN LABORATORY ANIMALS
Avoid prolonged breathing of vapors Never sipleon by mouth
Keep late away from nozzle and gds tank Keep away train eyes and skin
on not use as a solvent or cleaning agent Keep away from children
NFPA WARNING DETAIL (TYP. EA. DISP
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
J�-4'
1 2;11
3 1/2" O.D. SCHEDULE 40
"U" BUMPER FILLED/CON.;
SET BUMPER 1'-0" CLEAR OF
ISLAND FASCIA. PAINT TOP HALF
SAFTEY YELLOW, LOWER HALF
SAPPHIRE BLUE.
SEAL GAP AROUND STEEL BUMPER
W/SEALANT/BACKER ROD
6" REINFORCED CONCRETE
PAVEMENT SURFACE
GROUT TOP 3" OF SLEEVE,
RECESS 1" FOR SEALANT
FILL GAPS UNDER AND AROUND
STEEL TUBE W/ MASON SAND
5" SCHEDULE 40 PVC SLEEVE
INSTALL CONCRETE FOOTING &
PVC SLEEVE PRIOR TO POURING
6" REINFORCED CONCRETE SLAB
-U" TYPE BUMPER POST DETAIL
N-0 SCALE
ew O?N
G
NOX%0"10
-
PROVIDE
and INSTALL N,F-P-A
"WARNING" SIGNS N. & S.
FACE OF
EA. CANOPY COLUMN
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1) NO SMOKING
2)TURN-OFF ENGINE
3)IT IS UNLAWFUL T(
DISPENSE FUEL IN
UNAPPROVED
CONTAINERS
12 "
SCOPE OF WORK:
PROVIDE ALL LABOR, MA TERIALS, AND EQUIPMENT TO COMPLETE INSTALLA 77ON OF NEW
FUEL STORAGE, PIPING AND DISPENSING SYSTEMS COMPLETE, SUMMARIZED AS FOLLOWS:
1. COMPLETE INSTALLATION OF (2) TWO NEW DIW UIG STORAGE TANKS (1 EA 6' DIA.
15K COMPARTMENTED (IOK REG & 5K DIESEL); AND B'DIA. IOK PREMIUM). INSTALL
NEW SUMPS, FILLS, VAPOR, VENT TURBINES, GAUGE, AND LEAK DETECTION
EQUIPMENTAND STA77C GROUNDING CONNEC77ONS.
2A. GAS ISLANDS: SET NEW A T-GRADE, DOUBLE -WALL, DISPENSER CONTAINMENT BOXES
PER PLAN; INSTALL NEW DOUBLE- WALL P78ERGLASS PRODUCT LINES FROM NEW
TAW SIPS TO EACH CONTAINMENT BOX PIPE NEW CONTAINMENT BOXES TO
RECEIVE NEW DISPENSERS; AND TEST
2B. DIESEL ISLAND: SET NEW AT -GRADE, DOUBLE -WALL DISPENSER CONTAINMENT BOXES
PER PLAN AND DOUBLE -WALL FIBERGLASS PRODUCT LINES FROM NEW DIESEL TAW
SIP TO EACH CONTAINMENT BOX; PIPE NEW CONTAINMENT BOXES TO RECEIVE NEW
DISPENSERS, AND TEST
3 INSTALL NEW VENT RISER RACK ASSEMBLY. ROUTE NEW DOUBLE WALL VENT PIPING
FROM TANKS AND SECURE TO NEW RACK SUPPORT.
4. COMPLETT INSTALLA 77ON OF VEEDER-ROOT TAW LEVEL GAUGING AND LEAK
DETECTION EQUIPMENT.
5A. SET NEW MANHOLES AND PRODUCT ID; FORM & POUR NEW TAW SLAB.
NOTE: ALL IAIHI'S TO HAVE BOLTS DOWN, WATER TIGHT LIDS (PEIICO
#107 OR EQ.)
5B FORM AND POUR NEW A T-GRADE (GASOLINE) AND RAISED (DIESEL) DISPENSER
ISLAND.
NOTE: USE COLORED CONC. (BLACK) FOR DIESEL ISLANDS.
5C. FORM AND POUR NEW DRI VEWA Y CONCRETE
6A. SET At CONNECT NEW WA YNE OVA 77ON BLENDING DISPENSERS (6 EA.). WTH HEAL Y
W-1000 STAGE# VR, HEALY HOSES, NOZZLES, BREAKAWAYS. STARRIP PURGE &
CAUBRA 7E.
6B SET & CONNECT NEW WA ME HIGH SPEED SINGLE DIESEL DISP. (I EA.). INSTALL
NEW HIGH FLOW HOSES, AUT014A 77C NOZZLES AND BREAKA WAYS. START-UP PURGE
& CALIBRA TE.
Z REWOVF11?ER_ACE EXIS77NG NFPA JOA 9.2.5.4 WARNING SIGNS --- INO SMOKING
STOP MOTOR... - WTH NEW SIGAIDECALS 0 EACH DISPEMSER11SLAND AS OCCURS.
SEE DETAIL THIS SHEET.
GENERAL NOTES:
1. CONTRACTOR TO VERIFY FIELD COND177ONS AND INCLUDE AS PART OF BID ALL WORK
NECESSARY FOR A COMPLETE AND FINISHED PROJECT
2 MASTER BUILDING PERMIT IMLL BE FURNISHED BY OWNER'S ENGINEERING CONSULTANT,
CONTRACTOR IS RESPONSIBLE FOR ALL SUBCONTRACTOR PERM17S AND TRANSFER OF MASTER
PERMIT TO HIS LICENSE.
J CON7RACTOR SHALL INCLUDE IN HIS BID COSTS FOR ALL TANK AND PRODUCT LINE 7ES77NG
TANK, PIPING AND INSTALLATION NOTES:
1. ALL NEW EQUIPMENT MA 7FRIALS, AND ACCESSORIES SHALL BE FOEP APPROVED,
INSTALLED AND TESTED IN ACCORDANCE WTH THE APPLICABLE MANUFACTURER'S
1NS7RUC7IONS.
2 ALL TAW AND PIPING 1ASTALLA770N WORK IS TO BE PERFORMED BY A STATE
REGISTERED POLLUTANT STORAGE SPECIALTY CONTRACTOR.
J. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WTH APPLICABLE STATE, COUNTY AND
MUNICIPAL REQUIREMENTS --- THE 2005 FLORIDA FRE PREVEN77ON CODE, FAC CHAPTER
69A-49- UNIFORM FIRE SAFETY STANDARDS FOR SELF SERWCE GASOLINE STATIONS*
AND THE FOLLOKING REFERENCE STANDARDS:
NATIONAL FIRE PROTECTION ASSOCIATION'
JO FLAMMABLE AND COMBUS77BLE LIQUID CODE
JOA AUTOM077VE SERVICE STA77ON CODE
329 UNDERGROUND LEAKAGE OF FLAMMABLE AND
COMBUS77BLE LIQUIDS
70 U477ONAL ELECTRIC CODE
AMERICAN PETROLEUM INSTITUTE.
1615 INSTALLA7701V OF UNDERGROUND PEMOLEUM STORAGE SYSTEMS
1604 RECOMMENDED PR,4C7ICE FOR ABANDONMENT OR
REMOVAL OF USED U.G. STOR4GE TANKS
PETROLEUM EQUIPMENT INSTITUTE.
RPIOO RECOMMENDED PRAC77CES FOR INSTALLA71ON OF UNDERGROUND LIQUID STORAGE
TANKS
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.-
CONS7RUCTION SAFETY AND HEAL 7H REGULATIONS SUB -PART P, 1902 50 THRU 1926 653
FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION.
62-761 STORAGE TANK SYSTEMS
4. THE CONTR4CT0R SHALL BE RESPONSIBLE FOR SCHEDULING UNDERGROUND UTILITIES
IDENTIFICATION BY CONTAC77NG SUNSHINE ONE CALL (1-800-4.32-4770) AND
APPLICABLE MUNICIPAL JURISDIC7701V AT LEAST 48 HOURS PRIOR TO START OF
CONSTRUCTION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING REQUIRED N077CE(S) AND
SCHEDULING APPLICABLE CITY COUNTY ANDIOR STATE INSPEC77ONS AS REQUIRED FOR
PERMIT CLOSE OUT(S).
6. CONTRACTOR SHALL FOLLOW ALL MANUFACTURERS INSTALLA77ON INS7RUC77ONS.
INCONSISTENCIES BETWEEN THESE DRAWINGS AND OWNERS REPRESENTATIVE PRIOR TO
PROCEEDING W17-H THE WORK.
CONSTRUCTION NOTES:
1. 1777= TAW FARM., 8' THICK 3000 PSI CONCR= REINFORCED WITH &6-1429xW2.9
WWM. TAW SLAB MANHOLES TO CROWN 1 112- ABOVE SLAB GRADE.
2. DRIVEWAYS: (64NOPY SLAB) TO BE 6- THICK JOOO PSI CONC REINFORCED
WITH ONE (1) LAYER OF &6-1*29xil,29 WKM
J. ASPHALT PAVEMENT TO BE REPAIRED USING 2' T�PE 5- 11 MOD1f7ED PLACED
OVER 8' OF CRUSHED ROCK COMPACTED 95X M4X. RELATIVE DENSITY AASHTO
T-180, (MODIFIED PROCTOR).
4 NEW CON57RUCnON JO#VTS TO BE AS IN0447ED ON PLANS, OR LAID-OUTICONFIRMED WITH
PROJECT ENGINEER PRIOR TO CONCRETE PLACEMENT.
DEMOLITION NOTES:
1. DEMOU77ON L144IFS ARE APPROXIMATE. LIMITS TO ALIGN WTH EXIS77NG CONS7RUCTON
JOINTS WHERE PRAC77CAL OR BE SAWCUT CONTRACTOR TO CONFIRM EXIS77NG PIPE
ROU77NG PRIOR TO CONCRETE DEMOL177ON
2. EXCA VA TED MA 7FRIALS TO BE TESTED FOR EXCESSIVE CONTAMINA 77ON AS DERNED BY
CHAPTER 17-770 FAC EXCESSIVELY CONTAMINATED MATERIALS TO BE STOCKPILED ON
SITE, BERMS9, AND COVERED W7H WSOUENE PENDING THE RESULT OF PRE -BURN
ANALYSIS AND DISPOSAL BY DOERS ENVIRONMENTAL CONSULTANT NON -EXCESSIVELY
CONTAMINATED MATERIALS TO BE REMOVED AND DISPOSED OF BY CONTRACTOR.
PIPING NOTES:
1. ALL UNDERGROUND PRODUCT PIPING AND VENT PIPING TO BE FDEP APPROVED OR UL IJ16
LISTED AMERON FIBERGLASS PIPING WTH AMERON SECONDARY CONTAINMENT.
2 UNDERGROUND LIW GIG STAGE 11 VAPOR RECOVERY PIPING TO BE INSTALLED FOR
FU7URE USE.
J. PRODUCT LINES AND WENT LINES TO SLOPE 118- MINIMUM PER FOOT DOW TO TANKS.
4. FIBERGLASS PIPE, PRIMARY & SECONDARY TO BE INSTALLED IN ACCORDANCE 107H
MANUFACTURER'S REQUIREMENTS FOR PIPE INSTALLARON, DESIGN DETAILS, &
SPECIRCA 77ONS AS SHOWN ON THESE DRA KINGS
5. ALL PIPING TRENCHES TO BE BACKFILLED NTH NEW PEA ROCK
TANK NOTES:
1. TANKS 7-0 BE MODERN WELDING GLASTEEL /I DOUBLE -WALL CLAD STEa
2. TANKS 70 BE INSTALLED IN ACCORDANCE WITH NFP4 30 2-4 AND MANUFACTURERS
REQUIREMENTS FOR INSTALLATION, DESIGN DETAILS, AND SPECIF70AT70NS AS SHOWN ON
THESE DAAWINGS.
3. TOP OF TANK TO SET 0 4�-O' (MIN.) BELOW FINISH GRADE.
4. TANK E(C4VATION TO BE BACKFILLED WITH NEW PEA ROCK
5 TANKS TO BE ANCHORED WICONCRET DFADMEN
ELECTRICAL NOTES:
1. NEC. AR77CLE 500 & 514 COND177ONS FOR HAZARDOUS AREAS AND FUEL
DISPENSING FACIL177ES APPLY.
2 ALL ELECTRICAL WORK CHECKED AND INSPE07ED BY APPLICABLE EOUIPMEJVT
MANUFACTURERS STAR77JP REPRESEN7ADVE PRIOR TO RE -ENERGIZING FUEL SYSTEM
NORTI"
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GATwin Oil CompanyU249 3251 SaIntLucte Blvd., Ft. Pierce, FL- Int. Bussiness ParkXOOO-Tank & PipIngW249-G1.dvvg, 3/1912009 1Z:bb:4U Van, tascunmi
NFPA 30A-9.9 WARNING SIGN
NOT TO SCALE
DWG # G-1
S EET IN
H OF UMBER
NEW CONCRETE PAVEMENT---\ 42"0 WATER TIGHT
M/H WITH BOLT —DOWN
LID. (PEMCO #107 OR EQ.)
PEA GRAVEL OR SAND
BACKFILL, AS PER
TANK MANUFACTURER'S
SPECIFICATIONS —
HIGH V JUNCTION
BOX WITH SEAL —OFF
AND 1" DIA. CONDUIT
l�q I 1=1 I I I =FI I
48"0 PCI TANK SUMP
WITH WATER TIGHT LID
PRODUCT PIPING W1
SECONDARY CONTAINMAENTI�
I
I
STAGE 11 V.R. W/SECONDARY
CONTAINMENT (FUTURE USE)
SEE SUMP
PENETRATION DETAIL
TLS 350 SUMP SENS R S37ET
0 LOW POINT OF SU P
DET,
PETRO 1.5 H.P. STP
PRECISION CHECK
1
-2"0 TITE-FLEX SOIL SAFE
FLEX HOSE, TYP.
I
TF/G VENT PIPING W/
SECONDARY CONTAINMENT
-
NOTE: ALL TANK BUNGS TO BE FITTED
W1 DI -ELECTRIC BUSHINGS.
e � �
SEE DETAIL ON SHT. G-4
20"0 WATER TIGHT
M/H WITH BOLT —DOWN
LID. (PEMCO #107 OR EQ.)
NEW CONCRETE TANK MAT
SEE DETAIL
DOUBLE —WALL FIBERGLASS COATED
UG STORAGE TANKS
AS MANUF. BY METAL PRODUCTS, INC.
SEE DETAIL ON SHT. G-4
OOPW 1-2100 D/W SPILL
CONTAINMENT M/H OR EQ.
SEE DETAIL ON SHT. G-4
OPW 5 GALLON SPILL
CONTAINMENT AT STAGE I
V.R. CONNECTION
---t 0
Ln
I- STATIC GROUNDI
CONNECTIDN
SEE SHT. G-5
�EXTRACTOR HOU
CL
\-48"O FIBERGLASS SUMP COLLAR
BY TANK MANUFACTURER
DROP TUBE WITH
DPW 61SO OVERFILL_..
VEEIER—ROOT TLS-350 VALVE
2'-0"
Sk
270 7
VENT LINE EXTRACTOR AND BALL
TANI GAUGE PROBE,
FLOAT ASSEMBLY (TYP.)
TYP.
VEEDER—ROOT TLS-3t
I
NOTES: ANNULAR SPACE PRO E
1) TOP OF TANK ELEVATION TO SET AT 5'-0" MIN.
BELOW FINISH GRADE.
2) ALL TANKS TO BE ANCHORED W/ 12" x 12"
REINFORCED CONCRETE DEADMEN. ANCHOR
STRAPS TO BE PROVIDED BY TANK MANUFACTURER.
TIE DOWNS TO BE 1/2" GALVANIZED WIRE ROPE
TRIPLE CLAMPED AT TOP OF TANK.
3) ALL MANHOLES TO BE SET 1 1/2" ABOVE GRADE.
4) FILL, VAPOR, TANK GAUGE, AND ANNULAR SPACE
RISERS SHALL BE WRAPPED WITH "3M" SCOTCHRAP
51 PROTECTION TAPE OVER "3M—SCOTCRAP" PIPE PRIMER
6"
TYP
-T 7 - .. I
A mm; 4 1wo
A
1. 1 - 4 . . . . , �4A 4, 4
I 'A
4 4" . . . 1, . . I - : , 4 . , I . i - .
4 4
4� 4 A
�4
2,000 GALLON DBL WALL F/G COATED STEEL TANK = 32'-0"
TANK SECTION --- GASOLINE.
NOT TO SCALL
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER To
COMPLY WITH ALL APPLICABLE CODES.
SERRATED
WIRE ROPE TRIPLE CLAMPED AT TOP OF TANK
SEAL ENTRY BOOT CONNECTION
FLANGED NUT
TO CONTAINMENT SUMP
(TYP.)
AND COATED W/KOPPERS #50 BITUMASTIC
FLEXIBLE ENTRY BOOT
STAINLESS STEEL
TANK ANCHOR STRAP (3/8" x 4" FLAT STEEL
CLAMP
0
W/ CABLE GUIDES and 1/8" X 6" RUBBER
H
STRAP STAND—OFF (4 STRAPS PER TANK)
0 0
BOLT DOWN, WATER TIGHT MANHOLE, TYP.
1/2"0 GALVANIZED STEEL WIRE ROPE
0 0
COATED W/KOPPERS #50 BITUMASTIC
2'-0"
CM)
0 0 41
PIPE OR
WIRE ROPE, TRIPLE CLAMPED AND
11-011 3/4"
CONDUIT
COMPRESSION RING
�0�00� 00
COATED W/KOPPERS #50 BITUMASTIC
SLOPE 1 1/2" RISE
F
INTERIOR OF SUMP
WALL
(TYP BOTH SIDES)
1. USING COMPRESSION RING AS A GUIDE, DRILL PIPE/CONDUIT HOLE AND BOLT
HOLES THROUGH SUMP WALL PER TABLE
BELOW.
8"
tk
2. ASSEMBLE PARTS AS SHOWN ABOVE.
UNIFORMLY TIGHTEN ALL BOLTS &
14
DEADMAN ANCHOR
STAINLESS STEEL CLAMP TO 60-IN.LBS.
TORQUE.
EQ.
E
(SEE DETAIL)
FLEXIBLE PIPE/CONDUIT
ENTRY BOOT NORMAL SIZE
HOLE SAW BOLT HOLE
SIZE SIZEnO
co?
DIA. + 1'—Op'
FEB3075 3/4"0 CONDUIT
3" 5/16"0
/TANK
PEA ROCK BACKFILL
#5 REBAR, LENGTH TO EQUAL 6x6—W2.9xW2.9
FEB3100 1"0 CONDUIT
FEB6200 2"0 FRP PIPE
3" 5/16"0
4 1/2" 5/16"0
BOTTOM
OF TANK
MANHOLE DIAMETER x 2.5 WELDED WIRE MESH
FEB6300 3"0 FRP PIPE
4 1/2" 5/16"0
AND TOP
OF DEADMAN
(TYP 4 WAYS)
NOTE:
1. SUMP AND PENETRATIONS OF SUMP SHALL BE WATER TIGHT.
2. USE MASTIC TO ENSURE
PENETRATIONS OF SUMP SHALL BE
WATER TIGHT.
TANK ANCHORING DETAIL
MANHOLE SECTION-
SUMP ENTRY
DETAIL
NOT TO SCALE
NOT TO SCALE
NO SCALE
8" THICK, 3000 P.S.I. CONCRETE
TANK SLAB REINFORCED WITH
REGULAR
VAPOR RECOVERY
NUT SIDE FOR
CLAMPS
6x6 W2.9 x W2.9 WWM MATS THROUGHOUT
AND (1) REBAR AT EDGE (TYIP.)
BRITE GREEN
— 337-74
FOCAL ORANGE
— 500
CLAMP BOLT
CABLE
C
#5
BLACK — 548
SNOW WHITE
235
SNOW WHITE
— 235
1 STRAND OF 5/8" HIGH
1
STRENGTH, NON -CORROSIVE
T
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STEEL CABLE
ST
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PREMIUM
—0----
DIESEL
ro
2 #5 CONT., TOP
FIRE RED — 5
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— 235
Iq
FOCAL ORANGE
500
13"'
'r 'f
A4' 3' BARS AT 16" O/C
'T 'r -T 1
12"
12" x 1/2 L� L = LENGTH u TANK
NOTE:
COLORS TAKEN FROM
CON —LUX CORPORATION
DEADMAN
ANCHOR DETAIL-
EDGE OF SLAB SECTION-
FILL PORT
COLOR CODES
NOT TO SCALE
NOT TO SCALE
k
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TANK PLUG - TORQUE TO
300 FT.-LBS. PRIOR TO
INSTALLING ISOLA11ON CAP
G.E. SCS 1202 -
SILICONE SEALEANT
TANK FITTING
BASE
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ISOLATION
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TANK FITTING ISOLATION DETAIL
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DWG # G-2
S T NU
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G:\Twin Oil CompanyW249 3251 Saint Lucie Blvd., Ft. Pierce, FIL - Int. Bussiness Park\000-Tank & Piping\7249-G2.dwg, 3119/2009 12:57:26 PM, fascurtar
NEW CONCRETE PAVEM
42"0 WATER TIGHT
M/H WITH BOLT —DOWN
LID, (PEMCO #107 OR
** 'W�m�m..m
HIGH VOLTAGE JUNCTION
BOX WITH SEAL —OFF AND
1" DIA. CONDUIT-
2'/3" D/W F/G PRODUCTIPIPING
SEE SUMP PENETRATION
I
I %
TLS 350 SUMP SENSOR
SET 0 LOW POINT OF �
PEA GRAVEL OR SAND
BACKFILL, AS PER
TANK MANUFACTURER'S
SPECIFICATIONS —
SEE DETAIL ON SHT.
PETRO 2.0 H.P. STP
PRECISION CHECK
� � m aft %It
NOTE: ALL TANK BUNGS TO BE FITTED
W/ DI —ELECTRIC BUSHINGS.
SEE DETAIL ON SHT. G-4
20"0 WATER TIGHT
M/H WITH BOLT —DOWN
LID. (PEMCO #107 OR EQ.)
NEW CONCRETE TANK MAT
SEE DETAIL
SEE DETAIL ON SHT. G-4
OPW 1-2100 D/W SPILL
CONTAINMENT M/H OR EQ.
40 � � ; � aft % A
— — - — - — - —
— - — - — - — - — - — - — — - — - — - — - X�
IF
. . . . . . - — - — - — - — - — - — - — - — - — - - —
-
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STATIC GROUNI
CONNECTION
-2"0 TITE—FUEX SOIL SAFE FLEX HOSE, TYP.
SEE SHT. G-5
--�48"O PCI TANK SUMP WITH
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DOUBLE —WALL FIBERGLASS COATED
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UG STORAGE TANKS
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AS MANUF. BY METAL PRODUCTS, INC.
CL 'A
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\-48"O
FIBERLSS SUMP COLLAR
BY TANK MANUFACTURER
1711
DROP TUBE WITH
OPW 61 SO OVERFLL
VEEDER—ROOT TLS-350 VALVE
TANK GAUGE PROBE,
VENT LINE EXTRACTOR AND BALL
TYP]
FLOAT ASSEMBLY (TYP.)
VEEDER—ROOT TLS-350
ANNULAR SPACE PROBE
6"
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NOTES:
1) TOP OF TANK ELEVATION TO SET AT 5'-0" MIN.
BELOW FINISH GRADE.
2) ALL TANKS TO BE ANCHORED W/ 12" x 12"
REINFORCED CONCRETE DEADMEN. ANCHOR
STRAPS TO BE PROVIDED BY TANK MANUFACTURER.
TIE DOWNS TO BE 1/2" GALVANIZED WIRE ROPE
TRIPLE CLAMPED AT TOP OF TANK.
3) ALL MANHOLES TO BE SET 1 1/2" ABOVE GRADE.
4) FILL, TANK GAUGE, AND ANNULAR SPACE
RISERS SHALL BE WRAPPED WITH "3M" SCOTCHRAP
51 PROTECTION TAPE OVER "3M—SCOTCRAP" PIPE PRIMER
5) SEE SHEET G-3 FOR TANK ANCHORING SLAB, MANHOLES,
AND RELATED TANK INSTALLATION DETAILS.
2,000 GALLON DBL WALL F/G COATED STEEL TANK = 32'-0"
TANK SECTION --- DIESEL_
NOT TO SCALE
MECHANICAL LINE LEAK DETECTOR
42"0 WATER TIGHT
M/H WITH BOLT —DOWN
LID. (PEMCO #107 OR EQ.)--,_
PEA GRAVEL
2.0 HP, TURBINE PUMP
2" NIPPLE
2" UNION
2" BALL VALVE
(FULL PORT)
3/4" CONDUIT TO ELECT. —
PANEL (PUMP POWER)
1" CONDUIT TO
INTRINSICALLY SAFE
GUTTER AT MONITOR
CONTROL PANEL
3/4" CONDUIT TO
FILL SUMP J—BOX---'--�
2"/3" D/W F/G PRODUCT LINE
PENETRATION E
(FOR CONDUIT)
SCH. 40 90*
4" STEEL TUBE RISER
PRIMED & WRAPPED
OPW 4"x4"x2"x2" VAPOR --/
EXTRACTOR & BALL FLOAT
ASSEMBLY-- SEE DETAIL THIS
SHEET
THESE PLANS AND ALL PROPOSED WORK
AND SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
3/4" EXPLOSION
PROOF 45' ELBOW
2"x l'—O"x 1'-0"
x
0
C'4 CONTAINMENT SUMP REDUCER,
FIBERGLASS REDUCER ON THE OUTSIDE
TO ENSURE WATER TIGHTNESS
PIPE CAP WITH HOLE
FOR CONTROL WIRES
-JUNCTION BOX
(EXPLOSION PROOF)
rL;j—ll 4
K I I I
—
3" PVC PIPE OPEN AT
BOTTOM.
SEAL OFF
2" x 12" FLEX CONNECT
2" FRP BELL x MALE
THREADED ADAPTOR
3"x2" BOOT WITH
TEST PORT, LEAVE OPEN
\—PENETRATION BOOT
—VIE
NT LINE
t2"/3" D/W
C;0?4
FIBERGLASS CONTAINMENT SUMP TO TANK
COLLAR INSIDE AND OUT TO INSURE
WATER TIGHTNESS
DISCRIMINATING SENSOR
(FOR DETERMINING SUMP LEAKS)
TURBINE* SUMP ELEVATION -DIESEL TANK
*2.0 H.P. FE PETRO (DIESEL TANK ONLY)
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E. R #34748
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JOB # 7249 7
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SHEET
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GATwin Oil CompanyX7249 3251 SaintLucie Blvd., Ft. Pierce, FL- Int. Bussiness Farmum-lanh & vpngAtz4u-uz.i.awg, 4,-iutzuuu
SPECIFICATIONS
2.1 PRODUCT, VENT & VAPOR RECOVERY PIPING
A.
PIPING:
1, Steel pipe: (Galvanized or Black Iron) 2. Fiberglass pipe
Schedule 40 (ASTM A-120) Steel Pipe Ameron Dualloy pipe and fitting
250# Railroad Unions to be F.D.E.P. approved or equal
150# Malleable Iron Fittings
B.
HANDLING OF PIPE & FITTINGS:
All piping installations shall conform to pipe manufacturer's specifications and installation guidelines.
1. Fiberglass pipe: Protect against abrasion from sharp or hard objects; impact damage from
improper storage, transporting, laying or backfilling. Inspect all pipe for damage prior to using
MECHANICAL LINE LEAK DETECTOR
in the piping system.
2. Steel pipe and fittings: Protect against damage to the protective coating/wrapping.
2.2
INSTALLATION REQUIREMENTS:
4-2"0 WATER TIGHT
A.
LAYING OF PIPE:
M/H WITH BOLT —DOWN
1. Interior surface of all pipe and fittings must be free from dirt, scale, metal, fiberglass particles,
LID. (PEMCO #107 OR EQ.)
etc., before connecting.
1'—O"x 1'-0" STYROFOAM
2. Do not support piping with foreign objects, such as scraps of wood, pipe, etc. Use Chevron approved
PEA GRAVE
[--2"x
piping support
B.
CUTTING OF PIPE:
'A%
1. Cut pipe to ensure a square cut end. Cut pipe end must be within 1/8" of square.
C.
TAPERING & REAMING:
PIPE CAP WITH HOUE—�,
1. Fiberglass Pipe: all cut ends must be tapered per pipe manufacturer. Protect pipe during tapering
FOR CONTROL WIRES
Z
to prevent damage to pipe. The finish toper shall be smooth, clean, and free from surface
.A -
A
defects. The length of taper for 2" diameter pipe Is 1 5/8" and for 3" diameter pipe is 1 3/4'. For
JUNCTION BOX F_
N
other size pipe, consult pipe manufacturer's instructions.
(EXPLOSION PROOF)
2. Steel pipe ends are to be reamed per industry standards.
D.
BONDING & ADHESIVE SYSTEMS (Fiberglass Pipe):
1. All fiberglass pipe surfaces to be bonded shall be cleaned with solvent as supplied by pipe
manufacturer. Apply pressure until mechanical lock is achieved. Back axial pressure should be
1.5 HP. FE PETRO TURBINE PUMP
maintained on all previously assembled joints to reduce the chance of separation.
2. Inspect all fittings for proper alignment and possible "back out" at the joints.
48 o PCI, OR EQ., F/G
3. Follow pipe manufacturer's recommendations on cure time before disturbing joints or testing.
SEAL OFF
CONTAINMENT SUMP W/
If it is anticipated that the temperature will drop below 70' F. (16* C) at any time during the
'4�1� WATER TIGHT LID
curing process, heat shall be applied to the joints. Only chemical or electrical devices
recommended by pipe manufacturer are acceptable for this purpose. No open flame or sparking
devices are to be used.
E.
THREADED JOINTS:
3/4" CONDUIT TO ELECT.
TLS 350 DISCRIMINATING SENSOR
Threaded joints must be reamed and have clean cut, perfect threads and be made up with non —
PANEL (PUMP POWER)
SET @ LOW POINT OF SUMP
hardening joint compound insoluble in petroleum products DO NOT USE
ADHESIVE FOR THREADED CONNECTIONS.
1" CONDUIT TO
Approved joint compound:
INTRINSICALLY SAFE
2" x 12" FLEX CONNECTOR
Hi —pro thread sealant: refer to A.0. Smith bulletin no. D4510.
GUTTER AT MONITOR
Rectorseal
CONTROL PANEL
Permatex 51—D
3/4" CONDUIT TO
—TEST PORT
or approved equal
FILL SUMP J—BOX r OWALM.
F.
FIBERGLASS TO STEEL PIPE CONNECTIONS:
PENETRATION BOOT
---TERMINATION/TEST BOOT, LEAVE OPEN
Fiberglass threaded end adapters are to be threaded Into the steel pipe or fitting before bonding onto
2"/3" �2CEU�T�L�INE
(FOR CONDUIT)
the fiberglass pipe. Use mail end fiberglass fitting when connection to flexible connectors. All
PENETRATION BOOT
flexible connectors are male; swivel by female. The female end connects to the fiberglass piping.
SLOPE DOWN TO TANK
DO NOT USE ADHESIVE FOR THREADED CONNECTIONS.
1/4" PER FT. MIN.
SLOPE DOWN TO TANK
G.
SPECIAL FITTINGS:
L1/4" PER FT. MIN.
Position the valve so that the line test port plug is accessible.
— — — — — — — —
H.
PIPE WRAPPING:
"/4" STAGE 11 LINE (FUTURE
2"/3" D/W VENT LINE
Wrapping material shall be (2) layers of 20 mil polyethylene tape "Polyken 930" manufactured by the
— — — — — — --
Kendall Company. Wrap overlap shall be one—half width of wrapping
FIBERGLASS CONTAINMENT SUMP TO TANK
material. Wrap 1 1/2" and 2" fittings with Polyken 900 (12 mils) with 60% overlop. In difficult areas
OLLAR INSIDE AND OUT TO INSURE
Polyken 931 can be used before wrapping with Polyken 900. Primer shall be Polyken 927 (above
TERMINATION/TEST BOOTS, LEAVE OPEN
WATER TIGHTNESS
40' F.) or Polyken 919 (above 10* F.).
Exceptions: Do not wrap the union at the remote pump and FRP pipe/flex connector connections.
1.
SETTING & BEDDING PIPE;
1. Piping shall be placed on prepared bed in such a manner as to minimize points at which one pipe
may cross over another pipe. At points where piping must crossover, a minimum of 4 inches
must separate the pipes.
2. When piping is placed on the bed, proceed to "First Test" (below) prior to backfilling trenches.
OPW 4"x4"x3"x2" VAPOR
J.
CLEANING SOLVENTS: Remove any accumulation or accidental spill of pipe cleaning solvents on
EXTRACTOR & BALL FLOAT
ASSEMBLY
THESE PLANS AND ALL PROPOSED WORK
the tank immediately with a clean cloth. After the piping is complete, inspect the containment sump
for Contractor be for
STEEL TURBINE RISER
AND SUBJECT TO ANY CORRECTIONS
and other collection points piping cleaning solvents, will responsible any
4"
damage to tank resulting from an accumulation of pipe cleaning solvent.
PRIMED & WRAPPED
TURBINE* SUMP ELEVATION
REQUIRED BY FIELD INSPECTORS THM
K.
REPAIR OF PIPING: Any damaged piping must be replaced. Repair of piping using field cut half
MAY BE NECESSARY IN ORDER TO
section of pipe is not acceptable. Repair using manufacturer supplied
*1.5 H.P. PETRO (GASOLINE TANKS ONLY)
COMPLY WITH ALL APPLICABLE CODES.
pipe fittings and procedures is acceptable. Repaired pipe requires complete testing using procedures
below.
L.
SECONDARY CONTAINMENT FITTINGS: Two piece fittings require more adhesive than normal bell
and spigot joints. Two 7/16" wrenches or a variable torque impact wrench is required to tighten the
fittings, Make sure adhesive fills all gaps between pipe ends and fitting sockets.
M.
FLEX CONNECTOR BOOTS:
4" TIGHT FILL ADAPTOR &
Encase all flex connectors in an isolation boot. Wheb in contact with soil or backfill material. Move
FILL CAP (GASOLINE) OR
the isolation to inspect and test all primarypiping and flex connector.
20"0 WATER TIGHT
2.3
TESTING OF PIPING:
Me WITH BOLT —DOWN JUNCTION BOX (EXPLOSION PROOF)
A.
Notify the owner, who MUST observe all tests, at least 24 hours in advance of any tests.
Yx4" VAPOR
U . (PEMCO #107 OR EQ.)
Contractor to coordinate testing with local inspectors
NEW OPW 5 GALLON D/W
RECOVERY DRY BREAK
SEAL OFF
B.
RESPONSIBILITY:
The Contractor is responsible for all labor, material, and equipment to conduct pressure tests (air
DIRECT FILL SPILL
CONTAINMENT MANHOLE
CONNECTOR & CAP3
GAS TANKS ONLY
TILM PROBE MOUNTING FITTING
or hydrostatic) of all product, vent and vapor recovery piping.
CORD GRIP
C.
TESTING DEVIATIONS: Do not deviate from the following testing procedures. Perform alternate
COMPRESSION SEAL�� 4" CAP ON RISER
testing procedures required by local inspectors
1. FIRST TEST (Prior To Back Filling Pipe Trenches):
Do not connect piping to tanks, remote pumps or dispensers. Do not seal or install secondary
containment fittings until primary piping is tested. Test the entire piping system, i.e., product,
vent and vo par recovery (where applicable) in accordance with the following procedure.
X
a. Step One: Install pressure application system that includes two pressure gauges (15 psi
x
maximum). Apply 10 psi pressure to each piping system. Soap all joints using approved soap
00
solution. Carefully observe each joint for evidence of leaks.
Y,
0
� �
b. Step Two: Protect area around piping systems to be tested to prevent workmen, passers—by,
_`7
etc., from entry. Install pressure application system that includes two pressure gauges (150
4" SCH. 40 NIPPLE
psi maximum). Apply 75 psi pressure to each piping system, hold for one minute, release
PEA GRAVEL TO UNDERSIDE
(GALVANIZED)
pressure. Repeat for five cycles.
OF MAT
7/
PEA GRAVEL TO UNDERSIDE OF MAT
4"-300# COUPLING PEA GRAVEL TO UNDERSIDE OF MAT
c. Step Three: Repeat Step one.
Record all test results forms.
(GALVANIZED)
After obtaining such approval, the Contractor shall backfill trenches to subgrade, following the
requirements of Division 13, Section 1.3.
5 GALLON SPILL CONTAINMENT MANHOLE
2. SECOND TEST (After sealing secondary piping): Apply 10 psi to the secondary containment
3/4" CONDUIT TO TURBINE SUMP
system. Soap all joints using approved soap solutions.
0
4"0 GALV. STEEL RISER
JUNCTION BOX.
3. THIRD TEST (After connecting piping to tanks but prior to backfilling): Apply 45 psi pressure air
(do not exceed 50 psi) to test system. Keep pressure on all lines until backfilling is completed.
4"0 GALV. STEEL RISER
There should be no pressure loss during the remainder of construction.
"M' SCOTCHRAP 51 PROTECTION TAPE
4" SCH. 40 GALVANIZED
4. FOURTH TEST (After Backfilling and Patch Paving): Applies to product lines after backfill and
OVER "3M—SCOTCRAP"PIPE PRIMER
PIPE RISER
patching of concrete islands, slabs, and yard paving has been completed.
PRIMED & WRAPPED 4" SCH. 40 GALVANIZED STEEL RISER
D.
TESTING EQUIPMENT:
"3M'3 SCOTCHRAP 51 PROTECTION TAPE
STATIC GROUNDING CONNECTION
PRIMED & WRAPPED
Test lines using Petro Tite Hydrostatic Line Testing equipment or approved equal.
OVER "3M—SCOTCRAP" PIPE PRIMER
SEE SHT. G-5 FOR DETAIL
Test fluid shall be assigned product, diesel fuel or water. Contractor to comply
STATIC GROUNDING CONNECTION
4"XY VAPOR EXTRACTOR W1 CAGE
TLS MAGNETOSTRICTIVE PROBE ASSEMBLY
fully with the Procedure Manual for the Operation of Line Tester.
Test pressure shall be 50 psi maximum (1.5 times operating pressure — 150%) for a remote pump
SEE SHT. G-5 FOR DETAIL
system with an allowable tolerance of 0.010 gal/hr.
E.
VENT LINES (no phase 11 vapor recovery):
Unless required by local agency, no second test required.
4" TANK MOUNTED FITTING
F.
VENT LINES AND VAPOR RECOVERY PIPING (with phase 11 vapor recovery):
4" TANK MOUNTED FITTING
Contractor is responsible for vent and vapor recovery piping systems passing any locally imposed
test requirements.
LIFTING LUGS (TYP. OF 2)
DOUBLE
WALL TANK
TOP
TOP OF STORAGE TANK
TOP OF STORAGE TANK
EXISTING DOUBLE WALL TANK
POSITIVE SHUT OFF DEVICE:
INSTALL AT 95% OF TANK
W
2" VENT
CAPACITY
2" FLOAT VENT VALVE
PRODUCT FLOAT
WATER FLOAT
8070M LOCKING NUT
BOTTOM OF STORAGE TANK
BOTTOM OF STORAGE TANK
BOTTOM OF STORAGE TANK
STEEL PLATE AT TANK BOTTOM
FILL DETAIL
STAGE 1 VAPOR DETAIL
ANNULAR SPACE + TANK LEVEL MONITORS
1 11=1 1- 0 11
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JUN
2009
IC D
ORRIS
P . E.
G. #
JOB
724
DWG # G—:3=
SHEET NUMBER
0
WTwin Oil CompanyX7249 3251 Saint Lucie Blvd., Ft. Pierce, FIL - Int. Bussiness ParM000-Tan1(& P1ping17Z4U-U3.dw9, 311V1ZuuV ., � .... I...
43.46
�43.21 INSIDE
NOTE:
USE "TOTAL CONTAINMENT" SAFETY FOAM PADS
MODEL SF1040 (FURNISHED BY G.C.)
(OR APPROVED EQUAL)
U
17.0017.00� 1-1 /2 NPT INLET, 2 PLACES
NEW DPW SHEAR VALVE.
FURNISHED BY G.a
NOTES: UNLESS OTHERWISE SPECIFIED 10.50- CONDUIT OPENINGS WHEN NOT
1 ALL PIPING AND ELECTRICAL INSTALLATIONS MUST USING OPTIONAL JUNCTION BOX
ASPHALT PAVING _6" CONCRETE SLAB
ADJUSTABLE ENVIRON STASILIZER BAR
ASSEMBLIES (MODEL SBA4715 OR SBA4721) OR APPOVED EQUAL
.
CONFORM TO ALL APPLICABLE REGULATIONS INCLUDING
FURNISHED BY G.C.
NFPA30, FLAMMABLE & COMBUSTIBLE LIQUIDS CODE;
BASE MATERIAL
NFPA3OA, AUTOMOTIVE & MARINE SERVICE STATION CODE; 463
NFPA70 NATIONAL ELECTRICAL CODE. DO NOT "DAISY CHAIN
15 13
THE DIS�ENSER POWER CIRCUIT TO ANY OTHER EQUIPMENT. 17.13 u 19.42
INSIDE
2. PIPING FROM TANK TO DISPENSER SHOULD SLOPE 7.57 6.14 4.87
GALVANIZED MOUNT1NG FRAME
UPWARDS TO AVOID AIR OR LIQUID TRAPS. 1.37
4*
4
<
DISPENSER CONTAINMENT SUMP
3. USE UNIVERSAL JOINTS AT DISPENSER TO ALLOW FOR
4
:4
(ENVIRON SDS SERIES) OR APPROVE EQUAL
FLEX COWIECTOR 1-1/2" x 12"
GROUND MOVEMENT. 1 1"07 1 INCH VAPOR RECOVERY
4 WHEN USING OPTIONAL JUNCTION BOX, 5Z8 X 2 SLOTS FOR ANCHeR/ 21.50 OUTLET, OPTIONAL
0
0
STAINLESS WITH SWIVEL END FITflNG
USE INDICATED CONDUIT TAPS SHOWN TO MAKE BOLTS, 6 PLACES, SEE NOTE 5
6.17
ON ONE END. (MODEL 110165 OR APPROVE EQUAL)
ELECTRICAL CONNECTIONS TO DISPENSER. CATION OF FIELD INSTALLED
FURNISHED BY G.C.
4. 3 CONDUIT WITH JUNCTION BOX OPTION
3
2" 90- FIBERGLASS ELBOW
5. FIRMLY MOUNT THE DISPENSER TO THE ISLAND USING THE
NEW VEEDER ROOT #794380-321 W/ 2"xi-1/2" THREADED REDUCER BUSHING
ANCHOR BOLT LOCATIONS SHOWN. 13.00
MONITORING SENSOR
(F.D.E.P. APPROVED OR UL-1316 LISTED) TOTAL CONTAINMENT FLEXIBLE ENTRY BOOT
NOTE:
6. EMERGENCY SHUTOFF VALVES AND BREAKAWAY DEVICES COLUMN
ARE EXAMPLES OF REQUIREMENTS STATED IN THE 13ASE DIMENSIONS
USE 2"0 MODEL FB2030 FOR PRODUCT PIPING
NFPA30A AUTOMOTIVE & MARINE SERVICE STATION
�_PEA GRAVEL
2"0 PROBE SUMP- USE 3"0 MODEL FB3050 FOR VAPOR PIPING
USE 3/4-0 MODEL UB1075 FOR ELECTRICAL
CODE. THESE AS WELL AS ANY OTHER SAFETY
DEVICES REQUIRED BY NFPA30 & 30A, MUST BE OPTIONAL VALANCE
:2 m
FURNISHED BY G.C.
(OR APPROVED EQUAL)
INSTALLED AND MAINTAINED PER THE
MANUFACTURER'S INSTRUCTIONS.
7. THE FEED STOCKS MUST BE PLUMBED AS SHOWN
1/2" 6 1/2" 8 1/2"
A 1 2
DOUBLE WALL FIBERGLASS PIPING.
FOR THE DISPENSER TO WORK PROPERLY.
,4L 14' 71
MIN.
A 10 INC I I ..... IIMUM
B. CONNECT OPTIONAL INTERCOM CIRCUIT TO A LISTED \*12.Oo CLEARANCE FROM THE TOP OF
CLEAR
CLASS 2 POWERED INTERCOM ONLY WITH 18 GAUGE MINIMUM,
\ MIN DISPENSER IS RECOMMENDED
AT LEAST 90 DEGREE C, 600 V GAS & OIL RESISTANT ILL TO ALLOW REMOVAL OF THE
LISTED WIRE. WIRES BACK TO INTERCOM POWER MUST BE OPTIONAL VALANCE.
RUN IN SEPARATE DEDICATED LISTED METALLIC CONDUIT.
NOTE:
1. USE PIPE SUPPORT EVERY 8'-0" O.C.
93.8
1-1 /2 NPT INLET UNION,
2 PLACES
PIPE TRENCH DETAIL
DISPENSER SUMP
OPTIONAL
NO SCALE
SCALE: N.T.S
JUNCTION BOX
3/4 NPT CONDUIT TAP
2 PLACES
I INCH NPT
VAPOR DRAIN TAP
BOLTS HOLD FITTING
2% SLOPE 15 a 2% SLOPE
TOGETHER WHILE
14 ---
all
3" SECONDARY PIPE RESIN CURES.
FT
DISPENSER SUMP
SCH. 40 GALV. STEEL VENT RISER
1
VENT RISER 0- \7 8"
THESE PLANS AND ALL PROPOSED WMK EMERGENCY VALVES,
(TYP.) ------ 81,
AND SUBJECT TO ANY CORRECTIONS LOW FEED STOCK- 2 PLACES
2" THREADED MALE X 2" BELL ADAPTER 0-
REQUIRED BY FIELD INSPECTORS THK
-4 CONCRETE 8"
3" MINIMUM INSERTION APPLY ADHESIVE TO FLANGE
MAY BE NECESSARY IN ORDER TO HIGH FEED STOCK-----/ STAGE 11 (FUTURE USE)
3" X 2" RUBBER TEST REDUCER COLLAR -
OF CONTAINMENT PIPE
INTO CONTAINMENT
COMPLY WITH ALL APPLICABLECODES.
FITTING REQUIRED.
FRONT SIDE
DRESSER WAYNE OVATION B-12 DISPENSER DETAIL
SCALE: N. -1,S
2" PRIMARY PIPE TO
AV'
BE TESTED PRIOR TO
SEALING SECONDARY
PIPE.
GA, APO UREC
ILL AINM OL
RISER
3"0 FIBERGLASS SECONDARY PIPE
CONTAINMENT FITTING
15 GALLON DIRECT FILL
SPILL CONTAINMENT MANHOLE
OVER 2"0 FIBERGLASS VENT PIPE
AND 4" FILL RISER
(�)GROUND ROD CLAMP 8" H_20(�)
MATERIAL LIST
F ACCESS COVER
SLOPE CONCRETE
(D5/81�X 10' LONG COPPER CLAD STEEL
GROUND ROD; GLAVEN INDUSTRIES
BASE DETAIL
GROUND ROD CLAMP, UL LISTED FOR
NO SCALE
DIRECT BURIAL; THOMAS-BETTS
P/N JAB58H or EQUIVILENT
CRIMPED
GROUND LUG SEPARATE GROUND LINES (�)POMECO/OPW 6110-08WT 8" H-20 RATED
(BOLTED TO HOUSING) #8 GROUND TO EACH TANK ACCESS COVER
1/2" MINIMUM CLEARANCE BETWEEN
CONDUCTOR
3'-0"
CLAM SHELL FITTINGS (TYP.)
PIPE GROL�LD
(�)4" NPT ADJUSTABLE BRONZE PIPE CLAMP,
CLAMP
LIND EQUIPMENT P/N JR-150-30 (905) 475-5086
PRESSURE VACUUM VALVE
1/4" BEVEL BUTT
WELD -SMOOTH.
3" F.R.P. 45' ELL
TANK
4" $ TUBE FRAME.
PAINT DARK GREY
3" F.R.P. NIPPLE
GROUND ROD
GY-210
2" 0 SCH. 40
GALVANIZED PIPES -FASTEN VENT
6 3" F.R.P. TEE
NOTES:
(PRIMED AND WRAPPED 9 RISERS SECURELY
3" F.R.P. PIPE (TYP.)
1. ALL STAGE I FILL AND VAPOR RISER ADAPTERS SHALL BE 6. THE GROUND ROD TO GROUND WIRE CONNECTION SHALL
BELOW GRADE) TO FRAME WITH
PAINT DARK GREY PRE -FORMED
6 112�
ELECTRICALLY GROUNDED TO PROMOTE THE BE ACCESSIBLE THROUGH A H-20 RATED 8"
GY-210 - ----< I TRUT BRACKETS.
tl UNIS
RELAXATION OF STATIC CHARGE. ACCESS COVER TO ASSIST INSPECTION, MAINTENANCE
AND TESTING. THE SCREW TYPE GROUND ROD CLAMP
TYP.
2. A 5/8"0 BY 10' LONG COPPER CLAD STEEL GROUND ROD SHALL BE UL LISTED FOR DIRECT BURIAL.
GALVANIZED
PIPE COUPLING (TYP.)
SHALL BE DRIVEN INTO NATIVE SOIL ONLY. PLACING THE
GROUND ROD INTO TANK PIT PEA GRAVEL SHALL NOT BE 7. ONE STRANDED #8 THHN CONDUCTOR SHALL BE RUN TO
CONC. COLLAR
PERMITTED UNDER ANY CONDITIONS. THE CONTRACTOR EACH FILL AND VAPOR RISER CLUSTER FROM THE
FLUSH W/YARD
IS RESPONSIBLE FOR CLEARING ANY UNDERGROUND GROUND ROD. THE CONDUCTOR SHALL HAVE 18"0 MINIMUM
SURFACE
UTILITIES PRIOR TO INSTALLATION OF THE GROUND. MINIMUM COVER.
A BRONZE PIPE CLAMP SHALL BE
12 0 CONCRETE
APPLICABLE FEDERAL, STATE AND LOCAL CODES CONNECTION, ANY PAINT OR COATING ON THE RISER
FOOTING, SLOPE
INCLUDING NFPA 30, FLAMMABLE AND COMBUSTIBLE SHALL BE REMOVED PRIOR TO INSTALLATION OF THE
AT TOP (TYP.)
LIQUIDS CODE, NFPA 77, RECOMMENDED PRACTICE ON GROUND CLAMP.
STATIC ELECTRICITY, NFPA 70, NATIONAL ELECTRIC CODE, 8. ELECTRICAL CONDUIT, FUELING SYSTEM HARDWARE OR
THE STATION ELECTRICAL GROUNDING SYSTEM SHALL
4. PER SECTION 6.4.1.3 OF NFPA 77, THE MEASURED TOTAL
NOT BE USED FOR GROUNDING OR BONDING FILL AND
RESISTANCE IN THE GROUND PATH TO EARTH SHALL B
LESS THAN 1 MEGAOHM. VAPOR RISERS.
THE MAXIMUM ALLOWABLE GROUND PATH TO EARTH 9. RISERS INSTALLED ON STEEL UST'S SHALL UTILIZE
DO NOT LOCATE VENT RISERS WITHIN: SEE DETAIL
RESISTANCE FOR STATIC ELECTRICITY GROUNDING ISOLATION BUSHINGS PER THE MANUFACTURES
ABOVE
INSTRUCTIONS TO PREVENT CATHODIC CORROSION.
- BUILDING OR BUILDING COLUMNS
5. PER SECTION 6.4.1.3 OF NFPA 77, THE RESISTANCE IN
- 3'-0" OF NEON ELECTRODES OR JUNCTION BOX
METALLIC BONDING AND OR GROUNDING SYSTEMS SHA ILL 10. PER THE NFPA 30, SECTION 5-6.3.4 ALL PARTS OF THE FILL
- 5'-0" OF ELECTROLIERS OR ELECTRIC SIGNS
SLOPE PIPING TOWA D NOTE:
BE LESS THAN 10 OHMS. RESISTANCE HIGHER THAN 10 PIPE ASSEMBLY, INCLUDING THE DROP TUBE, SHALL
- 25'-0" OF EVAPORATOR COOLERS OR HEATER FLUES
UNDERGROUND FUEL ALL CROSS OVER PIPING TO BE
OHMS INDICATES INADEQUATE CONNECTIONS. FORM A CONTINUOUS ELECTRICALLY CONDUCTIVE PATH.
STORAGE TANKS AT MADE WITH TEE (OR 90- ELL),
1/4" PER FOOT MINIMUM. SHORT NIPPLE AND 45' ELL.
TANK GROUNDING DETAIL--TYP. EACH TANK
VENT RISER DETAIL
6 PIPING CROSSOVER DETAIL
NO SCALE
NO SCALE
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HARD . MORRIS
FL.
P.E.
REG.-#34748
JOB#
7249
DWG # 13-4�
SHEET NUMBER
OF I
GATwin Oil Company%7249 3251 SaIntlLucle Blvd., Ft. Plerce, FL. Int. Bussinws Park1000-Tank & PipIng%7249-G4.dwq, 3119120091:02:01 PM,fascuntar
VEEDER
ROOT ELECTRON C LEAK DETECT 0
IMPORTANT: THIS IS A CONTROL DRAWING ONLY
AND DOES NOT REFLECT THE ACTUAL LOCATIONS
OF CONDUIT ENTRY (SEE NOTE 7 BELOW).
VEEDER-ROOT REQUIRES THAT ONE INSTALLING OUR EQUIPMENT BE LEVEL I CERTIFIED
FOR MORE INFORMATION REGARDING THE HOMESTUDY INSTALLING COURSE CONTACT 203-651-2762.
-112
WARNING: IN INSTALLATION AND USE OF THIS
PRODUCT, COMPLY WITH THE NATIONAL
ELECTRICAL CODE; FEDERAL, STATE AND
LOCAL CODES. IN ADDITION, TURN OFF POWER
AND TAKE OTHER NECESSARY PRECAUTIONS
DURING INSTALLATION, SERVICE AND REPAIR
TO PREVENT PERSONAL INJURY, PROPERTY
LOSS AND EQUIPMENT DAMAGE.
WARNING: DISCONNECT ALL POWER BEFORE
MAKING ANY CONNECTIONS TO PREVENT
DEATH, SERIOUS INJURY, EXPLOSION, OR
ELECTRICAL SHOCK. MONITOR MUST NEVER
BE OPERATED UNLESS THE FRONT COVER IS
CLOSED OVER THE BARRIER TERMINALS IN
THE INTRINSICALLY SAFE AREA.
NOTES:
1.THE WIRES BETWEEN THE MONITOR AND EACH
SENSOR LOCATION MUST BE OF A TYPE DESIGNED
FOR USE IN THE PRESENCE OF GASOLINE AND
OIL AND MUST BE BETWEEN AWG 14 AND AWG 18.
SHIELDED CABLE SHOULD BE USED FOR PVC CON-
DUIT OR FOR METAL CONDUIT THAT IS NOT PROPER-
LY SEALED IN ACCORDANCE WITH THE NATION-
AL ELECTRICAL CODES AND THE AUTOMOTIVE AND
MARINE SERVICE STATION CODES SINCE THEY
PASS FROM A CLASS 1, DIVISION I OR DIVISION
11 AREA INTO A NONHAZARDOUS AREA.
2.CONNECT WITH #12 AWG (OR LARGER) CONDUC-
TOR THE BARRIER GROUND TO THE EARTH
GROUND BUS AT THE POWER DISTRIBUTION
PAN EL.
3. (�) DENOTES FIELD WIRING CONNECTION USING
WATERPROOF CONNECTORS SUPPLIED WITH
THE PROBE(S) AND SENSOR(S).
4. INTRINSICALLY SAFE WIRING SHALL BE
INSTALLED IN ACCORDANCE WITH ARTICLE
504-20 OF THE NEC ANSI/NFPA 70, 1990.
5. TO MAINTAIN INTRINSIC SAFETY AND PROPER
SYSTEM OPERATION, PROBE AND SENSOR WIRING
MUST BE INSTALLED WITHIN SEALED CONDUIT
OR USING BURIAL METHOD.
6. ELECTRICAL RATING POWER INPUT -120
VAC, 50/60 HZ, 600 WATTS MAXIMUM.
7. REFER TO "SITE PREPARATION AND INSTALLA-
TION INSTRUCTIONS, "MANUAL NO. 576013-622
FOR ACTUAL LOCATION OF CONDUIT ENTRY
INTO TLS-350 MONITOR.
8. FOR VOLUMETRIC LINE LEAK INSTALLATION,
REFER TO LINE LEAK DETECTOR "SITE PREPARA-
TION AND INSTALLATION INSTRUCTIONS,"
MANUAL NO. 576013-873.
9. FOR PLLD INSTALLATION, REFER TO "SITE
PREPARATION AND INSTALLATION INSTRUC-
TIONS," MANUAL NO. 576013-902. THIS SENSOR
REQUIRES SHIELDED CABLE.
115 VAC
HOT
CONNECT TO PUMP
CONTROL OF THE
SELF SERVE SYSTEM.
OR DISPENSER,
ON THE PRODUCT RELAY
OR PUMP CONTACTOR
CIRCUIT BREAKER
PANEL
115 VAC
NEUTRAL
TO PUMP CONTROLS
See "Pump Control
wiring" for specific
wiring connections.
(SEE NOTE 8.)
TO PUMP CONTROLS
see "Pump Control
Wiring" for specific
wiring connections.
(SEE NOTE 9.)
RIGID
CONDUIT
BARRIER GROUND
CHASSIS GROUND
AG NEUTRAL
AC LINE
RIGID
CONDUIT
L *
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9)
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01010 0 0 0 0 0 0
PNESNURE_ 1 4 n
0 0 1-�T
006�
000
RIGID
CONDUITJ
INPUT EXTERNAL
(SHIELD DEVICE
CABLES)
NOTE: VEEDER-ROOT LLD FIELD WIRING
CABLE (P/N 330221-XXX)
IS HIGHLY RECOMMENDED.
i
TERMINATION
P01NTS FOR
SHIELD CABLE
CIRCUIT BRAKER
PANEL
AC
__F:U11:5_�V7
115 VAC
NEUTRAL
DISCRIMINATING CONTAINMENT
SUMP SENSOR
(TYPE B SENSOR)
NON —HAZARDOUS AREA HAZARDOUS AREA
RIGID
0
RIGID JUNCTION C IND U IT PROOF JUNCTION BOX
CONDUIT BOX FROM
(SEE NOTE 7.)
THERMISTOR
SHIELDED
CABLE
RIGID -
CONDUIT
WEATHERPROOF JUNCTION BOX
(1 PER PROBE)
F_�� FROM
PROBE
WEATHERPROOF JUNCTION BOX
(1 PER SENSOR)
CON� SIUN3
ON P"ED ENI
PER NFPA 80
THE
THE
TMK
le MINIMUM DR
MANHOUE
2 CORD GRIP GENUS
SUPPLIED WmH PROSE
4
JUNMON BOX fMA
1 D
(1/62 INCH INK TH S
CUBIC INCH
MINIMUM)
UI PER NMA
i MIN
s" �� :.�ffll SPEC
SEE SUPPUED WITH
eNOGE ROSE
I PIPE
40
NOnT: Im,rdue Uns minimum dimeddan ff 0. Wink
dinmetn' d.be mA ..th Me Pmbe MnIp
(1,umnP : - di.. W* .111 ud n 8
* A VS
Iumbe , - mud be V onger
in Ul Neer pipe �Whi In
Vvn the mInnu In Mer W n.0d.
MAGNETOSTRICTIVE PROBE
I.J
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F_
FROM
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SENSOR
'"441
Ir MINIMUM OR
MANHOUZ
WEATHERPROOF JUNCTION
BOX
PER SENSOR)
2 COW GNP SE4S
(1
SUPIPUED VnTH SENSOR
F.ATER
FROM
-I
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WH7.
IGROUND__GREENI
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VAPOR
NOT
INOT
USED
USED
z
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CUBIC INCH
MINIMUM)
PER SENSOR)
FWA. .ffE]
GROUND
SE&
�Mhl BLMCK
70
-WAT[:_�
NOT
USED
PER NPRA
VIED
U
.E_ RED
SENSOR
TO ROSE
JUNCnON BOX
LEADER
C�
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WEATHERPROOF JUNCTION
BOX
2- OR RISV?
M�
(1 PER SENSOR)
FROM
TYPE A
NOT
USED
SENSOR
WEATHERPROOF JUNCTION
BOX
SENSOR __5e
SENSOR SMITCH
(1 PER SENSOR)
MUST REACH
OF T"
Is _REGI FROM
tel KI I
TYPE B
___U I � I SENSOR
WEATHERPROOF JUNCTION BOX
(1 PER SENSOR)
FROM
PLLD
LINE LEAK NOT USED
SENSOR
EXPLOSIONPROOF JUNCTION BOX
(1 PER CONTROLLER)
FROM
GREY LINE LEAK
RED DETECT
CONTROLLER
SREM. T�
SEE
INSU
INTERSTITIAL LIQUID SENSOR
THE%.
�,tNS AND ALL PROPOSED WORK
ANL
JBJECT TO AW CORRECTIONS
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REQ
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BE NECESSARY IN ORDER TO
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FIL E. Rt�. #34748
JOB # 17249 1
DWG # G-5:=
SHEET NU=]
OF
GATuvin Oil Company\7249 3251 Saint Lucie Blvd., Ft. Pierce, FIL - Int. Bussiness Park\000-Tank & Pipingl\7249-G5.dwg, 3/1912009 1:02:55 Pull, fascuntar
a
INTERN-ATIONAL AIRPORT BUSI-N-ESS PARK CONDOMINIUM
A DENUZZ10 INVESTMENT GROUP DEVELOPMENT (D.I,,G,,)
ST. LUCIE COUNTY, FLORIDA
PROJECT INFORMATION
ENGINEER RALPH D. DENUZZ10
ADDRESS 6100 BOULEVARD OF CHAMPIONS
NORTH LAUDERDALE
FL 33068
PHONE NO.: (954) 969-5100
& 64T�Iqq
SITE PLAN A!��OVED
DATE o
BOARD OF'GOUNTY COMMISS'"
N
Chairman
INDEX:
1. COVER SHEET
2. SITE PLAN SHEET
3. ENGINEERING PLAN SHEET
4. SITE PLAN DETAIL SHEET
5. CROSS SECTION DETAIL SHEET
6. DRAINAGE DETAIL SHEET
7. \A(ATER & SEWER DETAIL SHEET
SECTION 32, TOWNSHIP 34 SOUTH., RANGE 40 EAST N L--� -- v t - I 6f---J I
VICINITY MAP
(T" 0111's 1421-702-063440015 AuD 142s.pp.4232-000)
(NOT TO SCALE) mecaffen: Sdt* Nlmat corner of the bwnwtion Of SIL Lucia ftulavwd WW Capga
p
W
WS Major Site fUn Allpova e*nslon $hall SV;m on August 16, 2008, unless WkKng
amissued aran exIlension has beengranted In a000fd�me wah Seefion 11.02,060
M4
--;Z��St Lucia County Land Dwmkpmnt Cod&,
The CoMosto of Cspadtygrante4 bY lhb Givw1h Manag�Ment Diralpr 0 .4#W
w4l Atiguat liS. 200& 1, . _, I foryWn
T,- \ENGIIVEERIIVG\04015�SITEPLAN\SO_G,45\COVER.dwg 5F Kirk Mar 14,20o5�5;46pfr,
WIN E a
2 DATE
p AIRPO AUTHORITY
! t—chairmao
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED ENGINEER
M
---------- —
--�ZZilo P�
RALPH D, IJENUZZIO PX:
FLDQID,k R9019TRATION NO.
F
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SHEET
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7
MAR �" 2 2905
Growth Manageiiiu;
'NTER AT ONAL A RP ORT BUS NESS PARK
(FLEX SPACE)(CONDOM N UV)
A. DENUZZ�O �NVESTMENT GROUP DEVELOPMENT (DJ.G.)
TABULAR DATA:
NAME OF DEVELOPMENT: INTERNATIONAL AIRPORT BUSINESS PARK
PROPOSED USE: FLEX SPACE/SERVICE STATION, CONVENIENCE STORE
ZONING DISTRICT: INDUSTRIAL LIGHT (IL)
LAND USE CLASSIFICATION: INDUSTRIAL
SECTION 32, TOWNSHIP 34 SOUTH, RANGE 40 EAST
TOTAL GROSS ACREAGE: 3.30 AC
TOTAL GROSS FLOOR AREA: BLDG. 2 9192.80 SF
BLDG. 3 9192.80 SF
BLDG, 4 9192.80 SF
TOTAL FLEX SPACE: 27578.40 SF
TOTAL SERVICE STATION/ BLDG. 1 : 2400.00 SF
CONVENIENCE
STORE
BLDG COVER
: 20.72%
MAX. BLDG COVER
50%
PERVIOUS AREA
0.94 AC
(29.41%)
IMPERVIOUS AREA
: 2.36 AC
(70.59%)
INTERIOR VEHICULAR
USE COVERAGE
FLEX SPACE
48277.83
SF (1.12 AC)
SERVICE STATION
20520.61
SF (0.47 AC)
NO. OF STORIES
FINISH FLOOR ELEV
Z
rri 0
> z
C
C: lag
I M
I
U] I C:
En _4
BUILDING SETBACK
REQUIRE
PROVIDE
FRONT
25
FT
(MIN.)
171 FT (MIN.)
SIDE INTERIOR
10
FT
(MIN.)
10 FT (MIN.)
SIDE CORNER
20
FT
(MIN.)
25 FT (MIN.)
REAR
20
FT
(MIN.)
20 FT (MIN.)
13UFFERS
REQUIRE
PROYLD�
FRONT (STREET)
15
ITT
(MIN,)
15 FT (MIN.)
SIDE INTERIOR
10
FT
(MIN.)
10 FT (M IN.)
SIDE (STREET)
15
FT
(M IN.)
15 FT (MIN.)
REAR (INTERIOR) : 10 FT (MIN.) 10 FT (MIN.)
SUBJECT PROPERF11Y LONEL) INL)U�SSTHIAL
LIGHT, I FUTURE LAIND—USE INDUSTRIAL
2 PARKING SPACLS PER PUMP 12 SPACES
5 SPACES /1000 SQ.FT. @ 2400 SQ.FT. 12 SPACES
TOTAL 24 SPACE
PARKING PROVIDED 24 SPACES
2. FLEX SPACE PARKING REQUIRED (CALCULATED *MAXIMUM USE)
(ALL OFFICE)
I SPACE/333 (SEE ATTACHED PARKING ANAILYSIS
FOR FLEX SPACE OFFICE)
0 27578.40 SQ,FT. = 83 SPACES
TOTAL = 83 SPACE
PARKING PROVIDED: 146 SPACES (MAX)(INCLUDING 24
GARAGE AND OR
PARKING SPACES)
HANDICAP PARKING REQUIRED: = 5 SPACES
HANDICAP PARKING PROVIDED: = 5 SPACES
LOADING AREA REQUIRED: = 2 SPACES
LOADING AREA PROVIDED = 2 SPACES
ZONING: INDUSTRIAL LIGHT
FUTURE LAND —USE: INDUSTRIAL
i i
INDUSTRIAL LIGHT I
LAND—USr: INDUSTRI�L
Year 2007
Development Schedi
me
ars
S
I .
2.
Site plan approval by County
rm its from GountrA
OEM
==_==M===
3.
Permits fromother agencies
urs ictlon
4.
Building permit
5.-
Site
Construction Phase I
6.
Off—Sife Roadway Improvements
7.
Site Construction Phase 11
8.
9.
Site Construction Phase III
Site Co
T. \EN GIN EERI N G\04015\Sl TEP LAN \SP —GAS\SP46. dwq SP Kirk Mar 21,2005-11�04am
NOTE:
ST. LUCIE COUNTY STORMWATER PERMIT IS
REQUIRED FOR THE PROJECT PER SECTION
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ORDERING STIRUCTURES OR THE
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EXTREME CAUTION SHALL BE
EXCERCISED DURIING DIGGING TO
ENSURE PROTECT'ION OF EXISTING
UTILITIES. ALL APPROPRIATE UTIITY
OWNERS AND LOCAL AUTHORITIES
SHALL BE NOTIFIED IN WRITING 72
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48 HOURS BEFORE DIGGING
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UNDERGROUND UTILITIES
NOTIFICATION CENTER OF
FLORIDA
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M 2 12005
--- --------
RALPH D.- DENUZZIO P. .
FLORIDA REGISTRATIO NO. 2 5
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1.
ALL SIGNS SHOWN SHALJ-
LO
CONFORM TO MOPW & U
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OTHER GOVERNING BODIES,
ACCESSIBLE SYMBOL2.
ALL SIGNS SHOWN SHALL
PARKING
DEIAIL
BE REFLECTORIZED TO
NOTE. PAINT SYMBOL BELOW
ONTO PAVED SURFACE WITH
SHOW THE SAME COLOR BY
(2) COATS OF PAJNT. MANUF.
AS PER DEPT. OF TRANISPOEA'00IN
NIGHT AS BY DAY.
SPECS, VERIFY COLOR AS REQ D
BY STATE CODE.
(NOT TO SCALE)
3. ALL 5IGNS SHALL BE
SECURELY MOUNTED ON
GALVANIZED STEEL CHANNEL
POSTS.
4. INSTALL QUANTITY AND AT
LOCA71ONS REQUIRED BY
CODE AND/OR AS INDICATED
ON DRAWINGS. CONFORM TO
ALL ACCESSIBLE SIGNAGE
CODES.
2
0
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AM LETTERS
PARKING BY
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A A
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A
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TYPE
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PREMOLD E
C.
EXPANSION
JO
MATERIAL
NOTE: ALL CONCRETE SHALL HAVE A MINIMUM 28
DAY COMPRESSIVE STRENGTH OF 3000 PSI.
ALL SIDEWALKS ARE 4" THICK
SIDEWALK JOINTS
TYPICAL SIDEWALK DETAIL
NOT To SCALE
REINFORCING PER MOPW
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& MINIMUM HEAVY
DUTY LOADING
TABLE OF SIDEWALK J IINTS
TYPE
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MAR 12005
— — — — — — — — — — — — — —
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FLORIDA REGISTRATiOp NO. 21
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DENSITY PER AASHTO T-180
PRIME Sc TACK COAT PER FDOT SECTION 300
12" COMPACTED SUBGRADE 100% AASHTO T-180---/
F.B.V. 40 PSI REQUIRED
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(NTS)
18.00,
PARKING
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16.00'
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TYPE 101)"
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15.00 9
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2% SLOPE ...... .... ..
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DENSITY PER AASHTO T-180
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12" COMPACTED SUBGRADE 100% AASHTO T-180---/
F.B.V. 40 PSI REQUIRED
TYPICAL SECTION C—C
(NTS)
A
15.00' 12.00' 12.00' '1 0.uu
SWALE ROADWAY ROADWAY SWALE NOTE:
EL. 21.49' EL. 21.73' EL. 21.49' INV See engineering paving
INV EL.19.61' and drainage plans for
EL. 19.61 SLOPE 2% SLOPE
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1 1/2" TYPE S-111 ASPHALT (2 LIFTS) —
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DENSITY PER AASHTO T-180
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12" COMPACTED SUBGRADE 100% AASHTO T-18
F.B.V. 40 PSI REQUIRED
TYPICAL SECTION E—
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NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED. ENGINEER
2 12005
---- ------
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FLORIDA REGISTRAT�ON 0. 21785
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FINISH GRADE
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THICKNESS, FROM
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9 FOUNDATION ALL BACKFILL COMPACTED TO
NEEDED A.- NOTE.
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N� DirrawINED By AASHM T_99c
PIPE BEDDING DETAIL
EDGE OF PAVEMENT
CRATE ELM AS
BROWN am PLANS
TYPE: *C,
BOTTOM
TM C.G. TOP
PLAN
U.S.F. FRAME ORATE
(OR EQUAL)
FRAME NO.5130
GRATE HO.8163
PRICK 70 GRADE
2 PRICK MIN.
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ADDITIOWL
00 NMWRO
SAM
U,S.F. FRAME 4k GRATE
(OR EQUAL)
GRATE ELEV. AS FRAME HOA155
OMTE 0.6210
SHOWN 00 PLANS
BRICK TO GRADE
2 BRICK MIN-
OROUr v-4 TRUCK MAX.
UY cgz
SECTION A -A
TYPE T.S. TOP
xly Rom
KEY CUT is REQUIRED W/PRECAST TOPS ONLY -
IF TOP SLAB is CAST IN PLACE. USE No� 4-12-
LONG BARS EQUALLY PLACED TO SECURE TOP
SLAB TO SIDE WALLS.
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TIM
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SECTION
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GIWOUJI. HOTESt
GrYEUG) DOES, ALL EXPOSED MIXED AND CORNM TO BE CRAMFERM S/r
FOUNDATION MATEIUUJ WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION
a ENCOUNTERED AT FLOW LINE, OMIT FLOOR "a WAY WALLS DOWN TO
SATISFACTORY MUNDAYICIL BACKFUL TO FLOW LINE WITH C� SAND-
• MAILS IN ACCORDANCE WITH DRAWING H� 102 & 103 U.SL PRECAST CORP.
• CONNOTHO PIPES NOT TO MOM r INSIDE SMCTUIUL
TYPE D 59 STRUCTURE
CORRUGATED ALUMINUM PIPE
CLASS I CCHCRM_
W 12"
ox 60wWwEWRAP
NOTFA COST OF COXCRM AND BITIAIWOUS COATING TO BE INCLUDED IN
cogNIACT UNIT PRICE FOR EITHER NEW PIPE OR UTTERED NO SECTION -
A CONCRETE JACKET SHAL NOT BE USED 70 JOIN!
11A IS
MINIr
Wl0LPlEP0E'%Ma`7HWE UM COVER REQUIRED IN
ACCORDANCE WITH INDEX No. 205 CANNOT OF OBTAINED.
DISSIMILAR TYPES
CONCRETE JACKET
Per F.D.O.T, Index 280
ORATE EW. AS
SHOWN ON PLANS
GROUT
mm� key.
Irom 24 DIM
2v 3r am
Ir an." 110IMEST
NVM "ism away
PAR� 70
ROAmy G.
LLSY& FRAME &
AS wvmm
U.S.F. FRAME ORATE
(Olt EQUAL)
FRAME HOA155
GRATE NO�6210
PRICK TO OWE
2 BRICK MIN.
%,1-
L 4 BRICK MAX.
Tm 'ir _t
BOTTOM
TYPR C. S. TOP
24'm 3r
5
BMW To GRADE
2 BRICK MIN.
4 MUCK MAX
-UT
1 if Ir My HIM
WASHOD ROCK
Nm
Oww_m=lE`Plm
SEQTjON I
19 Daft TIM RAWKNED
WATER WWAM 131NATION.
TYPE 'C' STRUCTURE
TYPICAL EXFILTRATION TRENCH
LONGITUDINAL SECTION
12" MIN.
61
OVERLAP w
20.50'
LLj
4'
BASE
SLAB EUEV.=22,57'NGVD Llj
SUBGRADE 18.75'
TUNSM�SAI __ -ITEttir L �T
D 18.25'
T p
TR CH
E N CMP ALF PIPE WEIR ELEV.-21,40' NGVD
CMP
:31 DEPTH 15"0 PIPE PIPE
HALF
WITH GASKET
3/4 "ROCK FILTER FABRIC
L = LENGTH OF TRENCH REQUIRED 4FEE
v = VOLUME TREATED (A ES)
W
HYDRAULIC CONDUCTIVITY
K =
H DEPTH To WATER TABLE
TRENCH WIDTH (FEET) pr
E �SFT 2- Fr. HEAD)
2 P F
DU NON -SATURATED TRENCH DEP H (FEET)
Ds= SATURATED TRENCH DEPTH (FEO
TYPICAL EXFILTRATION TRENCH
PROFILE
1. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT CONTAMINATION OF THE TRENCH BY SAND,
SILT, OR OTHER MATERIAL.
2. THE CONTRACTOR SHALL INSTALL. H.D.P.E. PIPE PER MANUFACTURER'S SPECIFICATIONS
3. NO PIPE PERFORATIONS FOR THE FIRST 6 FEET FROM THE INLET OR MANHOLE.
4. PIPE PERFORATIONS SHALL BE 5/16" HOLES SPACED AT 1' 7/8" (MINIMUM 200 HOLES PER LINEAR FOOT).
5. SEE DETAILS OF MANHOLE AND/OR INLET FOR CONSTRUCTION DETAILS OF SAME.
M TO D.O.T. SECTION 985 OR APPROVED EQUAL.
6. PLASTIC FILTER FABRIC SHALL CONFOR
7. PRIOR TO BACKFILLING ANY DRAINAGE STRUCTURES, THE ST. LUCIE COUNTY ENGINEERING DEPARTMENT SHALL
BE GIVEN 24 HOURS NOTICE IN ORDER TO SCHEDULE AN INSPECTION OF THE FACILITY.
U.S.F. FRAME A ORATE
(OR EQUAL)
CRATE EUEV. AS ME NO
0:0511
SHOWN ON PLANi.-\ 94
I
BRICK TO GRADE
QRICK MIN.
CR 4 BRICK MAX.
TYPE C.
BOTTOM
TYPE C. V. TOP
L612"ki
EL
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NOW
DOETE WuEP HOLE VW*GMN I ... wam ROCK
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Is SELOffif THE MAINTMED
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SECTION
POLLUTION RETARDANT BASIN
BAYF-LB TYPE
1/41x2l
ANGLE
5/8"xl-1/2" A307 BOLT��� 5/8"X2" A307 BOLTS
0 18" O.C. ANCHORED IN
AND NUT 0 18" O.C. STRUCTURE
CONCRETE STRUCTURE CONCRETE
3/8- ALUMINUM CONT WELD
WEIR PLATE ALL BOLTS TO BE GALVANIZED
OR STAINLESS STEEL.
WEIR CONNECTION DETAIL
c 0?l
vt
NEOPRENE GASKET
rSEE BAFFLE DETAIL
1. SECTION OF A.CM.P. CUT IN HALF, BAFFLE
DIAMETER TO BE AS PER TABLEI.
2. 1/2' GALVANIZED LAG B13LY IN LEAD SHEILD.
3. WELD 13R 2-1/4' THRU BOLTS.
PLAN 4. MINIMUM e4' SUMP REQUIRED FROM LOWEST
IPE PDIA�MMETER PIPE ENTERING OR EXITING THE INLET.
TABLE I
�D IN G GE PLATE TO BE A
!3 41,1RUDE"I') TU811ATO BOTTOM OF BAFFLE, D BAFFL
ALLIN.
, U
ALW 'N CORRUGATED DIA
METAL PIPE CUT IN HALF
D 0' 4'
'24' MIN. p 0.
1�3
24,
313' :36'
BRACKET DETAIL ELEVATION 36, 42'
POLLUTION RETARDANT BAFFLE
'D. DIAMETER OF PIPE PER
ALUMINUM PLATE
SEE PLANS FOR
WELDED TO TOP BAFFLE SIZE
POLLUTION RETARDANT BASIN
-D' MA %ap
4:
4
-.4
IM INU�i P
ALUMINUM PLATE SEE PLANS FOR
NE
WELDED TO TOP
BAFFLE SIZE
PLAN
POLLUTION RPTARDANT BASIN
OUT _T IN
310
FLOW FLOW
(1) IW. ELEV.- 17.00' N=
INV�17,011'
ji:
SLAB ELEV.- 14.50' NGVD
CONTROL STRUCTURE WITH
Wol 11 %111 LOU I zi MF lard "110 01 IN noymIll 2 a IN
PAVING AND DRAINAGE SPECIFICATIONS:
1. ALL MUCK/ORGANIC MATERIALS ARE TO BE REMOVED FROM WITHIN
10' OF ANY BUILDING OR PAVEMENT IN ACCORDANCE WITH ST. LUCIE
COUNTY ENGINEEERING DEPARTMENT MINIMUM TECHNICAL STANDARDS.
2. 12" COMPACTED SUBGRADE SHALL HAVE A LIMEROCK BEARING
RATIO (LBR) OF 40 AND SHALL BE COMPACTED TO 1009 OF
MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99(c).
3. 4" & 8" LOCAL BASEROCK COURSE (MIN LBR 100) SHALL 13E
PRIMED AND COMPACTED TO 98% OF MAXIMUM DRY DENSITY AS PER
AASHTO T-180 MINIMUM CARBONATES=60% AND CONFORM TO THE
REQUIREMENTS OF THE COUNTY.
4. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE TYPE S-1
- 3/4- LIFTS AND SHALL CONFORM TO
MODIFIED IN TWO (2)
THE REQUIREMENTS OF ST. LUCIE COUNTY ENGINEERING
DEPARTMENT'S "MINIMUM STANDARDS".
5. PRIME COAT AND TACK COAT FOR BASE COURSES SHALL CONFORM
TO THE REQUIREMENTS OF SECTIONS 300-1 THROUGH 300-7 OF
FLORIDA D.O.T. STANDARD SPECIFICATIONS. PRIME COAT SHALL
BE APPLIED AT A RATE OF 0.25 GALLONS PER SQUARE YARD.
6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED.
7. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE
IN STRICT ACCORDANCE WITH THE TURTLE RUN COMMUNITY DEVELOP-
MENT DISTRICT AND THE MINIMUM ENGINEERING AND CONSTRUCTION
STANDARDS ADOPTED BY THE ST. LUCIE COUNTY ENGINEERING
DEPARTMENT'S "MINIMUM STANDARDS-.
a. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, FORT. PIERCE
UTILITY DEPARTMENT 48 HOURS PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL DAMAGES CAUSED DURING CONSTRUCTION
AND SHALL REPAIR SAID DAMAGES AT HIS/HER EXPENSE.
9. THE LOCATION or EXISTING UTILITIES SHOWN ON THESE PLA14S
ARE APPROXIMATE ONLY AND ARE BASED ON AS -BUILT
INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE
NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING AND VERIFYING ALL UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. ANY AND ALL CONFLICTS
WITH EXISTING UTILITIES SHALL BE REPORTED TO THE
ENGINEER. THIS WORK BY THE CONTRACTOR SHALL BE
CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL
COMPENSATION SHALL BE ALLOWED.
10. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE
SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING
MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
REVISED OR UNACCEPTABLE MATERIALS INSTALLED OR ORDERED
WITHOUT AN APPROVED SHOP DRAWING.
11. ALL DRAINAGE PIPE IN AND PARALLEL TO THE ROADWAY SHALL BE
-76.
REINFORCED CONCRETE PIPE CONFORMING To ASTM C
(UNLESS OTHERWISE NOTED ON PLANS).
13
C? 7 -1;2�
SITE PLAN APPROVED
-7
BOARD OF COUNTY
MISS'
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA REGISTERED
ENGINEER,
MAR 2 12005
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NUMBER
6
OF
7
t
GENERAL POLIC
WHERE COST XS77FIED AND OPERAnOMALLY FEASIBLF IT 15 7HE GENERAL POLICY OF THE
F.P.1).A. To pRowDc WATER, aEorma sE*EET AND OAS SOME FROM THE STREET SIDE OF
A PIECE OF pRopOTy. DEPENDING ON FACTORS SUCH AS LOCATION OF EXISTING SUPPLY
SOURCE FACIUPES� Rr-4R OR SIDE LOT LINE SUPPLY MAY BE AUTHORIZED, Bur ONLY MIH
PRIOR APPROVAL FROM THE F.P.U.A.
THE PREFERRED POINT OF CONNEC77ON TO TIE F.P.U.A. SEWER LATERAL.
AREA (D , SHALL BE LOCATED IN THE CORNER OF THE PROPERTY
SELECTED BY THE FAU.A. AS THE BEST LOrAPON FOR THE LATERAL
EVERY EFFORT WLL BE MADE To SaECT THE CORNER WERC TWO
LATERALS CAN BE CONNECTED IN A 'Yo CONFICURA710M AS SHOWN.
(2) F pHMGAL BARRIERS OR OTHER OBSTACLES PREVENT THE CONNE017ON
OF THE BUILDING SMVCF LINE TO THE FPX.A. SEWER LATERAL VAININ
AREA (D , THE F.P.U.A. ENGINEERING DEPARTMENT MAY AUTHORIZE THE
CONNEC71ON ALONG THE PORTION OF THE RIW LINE MARKED AREA (9) -
NOTES.'
1. HORIZONTAL SEPARA77ON OF WATER AND WASTEWATFJ? SERWCES SHOULD HE A MINIMUM
OF 10 FrET.
I THE WASTEWATER LATERAL SHALL BE LOCA7ED WTHIN RIGHT-OF-WAY AND TERMINATF
AT THE PROPERTY LINE
X INE F.P.O.A. SHALL BE RESPONSIBLE FOR VIE MAINTENANCE'AND REPAIR OF THE WASTE-
WATER LATERAL WTHIN THE EASSWENT DR RIGHT-OF-WAY UP TO IHE POINT OF CON-
NECnON.
WASTEWATER SfRWCE PLACEMEN
(N. T. S.)
TWO WAY CLEAN -OUTS
TRAFFIC RING & COVER
U.S. FOUNDRY STYLE 170
OR APPROVED EQUAL I
6.
SANITARY ME L- —
4
_T2 112
MIN.
4
LIQUID
OUTLET 1 112-
PIPE
OUTLET SWEEP T
12' MA)UMUM
81 MINIMUM
FROM BOTTOM
OF TANK
SECTION
NOTES.'
1. ALL PIPING SHALL BE A MINIMUM OF 4'�
* PIPING SHALL BE INSTALLED USING A CONCRETE MANHOLE ADAPTM
* SANITARY 'r OUTLET SHALL HE INSTALLED 40 INSIDE MANHOLE WALL-
4. TAW $HALL BE A MINIMUM OF 1000 GALLONS & MAVMUM OF 1250 GALLONS.
5. TAW MUST BE TRAFFIC SEARING.
6. WALLS & BOTTOM SLABS MINIMUM 4' THICK REINFORGED CONCRETE
* 70P SL49 MINIMUM 5* THICK RETNFORCED CONCRM
* SEC77ON SHALL BE JOINED AND SEALED MTN MINIMUM 1-314- -RAM-NEI(
SEALER OR EQUIVALENT To FORM A WATER 77GHT SEAL
9. TAW SIDNG SHALL BE PER FPUA GREASE' TRAP POLICY
LUG 'SEE MoTr MAIN OR LATERAL PLUG
S N07C 2 S NOTE I
';Z;t rSM N07E 2
Nolm,
1. BALL ME WASTEWATEI? LOCATOR BY JM CORP. OR APPROVED EQUAL.
2 MINIMUM SLOPE OF 118' PER FOOT, USE GREATER SLOPE MERE POSSIBLE
J. SERVICE LATERAL SHALL TERMINATE K17H A C"OUT.
F-U-114yrd �tq#jlllill
GENERAL POL
P,HERE COST JUSMED AND OPERATIONALLY FEASIBLE, IT IS THE GENERAL POLICY OF THE
FP.U,A. To PROWDE WATER, aECTRIG� SEIVER AND GAS SOME FROM THC STREET SIDE OF
A REX OF PROPERTY DEPENDING ON FACTORS SUCH AS LOCATION OF DUSTING SUPPLY
SWRM FACILITIES, REAR OR SIDE LOT LINE SUPPLY MAY BE AUTHORIZEA BUT ONLY VATH
PRIOR APPROVAL FROM 'rHE FP.U.A.
PIPE �j �. "0 �3`.
M(D
0
(b THE PREFERRED POINT OF CONNE07ION TO THE FRU.A. WATO METO,
AREA (D SHAU BE LOOMED IN THE CORNER Or THE PROPERTY
SLIECTED BY THE FRU.A. AS THE BEST LOCA77ON FOR THE WATO
MEMR. EVERY EFFORT WLL BE MADE TO SELECT THE CMAVO WERE TWO
WATER SERMES AND METERS CAN BE CONNECTED.
F pHMOAL BARRIOS OR OTHER OSSrACLES PREVENT THE CONNECTION
OF THE BUILDING SOME LINE TO THE F.P.U.A. WATER SERWCE� WHIM
AREA (D , THE F.P.U.A. ENGINEERING DEPARTMENT MAY AUIHORIZV THE
CONNECTION ALONG THE POR77ON OF THE RIW LINE MARKED AREA
OR ALONG THE PROPERTY LINES MARKED AREA 0.
NOTES,
1. HORIZONTAL SEPARATION OF WATO AND %AsTEWA7O SERWOES SHOULD BE A MINIMUM
OF 6 FEET AND PREFERABLY 10 FEET
2. ALL METOS WLL BE INSTALLED IN A UNRESTRICTED ARIEA ALLOKINIG EASE OF ACCESSAND
PROMNO ADEQUATE PROXCTION.
3. THE F.P.U.A. SHALL BE RESPONSIBLE FOR THE MAINTENCE AND REIPAIR OF THE WATER
Sl�RWCE AND METM WITHIN THE EASEMENT OR RIGHT-OF-WAY Up TO THE POINT Or CON-
NECRON,
WAZER MEER P-LACEMEN
(N.T.S.)
w
MAIN
DOUBLE LATERAL SERVICE CONNEC770
AT PROPERTY LJ14E
AIN
SINGLE SERWCE LATERAL CONNE07ION
BALL TYPE WASTEWATER LOCATOR
INSTALLED ABOVE THIS POINT
&ALL BY 3M CORP. OR APPROVED
EQUAL
sowcE LATERAL SHALL mmmnr mrH A CLEANOUT
SERVICE CONNECTI
(N. T. a)
4GNE71C MRC AFFIXED BY
EN71FICATION TAPE
tp.)
POLYETHYLENE VARIES
TUBING SERVICE
EXIS77MG
WA TO? MAIN
P�OADAwnm r
STAINLESS STEEL
DOUBLE STRAP
SOME SAOD
R/W ROME TYPE
METER BOX
FINISHED GRADE BY FPUA/CON7RACTOR
=%S77NG SEE N07E j14 METER To BE
WATER MAIN 'INSTALLED BY
LOCKABLE FP.U.A.
METER VALNE
I
(CURB STOP)
I' POLYETHYLENE
TUING SOME
CORPORA77ON STOP
MAGNE77C
7HHN WFRE
STAINLESS STEEL DOUBLE
STRAP SOME SADDLE
MTH LP. THREAD
NO
1. BLUE 12 GAUGE THHN MRE SHALL BE ATFACHED 70 THE SERVICE LINE.
I WHERE SERWCES UNDER PA "ENT ARE REQUIRED, THE POLYEMYLUIE TURING SHALL BE
INSTALLED WTHIN SCHEDULE 40 PVC CASING PIPE.
3. 1- & 3/4- METET? SIZES SHALL REQUIRE A LOCKABLE METER VALM (CURB STOP)
4. MINIMUM COVER IN UNPAVED AREAS IS 18-, IN PAVED AREAS OR PLANNED ROADWAYS OR
SWALES MIN. COVER %fALL BE 36�
TYPICAL SA&LE-WA7FR SERWCE CONNEC77ON
(N. r. &)
DETAILS SHOWN ON
DRAWING ABOVE HAS
BEEN PROVIDED BY
FORT PIERCE UTILITIES
AUTHORITY 01/10/05
2'x2'xl2' SLA I
POURED TO GPRADE 1�-O-j CLE4NOUT FRAME &
S COVER U.S. FOUNDRY 32-C
IN UNPAVED ARENAS OR APPROVED EQUAL
6'�--45'P.V.C.
^6�45* P. Vc.
UIS77NO
WMER MAIN
MOUND OR PAVEMENT
SURFACE
UNDISTURBED
SOIL
s' Add HYDRANT
R M-1
4 112- PUMPER NOL
FACING ACCESS
R/W AND (2) 2 112-
HOSE NOZZLES
fs*�--Tal
BLUE R.P.M.-,,,,
VALVE BOX (Sir DE7AIL)-.!:I r
RMUEN T SEA r
6" GATE VALVE
NON -RISING STEM
6 0 0-.900 P. V. a
6" P.vc.
PLUG
8' THICK
APPROVED TRAFFIC TYPE HYDRANT
240 SQUARE X 8' THICK
CONCRETE COLLAR
W1 2 #J REBAR
UNDISTURBED
SOIL
CY OF PEA ROCK (MIN)
I
1. HYDRANT SHALL BE INSIALLED PLUMB & TRUE
a HYDRANT ASSEMBLY MUST BE RESTRAINED
Z HYDRANT SHALL BE PAWED CARNIVAL RED
TO TEE
FROM FACTORY.
6. ALL FITTINGS TO BE MECHANICAL JOINT.
,T. HER 717 REST IN UNDISTURBED SOIL
Z EN77RE ASSEMBLY TO BE MECHANICALLY
THE ONLY HYDRANTS ACCEPTABLE ARE.,
RESTRAINED
KENNEDY GUARDIAN, mualm COTURION,
& AMERICAN AW, CLOW OR APPROVED EQUAL
6, BLUE LOCATOR SHALL BE PLACED IN
CENTO OF ROAD PERPENDICULAR TO
HYDRANT
TYPICAL rlRE HYDRANT
ASSEMBLY
(N.T.S.)
C 'SEALTITE" OR INSERTA-TEE
- WATER PIPE
kDOLE OR
OVED EQUAL
2 112- P.Va SCH. 80 CAP W/ J/4-
OUTLET OR APPROVED EQUAL
-3/4- PVC, SCH. 40
rn-),� OR COPPER
FIRE HYDRANT GAIE -0
VALVE .1
14
PROPOSED FINISHED GRADE
RMMoLOGICAL SAMaING POINT @.Elf?E HYDRANT
(N. T. s.)
i,.�> 7
SITE PLAN 'APPROVED
BOARD OF C000 6WM'
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA REGISTERED
ENGINEER,
----------
------- D-, 7 D-r ZIO
iAifp 11" DENUZ 10
Lo GISr I
'FLORTITDA_ REGIST�A�ION !NO.)1785
44
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NUMBER
7
OF
7
Ld
To,
VOLCON NO, VVB-J
TRAFFIC TYPE
METER BOX
(24 1140M 13 518")
BLUE R.P.M.
45'BEND
PEA ROCK
(2' MIN)
BRICK--/
MJ OFFSET PLUG TAPPED
FINISHED GRADE
wl�,�
2' SALL VALVE
2" POLYEMELENE TUBING
SOLID SLEEVE (Typ.)
SEC77
NOTE.
1. IF NOT CONNECTING To Mi BELL USE SOLID SLEEVE GLANDS AND MJ PLUG,
2, PLUG SHALL BE RESTRAINED PER mANurAcniRERs RECOMMENDATIONS
AND F.P.U.A. REQUIREMENTS
R Mut
NO
1. IN CERTAIN SOIL COND117ONS A FOUNDA77ON MAY BE
REQUIRED.
I BEDDING IS REQUIRED PRIMARILY TO BRING ME TRENCH
BOTTOM Up To GRADE. BEDDING MATERIALS SHALL PROVIDE A
UNIFORM AND ADEQUATE LONG17VDINAL SUPPORT UNDER THE
PIPE.
HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE
SPRINGUNE OF THE PIPE MATERIAL SHALL BE CONSOLIDATED
UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE
SIDE SUPPORT. BE HAND PLACED TO 12'
4. INITIAL 9ACKFILt MATERIAL SHALL
ABOVE THE TOP OF PIPE- THE SOIL SHALL BE COMPACTED.
BACKFILL SHALL RE COMPACTED TO IOOX OF MAX. DEN57TY
5.
AS PER AAsHro T-99, TO A POINT 30' BELOW PROPOSED
PROFILE GRADE OR EXJS17NG GRADE. ME FINAL 30" OF
BACKFILL SHALL BE COMPACTED To gag OF MAX DENSITY A$
PER AASHTO T-180.
6. DENSITY Mr SHALL BE PREFORMED AT AREAS DETERMINED BY
THE UTILITIES ENGINEER OR PERMIT AGENCY HAWING JURISDICTION.
AT THE CONTRACTORS EXPENSE
WATER MAIN
DOUBLE STRAP
SERVICE SADDLE
ia POLYETHYLENE
CORPORAT10N STOP
SERVICE LINE
2'x 4"TEMPOPAR)Y MARKER
� -,klj
(PAINTED BLUIE)
L
FORD CURB STOP
GRADE
I" POLYETHYLENE
SERVICE LINE
CORPORATION STOP
FORD F1102 OR
APPROVED EQUAL
STAINLESS STEEL DOUBL5,
STRAP SERVICE SADDI F
WITH I.P.T.
WATER MAIN
BACTERIOLOGICAL SAMPLING POINT DETAIL
(N.T.$.)
NOTE:
AFTER TESTING REMOVE 10 P.E. LINEAND CAPWFTH BRASS
PLUG AT CORPORATION STOP.
mr"lvwu
TEE 11 1/4, 22 112'
CROSS USED AS TEE 451, OR 90* BEND
L Sim
L
REDUCER
TEE USED AS CROSS USED AS
90' BEND go, BEND
itL
L
VALVE
OFFSET
WYE
HYDRANT RUNOUT
DEAD END VFRTC,4L END
U17r;4ANtrAt dDINT ANCHORING REQUIR-ElfM
N.T.S.
TEE FOR 7ES77NG
WATER METER
METER FLAN 60 NIPPLE SALL VALVE
2' LOCKING 6" NIPPLE
WA MEIER
NIPPLE SALL VALVE
'�' ALOCKING
Er NGE NIPPLE
CURB STO
90, ELBOW
90* ELB g
BY-PASS BY-PASS
29'
DACKFLOW FT
PREVEN7ER FINISHED GRADE
X/
PROFILE
2' COPPER .1,
SERWCE PIPE
NOTE:
1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE
COUNTY ORDINANCE NO PLANTS OR TREES WTHIN 180 AROUND
MEIER & BIACKFLOW. NO SOLDER JOINTS.
Z ASSEMBLY TO BE 29' FROM FINISH GRADE TO CEN7ERUNE OF
THE FLANGED 90* BEND.
WA TER TERIBACKROW PREVOTER ASSEMBL
DOMESTIC SERVICE (METER SIZE 1 112" 20
(N. I. S.)
NO
1. THE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING THE
REQUIRED LENGTH TO BE RESTRAINED BASED UPON THE PROJECT
AREA SOIL TYP& PROPOSED TRENCH CONDITIONS AND DEPTH,
PRESSURE OF 150 PSI, AND A SAFETY FACTOR OF TWO (2). A
GRAVING OF EVERY TYPICAL F7TI7NG ASSEMBLY WITHIN THE
PROJECT SHALL BE SUBMITTED WRICH REFLECTS THE RESTRAINT
DETAIL PROPOSED FOR USE, INCLUDING LENGTH OF PIPE RESMAINT
Z REQUIRED RESTRAINED LENGTH CALCULATIONS SHALL ALSO CON-
SIDER THE COND17IONS or 07HER BB40S OR FIT77NGS THAT VALL.
BE LOCATED VITHIN THE CALCULATED RESTRAINED UNGTH (I.) OF
?HE 004D OR FITIWG IN QUESTION
3. EVERY JOINT OR F7MN& MUST BE RESTRAINED ON BOTH SIDES OF
THE BEND AND FOR TEES ALONG THE BEND ALSO.
DETAILS SHOWN ON
DRAWING ABOVE HAS
BEEN PROVIDED BY
FORT PIERCE UTILITIES
AUTHORITY 01/10/05
It) PUT CON77NUOUS TRACE
WIRE UNDER BOLT. FIRST
LOOSEN BOLT THEN STRIP
3' MIN., WRAP ONCE AROUND
SOL.7, I TWfSr 2 WRAPS�
77GHMN BOLT AFTER
WRAPPING TRACE WRE
AROUND THE BOLT.
FMISH GRADE J12T-147510
PUT WRE JNOER BOLT
(SEE DETAIL ABOVE)
CONTINUOUS 112 THHN
MUL77 STRAND
TRACE WIRE
HALF HITCH
BEHIND EACH
BELL
r/p
bq2 7HHN MULTI STRAND
CONDUCTOR COPPER
TRACE WIRE
HALF HITCH ON-//
EACH SIDE
It- FWISH GRADE
"-,!I MEIER BOX
BRANCH SPLICE AT ALL TEES
FIRE HYDRANTS ee SERWCE TAPS
HALF HITCH AT ALL SERVICE TAPS
& EACH END OF ALL FIT77NGS -
?Nilir --- �0
NO
1. TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY U71LI77ES ENGINEER,
AND SHOW IN STANDARD DETAILS-
Z INrAUDE ALL COST OF MATERIAL & L48OR IN PRICE OF PIPE
3. CONTRACTOR IS RESPONWLE FOR CON77NUITY OF ALL TRACE WRE.
TRACE
(N. I. S)
MAW
a. MIN. f DUCTILE IRON PIPE
AS NECESSARY
SEVER
bt9m
WATER MAIN CROSSING EMS77NG FORCE MAJW SHALL BE LAID TO PROVIDE A MINIMUM
VER17CAL DISTANCE OF 18 INCHES BETMEEA THE INVERT OF THE UPPER PIPE
ND THE CROWN OF THE LOWER PIPE musr BE USED TO PROVIDE A MINIMUM
A
SVARA77ON OF 10 FEET BETWEEN ANY TWO JOWM ALL CROSSINGS SHALL BE
ARRANGED SO THAT THE SEWER PIPE JOINIZ AND THE WATER MAIN PIPE JOINTS ARE
EQUAL DISTANCE FROM THE POINT OF GROSSING (PIPES CE747ERED ON THE CROSSWO�
IN ALL CASES A MIN. IS" VER77CAL SEPEPARON SHALL BEREQUIRED.
[WIMMMT, ��k
HEO
DE
MAXIMUM TR&ICH WIDTH
2 x PIPE DEPTH + W
PLACE AND COMPACT
PER SPECIFICARON
W
PIPE ' D. + 24 IN.
ti
fAX. WDRI
X
MAX
MAX
INVERT
112 PIPE "O.D.
HAND R ACED IOMER QUADRANT TO BE
SELECT MATERIAL �HAV� iU RECEIVE PIPE
SELL AND BARREL
NO
I.- THE CONTRACTOR SHALL COMPLY Wf7H REQUIREMENTS
OF THE FLORIDA TRENCH SAFETY ACT.
2. INITIAL BACKFILL SHALL BE HAND PLACED TO 12* ABOVE
THE PIPE BACKPILL. SHALL BE MECHANICALLY TAMPED
TO A MINIMUM OF 1009 OF MAX DENSITY AS DEIrRMINED
BYAASHTO METHOD T-99.
TYPICAL TRENCH. DETAIL
N. I.&
LE77ERING 'WATER* OR "SEMR- ON
CONC. PAD 24* SO, 4-
THICK IN UNPAVED AR45AS
W/2- #3 RE -BAR
RE -BAR
ADJUSTABLE
VALVE BOX & RISER —
(IF NECESSARY) I
GATE VALVE,
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INSTALL R.P.M. ON VALVE BOX
LID & 0 E.C.P.
FINISHED GRADE
VALVE OPERATOR SHALL
—BE
NO LONGS? THAN
24" EXTENSION
r-THHN MAGNE77C KIRE
�MECHANICAL JOINT
RESTRAINTS (TYR)
NOTE.
BLUE REREC77VE PAVEMENT MARKET? (RPM) FOR WATER VALVES
AND GREEN RPM FOR WASTEWATER VALVES TO BE INSTALLED ON
VALVE BOX COVER AND AT PAVEMENT EDGE,
�7 �_/ 9A) 1 9
SITE PLAN APPIRN-1c.-FIVED
DATE
BOARD OF COUIMPMMISS'ON
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA REGISTERED
ENGINEER,
2005
�t�D, DE_N_UW_,Z_Z_I_0V_P_._E --------- ------
GI ZI ti.
FLORIDA REGISTR 6N NO, 5
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NUMBER
7A
OF
7
FORT PIERCE UTILILIES AUTHORIT'l
WATER -DISTRIBUTION NOTES
1. ALL CONSTRUC77ON MATERIAL, INSTALLA77ON AND TES77NG SHALL CONFORM TO THE STANDARD
SPECIFICA77ONS OF THE FORT PIERCE U71LI77ES AUTHORITY.
2 WATER MAIN WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR C-905,
PRESSURE CLASS 150, DR (18). WATER MAIN WHERE SPECIFIED AS POLYErHYLENE (PE) SHALL CONFORM TO
AWWA C-901 OR C-906, STANDARD CODE DESIGNA77ON PE3408, PIPE CLASS 200, DIMENSION RA770 (DR) 9.
3. WATER MAIN, WHERE SPECIFIED AS DUC77LE IRON PIPE , SHALL CONFORM T9 ANSI A-21.51 OR AWWA
C-151, AND SHALL BE PRESSURE CLASS 250 (MINIMUM).
4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR.
THE USE OF IDENTIPICA77ON TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING
ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICA77ON TAPE
AND THHN WRE.
5. FITTINGS SHALL BE CAST OR OUC77LE IRON, CONFORMING TO AWWA C-110 4ND 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 WITh FPUA DESIGN AND
CONSTRUC77ON STANDARDS. THE CONTRACTOR SHALL SU13MIT CER77FIED DENSITY TESTS AS REQUIRED BY
FPUA ENGINEERING AND THE City, COUNTY FDOT IN CASES WHERE PAVED AREAS
FALL WITHIN THE JURISDIC77ON 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 DEVIA77ONS FROM THE DESIGN SHALL BE MADE K17HOUT PRIOR APPROVAL OF THE
FPUA ENGINEER AND CITY/COUNTY/FDOT ENGINEER.
9. THE CONTRACTOR SHALL N077FY FPUA ENGINEERING AND CITYICOUNTYIFDOT ENGINEERING 48 HOURS PRIOR TO
COMMENCING CONSTRUCTION.
FPUA, AND CITY/
10. A PRE-CONSTRUC77ON CONFERENCE BETWEEN THE ENGINEER, THE CONTRA=R,
COUNTY/FOOT ENGINEER SHALL BE MANDATORY PRIOR To COMMENCEMENT OF CONSTRUCTION.
ii. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE MTH THE FLORIDA DEPARTMENT OF
OF TRANSPORTAT70N STANDARDS AND APPROVED BY THE CITY ENGINEER-
12. MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED By THE UTIUTIES ENGINEER AND CITY/
COUNTY/FDOT ENGINEER. PIPES MTH COVER LESS THAN 30 INCHES SHALL SE CONSTRUCTED OF DUCTILE IRON
OR IN PVC CASING.
13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE NTH THE APPLICABLE GOVERNING AGENCY
REQUIREMENTS.
14. EXISTING U77LI77ES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR To CONSTRUCTION AND PROTECTED By
THE CONTRACTOR.
15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE MTH THE APPLICABLE FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION,
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXIS77NG UTILiTIES AND DRAINAGE.
IZ THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING
LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER
PER77NENT INFORMAT70N NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED
BY THE UTIL177ES ENGINEER.
18. THE CONTRACTOR SHALL TAP EXIS77NG LINES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES
AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE
TAPPING VALVE AND SLEEVE.
19. WATER MAIN SHALL BE MARKED BY THE USE OF CON77NUOUS 12 GAUGE 774HN MUL77 STRANDED WRE (BLUE
IN COLOR) AND IDEN77FCA77ON TAPE WITH -WATER" MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP
OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIENCE UTILITES AUTHORITY SPECIFICATIONS.
20. SEROCE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN, FOR
TESTING. FOLLONNG 7ES77NG AND STERILIZA77ON OF WATER LINE. cONTRAGTOR SHALL PLACE A BRASS PLUG
IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS.
21. MECHANICAL RESTRAWTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE KITH
MANUFACTURER'S RECOMMENDA77ONS AND FPUA REQUIREMENTS,
22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TES71NG METHODS SHALL CONFORM TO
AWWA C-600, - 2 HR MWIMUM TEST
MZ 112
L=1.33,200
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 4 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 45Z AND EXTENDED SO THAT SwABSING AND A FULL BORE
FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS
MLL 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. MqERE THIS MINIMUM
SEPARA77ON 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 DUC77LE IRON PIPE (DIP) AT
774E CROSSING. SUFFICIEN T LENCH IS OF DIP MUST BE USED To PROVIDE A MINIMUM SEPARATION
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 VER77CAL 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
VER77CAL 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.
FORT PIERCE UTILITIES AUTHORITY WASTEWATER CONSTRUCTION NOTES
1. ALL CONSTRUC71ON MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD
SPECIFICA71ONS OF THE FORT PIERCE U77LITIES AUTHORITY,
2. GRAWTY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SDR-35, GREEN OR WHITE IN COLOR,
GRAWTY SEWER MAIN SHALL HAVE THHN WRE & LOCATOR TAPE WTH "SEWER" MARKED ON TAPE
AND SHALL CONFORM TO ASTM D-3034.
3- THE MANHOLE BASE SHALL BE SET DIV A FIRM, DRY AND STABLE OR
COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE
A FIRM AND SUITABLE MANHOLE BASE FOUNDATION.
4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WTH FPUA DESIGN
AND CONSTRUG77ON STANDARDS. THE CONTRACTOR SHALL SUBMIT CER77FIED DENSITY TESTS AS
REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT IN CASES WHERE PAVED
AREAS FALL WITHIN 7HE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE-
MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE
AGENCY.
5. A 1% MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS.
6. THE CONTRACTOR SHALL FURNISH RECORD DRAWNG INFORMATION TO THE ENGINEER CONSISITING
OF PIPE SIZES, LOCA77ON OF SERVICE TEE WYES DIAMETER OF SEROCES, LOCATION OF
ANY FITTINGS, FINAL RIM AND INVERT ELEVA77ON OF ALL MANHOLES AND ANY OTHER PER77NENT
INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT
Z MAINTAIN 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM.
8. WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS
UNDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERT7CAL DISTANCE OF 18 INCHES BETWEEN
THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER
POSSIBLE. WHERE THIS MINIMUM SEPARATION 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 PROWDE A MINIMUM
SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN KITHIN 20 FEET
OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VER77CAL CLEARANCE OF 6 INCHES
MUST BE MAINTAINED AT ALL CROSSINGS.
9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUAICITY
COUNTY/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
10. NO FIELD CHANGES OR DEVIAT70NS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL
FPUA1ClTY/COUNTY/FDOT ENGINEER,
11. TRAFFIC CONTROL, BARRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT
OF TRANSPORTATION STANDARDS.
12. CONTRACTOR SHALL N077FY FORT PIERCE U77LITIES 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 -I&
14, WASTEWATER 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. FITTINGS SHALL BE CAST OR DUC77LE 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 CON77NUOUS 12 GAUGE THHN
WRE (GREEN IN COLO�) PERMANENTLY ATTACHED TO 774E TOP OF THE FORCE MAIN WITH LOCATOR
TAPE MARKED "SEWER' ON TAPE IN ACCORDANCE WITH FPUA SPECIFICATIONS.
1Z MINIMUM COVER SHALL BE 36 INCHES, PIPES NTH COVER LESS THAN 30 INCHES SHALL
REQUIRE PRIOR APPROVAL OF THE UTIL17ES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE
IRON PIPE.
18. EACH SERVICE LATERAL WILL 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 I`PUA ENGINEER.
20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS.
DETAILS SHOWN ON
DRAWING ABOVE HAS
BEEN PROVIDED BY
FORT PIERCE UTILITIES
AUTHORITY 01/10/05
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C4
STANDAR0 �jEPARATIQN STATEMENT FOR C6 w
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WATER / SEWER CONFLICTS Itz
1. SANITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD
1
CROSS UNDER WATER MAINS WHENEVER POSSIBLE SANITARY
0
SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER
co
MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE
Ln
L
OF 18 WCHES'BETWEEN THE INVERT OF THE UPPER PIPE AND
0
THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE.
ON
WHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST
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CROSS A WATER MAIN LESS THAN 18 INCHES VER77CAL DISTANCE,
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(on
BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF
V)
om
DUC77LE ]RON PIPE (DIP) AT THE CROSSING. (DIP IS NOT
REQUIRED FOR STORM SEWERS.) SUFFICIENT
LA
cs
oll
LENGTHS OF DIP
L
MUST BE USED TO PROVIDE A MINIMUM SEPARA77ON OF 10 FEET
aj
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BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN
<
20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED.
U
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A MINIMUM VER71CAL CLEARENCE OF 6 INCHES MUST BE MAINT-
AINED AT ALL CROSSINGS,
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ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE
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w
10
L-
-
JOINTS AND WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM
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THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING).
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WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE MTH LESS
THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE
0
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CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) 'AND NEW PIPES
bj
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SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS
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ABOVE.
in
2. A MINIMUM 10-FOOT HORIZONTAL SEPARA77ON SHALL BE MAINT-
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AINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN
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PARALLEL INSTALLA71ONS WHENEVER POSSIBLE.
IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT
0
HORIZONTAL SEPARATION, THE WATER MAW MUST BE LAID IN A
L)
SEPARATE TRENCH OR ON A UNDISTURBED EAR774 SHELF LOCATED
ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN
swm
ELEVATION THAT THE 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 INSTALLATIONS, THE WATER MAIN
SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE
MAIN SHALL BE CONSTRUCTED Or DIP (EXCEPT STORM SEWER)
MTH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER
MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE
WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM
JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). U
3. ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTEC77VE
MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED
BY THE DESIGN ENGINEER,
LJ
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NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA REGISTERED SHEET
ENGINEER. NUMBER
7B
21785 OF
RALPH DEINUZZIO P,
I nIZ113 il
FLORIDA REWSTRATION
.7
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STALLATION AND SERVICING
WG30 & WG30H INSTRUCTIONS FOR MYERS
j WG30 AND
WG76H,W050v WG50H
WG30H GRINDER PUMPS
WG50 & WG50H 3, 6 AND 71/2 HORSEPOWER
3450 RPM
'WG75H'
Geinder Pumps
HIGH CAPACIT Y
GRINDER PUMP
WO
13800AB78
lie
HIGH WAD
GRINDER PUMP
WGH
SM/NO
CHECK LIST IF PUMP DOES NOT Readings should be taken with line leads
OPERATE PROPERLY disconnected If rom terminal strip.
CHECKING FOR MOISTURE IN MOTOR- Use RESISTANCE OF WINDINGS- Every motor
ohmmeter and set on highest scale. Readings windin has a fixed resistance and winding
on the large power cord between any of the must c9ock close to the values given b0ow to
conductors red, black, whfte.to green con-
ductor or motor shell should be more than operate properly. This winding reslstani�e
500,000 ohms. Motor probably will run with a also shows if motor is connected for voltage
lower reading, but If pump is out of service and being used.
reading Is be ow 500,000 ohms the motor Use ohmmeter for this test and saton st�alle to
hoitsing and stiltor should be removed and read directly In ohms.
baked in a drying oven at 22(rF. To be serviced
only at authorized service station.
TROUBLE CHECK LIST -Troubles listed are These will be listed with the control box
generally caused by the pump. Other trouble instructions.
I
can occurfrdm fau ty control box operation.
CONDITION PROBABLECAUSE
-his
I Pump Impeller may be air locked, i
Pump runs but does not pump liquid from occasionally occurs on a new installation.
basin. Start and stop pump several times to purge
ai r.
2. Run additional water Into basin so that
pump will be submerged cleeperto clear
air.
3. If pump is three phase, rotation mility be
wrong. See instructions for checking
properrotation.
4. If air does not clear it may be necamary to
lift pump out of sealing elbow and start
motor to allow pump to pump for Li few
seconds.
Airvent hole is provided In pump case, so
come water Will flow from this hole when
.pumpiso orating. If vent hole get3
clogged eftean out.
Tip has been installed for some time
n
S. If Puld
and oesnotpump, Itimaybe clogged at
grinderinlet.
6. Discharge gate valve may be close d.
7. Discharge check valve maybeclogged or
have a broken clapper.
8. Discharge head may be too high. Check
elevation. Maximum pu mp head all zero
flow Is shown on pump curve shecit.
9, If above checks do not locate trouble,
motor rotor may be loose on shaft Which
allows motor to run but will not tut In
Impeller or only at low RPM.
�1380MS7$
5200/291
PUMP. MODELS -The 3, 6, and 71/2HP
CAUTION -PUMP IS NOT TO BE
%rinder pumps are made in two models. The
G50 and WG30-5 and 3 HP units are for
DISASSEMBLED IN THE FIELD EXCEPT AT
CERTIFIED SERVICE STATIONS OR AT.
high capacities at medium head conditions.
MYERS FACTORY WARRANTY IS VOID IF
(Soo culve sheets Page 304.) The WG75H
PUMP IS TAKEN APART FOR ANY REASON
WG50H, and WG30H-71/2, 5, and 3 HP unit's
EXCEPTTO REPLACE GRINDER IMPELLER
are for lower capacities at higher heads. (See
AND GRINDER RING WHICH IS COVERED IN
curve sheet Page 304.) Both series are made
THESE INSTRUCTIONS.
for single phase 230 volts and three phase for
200, 230, 460 and 575 volts. (See Fig. I and
DESCRIPTION OF PUMP- Fig. 1 and Fig, 2
Fig. 2 for pump construction.)
are cut -away drawings of pump showing both
high capacity and high head types. All motor
PACKAGING -Each pump with 25 ft. of
C omponents except shaft are the same on
gower and control cable Is packed In card-
oard carton with wooden support base.
both series.
Catalog number and engineering number
These pumps are designed for the rugged
are labeled On the carton.
service of grinding and pumping commercial
and industrial sewage.They are not Intended
INSTRUCTIONS -These instructions cover
f or pumping heavy slurries or liquids
only the pump unit Other instructions for lift
containing abrasives or corrosive elements.
out rail system and electrical controls are
included with those items. Complete dis-
Three phase motors are generally used for
assembly Instructions are furnished only to
commercial and Industrial service but single
authorized service stations.
phase motors are available where 3 phase
Potted4n LeAd
all Bearingslop
"Ind Bottom Oil
Lubritated
MotorHoullno
Cast Ron
All Iron Parta
Coaiqd Irwde and Out
with Ball4il-orl
Epoxy PaInt
East Chwnber
Oil Filled N_
PomrCord
STO or SO Inulatft"
Control Card
#11915
#1014
AubbW-Card 9111W
Potted In Leild Wifell
rl
All Fardirom
C ri
l;
stainless Steel
Comportmant
Owl Dealings
statorWIndinjit
Oil Luoricalled
aut"rged In (81
Motor HouslAo
Stainless Steel
Catiron
Pawand
Sh Alt
Afi'lron Parts
Coated Inside and Out
Macnanical Sham
vdih Bake"a
S"scarbon
Epoxy Paint
/and Ceramic Face"
Seat chaft"r
rleoltrad* to Same
Oil Filled
/Seal Failure
614
Px""'termn
from Side Load of
GrinderImpeller
cpsampro'r
pump Impeller
Bronze
NOW QQrj oil
and Grip
Connection
Compart"nt
ststor wTnding
Subtrarged In Oil
atel"Issus Steel
=and
Sbaft
oeolliviloal Shaft
Elsimrodato3an"
S" Failure
Pump Cava
Cast lion
Handonell Stainless Shredd Ring
stool
Hardoriv
o4ndor
do
shalt Lbolting Scrs7w On" an rt"tt'.9'
Hard so. its Is" steel
FIG. I FIG. 2
TROUBLE CHECKLIST (Con't)
I
CONDITION PROBABLECAUSE.
Red light comes on at control box. This Indicate's . some watei has leaked past the
lower seal and has entered the seal chamber
and made contact With the electrode probe.
Pump must be removed from basin within
aP roximately two (2) weeks for replacement
of tower seal. This preventative repair will save
an expensive motor.
Overload trips at control box and alarm buzzer I . Push In on -red reset button to reset
or flashing red light c6mes on due to.high overload. If overload trips again aftershort
water level In basin. run, pump has some damage and -must be
removed from basin I or checking.
2. Trouble may be from clogged grinder
causinq motor to overload or could be
from failed motor.
3. Trouble maybe from faulty component In
control box. Always check control box
before removing pump.
Yellow run light slays on Continuously.
136MAPO
1. indicates H-O-A switch may be In the hand
position.
2. Level control switch may havisfalled
causing
pump to continue to operate when
water is below lower weight, or lower
weight may have dropped off.
3. Grinder assembly may be partially clogged
'causing pump to operate at very reduced
capacity.
4. Gate valve or check valve maybe clogged
causing low pump flow.
6. Pump maybe air logged.
cannot be obtained especially in rural areas.
Transformers must be large enough to
maintain If ulf voltage for single phase. Low
voltage on large single phase motors can.
cause considerable trouble and miQlors are
not guaranteed to operate on low voltage.
All single phase motors must have special
electrical control box furnished by Myers.
INSTALLING SINGLE P;:ASE MOTORS
WITH CONTROLS OTHER THAN MYERS
VOIDS WARRANTY,
Pump motor chamber and seal chamber are
oil filled for long life and best heat transfer.
The seat chamber Is provided with an
electrode to give signal to control panel if
water enters the seal chamber due to worn or
faulty lower seal.
Motor is provided with a heat sensor that
automatically stops motor if overheating
occurs for any reason. This sensor resets as
soon as motor temperature dropsto safe
Puft
Gish
Ali
co
oil
EP,
range. Heat sensor trips at 2VF. Additional
overload heaters are used in the control box to
trip under overload conditions.
MOTOR CORDS- Each pump motor has two
cords, one large power cord and one small
control cord.
Both cords are the same for single and three
phase. The power cord is a 4 conductor type
with ST or SO 600 volt Insulation. The wires are
color coded blue, black, red and green. For 3
phase the blue, black and red lines are power
lines and the green is ground. For single phase
the black and blue lines are power and the red
is for start winding andthogreen Isground.All
cords are CSA and UL approved.
Any three phase motorcan be reversed by
Interchanging any two line leads. Single phase
motor Is single rotation only. Correct motor
rotation Is counterclockwise when looking at
the grinderend of pump.
I.Ifting chain
'CIO P1111tFitting
UN-
GrinderPomp
Unit
plsmcn42Wndin2
Fla. 3
1380OA876
TROUBLE CHECK LIST (Con't)
CONDITION PROBABLECAUSE
Circuit breaker trips I . Reset breaker tigushing clear down on
handlethenbac toon position. If breaker
trips agall In in few seconds It indicates
excessive load probably caused by a short
in the motor or control box. Chbck out
Instructions given with control box before
pulling pump.
2. If this condition happens after an electrical
storm, motor or control box may be
damaged by lightning.
3. Resistance reading of the motor with lead
wires disconnected from the control box
can determine if trouble Is In motoror
control box.
Pump is noisy and pump rate is low. 1. Grinder assembly me be partially clogged
with some foreign ob ects causing noise
r,
and overload on the motor.
2. Grinder impeller maybe rubbing on
grinder ring due to bentshaft or
misalignment.
Grease and solids have accumulated around 1 . Lower weight of level switch may be set too
pump and will not pump out of basin. high. Set bottom of lower weight even with
I
bottom of inletilange to grinder,
2. Run pump on hand operation for several
minutes with small amount of water
running I nto basin to clean out solids and
grease. This allows pump to break su�ctlon
and surge which will break up the solids.
ff levelswitch lower weight Is set properly
this condition generally will not occu In
3. "Ilrash may have accumulated around lower
weight causing pump to turn off too soon.
Clean trash from weight and suspension
cable.
13810(IA876
The control cord is a 5 conductor type with ST
STARTING PUMP AFTER INSTALLING IN
or SO 600 volt Insulation. The black and white
SUMP BASIN - If pump is 3 phase pump
leads connect to heat sensor and the red
rotation must be checked. Before lowering
conductors connect to seat failure, green is
pump Into basin connect power lines and
ground.
start motor using H-O-A switch In the hand
All green ground wires conn ect to screw
position. Grinder Impeller should.tum coun-
terclQckwise when looking at grinder Impeller.
terminal in motor connection housing and to
grounding bar in electrical control box.
It rotation is wrong interchange any. two-line
leads at control box
IMPORTANT - These ground wires must be
connected In control box to grounding bar thett
CAUTION - keep hands completely away
from grinder Impeller when making this check.
is connected to a good outside ground. MO-
TOR IS NOT SAFE UNLESS GROUNDED.
Disconnect line leads from panel and mark
INSTALLING PUMP IN SUMP - These pumps
Wires so they can -be reconnected in same
manner as used for test.
re usually installed in concrete or fiberglass
basins with the lift -out raJI system, Fig. 3
THREE PHASE CONTROL BOX - Any
shows pump mounted on the rail system.
suitable three phase control equipment can
Instructions for Installing rail system Is fur-
be used for slimplex or *duplex operation.
nished with rail package,
These control boxes are also available from
It pump is not Installed with lift -out rall system
Myers, If other than Myers box Is used over -
load heaters must be selected in accordance
it must be properly supported to discharge
p1pe so that space is provided under pump for
with full lodd amp ratings given In this Instruc-
entrance of sewage. Pump Inlet should not be
lion booklet.
closer than 5 inches from bottom of sump.
SINGLE PHASE CONTROL'BOX - Single
It is not generally desirable to Install these
phase pumps must use the Myers control box,
pumps without the rail system except on
Warranty is void if other than Myers single
special O,E.M. packaged systems.
phase control box is used.
MAXIMUM AMP A WINnIN111 R1111:414TAmr-1: VAI I itimt
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MACK
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WG30-03
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20.5
WG30-23
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3450
21�0
3
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17.0
WG30-43
3
3450
460
3
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2.9
2.9
8.9
WG30-63
3
3450
676
3
6.5
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7
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3450
236
1
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24.8
WG50-43
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3
2.9
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2.9
12.4
WGSO-53
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576
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5
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31
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13800AB76
WET WELL INFORMATION TABLE
WET
WELL DESIGN
ELEVATION
Top
of fop slab
21.70'
ngvd
Effluent Invert
18.00'
ngvd
Influent Invert
12.00'
ngvd
High
Water Alarm
11.10'
ngvd
Lag
Pump on
10. 10'
ngvd
Lead
Pump on
9.10'
ngvd
Top
of Bottom Slab
7.70'
ngvd
PUMP INFORMATION TABLE
Pump Type WG50H-5HP
Pump Impeller 5 1 /2 ir
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REPLACING GRINDER IMPELLER
AND GRINDER SHREDDING RING
if impeller cannot be loosened it will be
necessary to take unit to service station for
service. DON'T CONTINUE TO POUND ON
This Is the only disassembly operation allowed
In the field. All other repair must be done at
IMPELLER AS IMPELLER AND SHAFT
CAN BE DAMAGED.
fadiory or at authorizod service station.
S. it -impeller comes off easily cleanup and
STANDARD TOOLS REQUIRED:
replace it worn.
1. Allen head socket set,
6. Be sure
when grinder
pump impeller has not loosened
Impeller is removed. This can
2. Standard socket wrench set.
3. Set of open end wrenches.
be checked on reassembly of grinder
I
Impeller and shredding ring. I ips of
4. Plastic hammer.
5, ViseGrippliers
'Large
impeller cuttervanes should extend about
A" beiow bottom of shredding ring. if more
6. screwdriver%" wide blade. Heavy
handle.
than Va" extends below ring It means pump
7. Wire brush.
Impeller has loosened- See sectional
drawing Fig. 1 or Fig. 2.
8. Three cornered file. 1
9. Several smaller screwdrivers.
Remove grinder impeller and ring as
described above and remove bolts from
IMPORTANT -Pump should be thoroughly
pump case and remove case. Use back off
cleaned of trash and deposits before starting
screws in r6otor mounting plate to pry
disassembly operations.
loose from pump case..
CAUTION — DISCONNECT ALL POWER AND
7. After case Is removed wrap emery paper
around shaft and hold with vise grip pliers -
CONTROL wiRiasiro MOTOR AT CONTROL
PANEL BEFORE STARTING DISASSEMBLY
Use cloth an impeller and screw up against
shoulder. Now pump can be re -assembled.
OPERATIONS. NEVER RELY ON 012ENING
CIRCUIT BREAKER ONLY.
8. Clean all threads with wl re brush and file
smooth any threads that may be nicked.
DISASSEMBLY OF SHREDDING RING
AND IMPELLER
9. Use Never-Seeze orother griphite
compound on threads before replacing
1. Remove screws from holding flng and
grinder Impeller.'
remove (Ing.
10. Be sure cap screw In bottom of shaft is
2. Use two screwdrivers, one each on
tight. Hold impeller vvith screwdriver .
between cutter bar and tooth of shredding
opposIte sl de of ring and pry on sn;p Ing
In
Ong while tightening cap screw.
I
that holds shredding ring place. emove
shredding ring.
11. Be sure Impellertums free by hand after
3. Hold Ineller by prying against Impeller
reassembly. Some drag will occur due to
seals but there should be no binding or
cutting ar and remove cap screw from
tight spots when turning the gander
end of shaft
impeller,
4. Use large screwdriver In slot In end of shaft
12. ALWAYS use a rag on the impellers when
and bump on cuttervane with plastic
turning to prevent cutting hands on the
hammer. Bump In counterclockwise
direction as thread is right hand. It may
sharp comers of shredding ring.
take several bumps to loosen Impeller.
1380OA876
CONNEtnoN BOY, DUPLEX GRINDER SYSTEMS FILICIN 4 SALL CONTROL
FKL 9
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BOX CONNECTIONs DUPLEX GRINDER SYSTEM ALC SWITCH AND
FLC ALARM CONTROLS
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FILOW PER MINUTE 2 V2 SM PIPE FLANGE 2112M.PIPEFLANGE "GAGE DEPENDS ON HOM85POWER OF PUMP.
1380GA676
13800AG76 13SWAS76
5200/=
CONNECTION BOX, SIMPLEX GRINDER SYSTEM, FLOW 3 BALI.,CONTROL
'C ONNECTION BOXx $11MP LEX GRINDER SYSTEM, ALC SWITCH AND FLC
ALARM CONTROLS
Fla. 11
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FLCW CRIN09A
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SITE PLAN APPROVERO
DATE
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NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA
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MAR 2 12005
- - - - - - - - -
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(UNPLATTED)
LEGAL DESCRZIPTION:
LOTS 1 THROUGH 118, BLOCK 37, OF SAN LUCIE PLAZA UNIT ONE
ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 5,
PAGE 57, OF THE IPUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
TOGETHER WITH:
LOT 1 . BLOCK 15A, OF SAN LUCIE PLAZA UNIT ONE
ACCORDING TO THEE PLAT THEREOF RECORDED IN PLAT BOOK 5,
PAGE 57, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
FLOOD ZONE:: X 120285 0176 F
CERTIFIED TO):
DENUZZIO INVESTMENT GROUP, U-C, A FLORIDA U-C
KISLAK NATIONAL E3ANK, ITS SUCCESSORS AND/OR ASSIGNS
CHICAGO TITLE INSURANCE CO.
FIRST FIDELITY TITLE, INC.
it I cop,( .10
E
GENERAL NOTES:
1 : THE UNDERSIGNED SURVEYOR HAS REVIEWED TIT[ F COMMITMENTS PREPARED
BY FIRST FIDELITY TITLE, INC. DATED 3-08 and 7-18,2004. IT IS POSSIBLE THAT
THERE ARE DOCUMENTS OF RECORD UNRECORDED DEEDS, EASEMENTS OR
LEGEND OTHER INSTRUMENTS THAT COULD AFFECT THE BOUNDARIES TO THE SUBJECT
R = RADIUS PROPERTY.
A = CENTRAL ANGLE 2: THIS BOUNDARY SURVEY IS, BASED UPON THE LEGAL DESCRIPTIONS FURNISHED
L = ARC LENGTH BY THE CLIENT.
R/W = RIGHT OF WAY 3: MEASUREMENTS SHOWN HEREON ARE EXPRESSED IN FEET AND DECIMAL PARTS
Ill = SET CONCRETE MONUMENT
0 = SET IRON ROD THEREOF.
@ = SET NAIL AND CAP 4: RALPH, D. DENUZZIO & ASSOCIATES, INC. RESERVES THE RIGHT TO UTILIZE
SIR# SET IRON ROD NO. 3444 ANY AND ALL INFORMATION OBTAINED INI THE PREPARATION OF THIS SURVEY
FCM FOUND CONCRETE MONUMENT
FIR FOUND IRON R13D INCLUDING THIS MAP OF LAND SURVEY, FOR ANY OTHER PURPOSES.
POD POINT OF BEGINNING 5: DIMENSIONS SHOWN ARE TAKEN AT THE EXPOSED AREAS OF IMPROVEMENTS
POC POINT 13F COMMENCEMENT
(P) = PLAT UNDERGROUND FOOTERS, FOUNDATIONS, UTILITIES OR OTHER SUBSURFACE
(S) = SURVEY STRUCTURES ARE NOT LOCATED FOR THE PURPOSE OF THIS SURVEY.
(D) = DEED 6: SOURCES OF INFORMATION USED IN PREPARATION OF THIS SURVEY ARE
(C) = CALCULATED
PLS = PROFESSIONAL LAND SURVEYOR AS FOLLOWS:
PRM = PERMANENT REFERENCE MONUMENT A PLAT OF SAN LUCIE PLAZA UNIT ONE PB. 5 PG.57
PB = PLAT BOOK B� DEPT. OF TRANSPORTATION RIGHT OF WAY MAP FOR S.R. 615
PG = PAGE 7- THIS SURVEY MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE
OR = OFFICIAL RECORDS
SCM = SET CONCRETE MONUMENT PERMISSION OF RALPH D. DENUZZIO & ASSOCIATES, INC.
CL = CENTERLINE 8: THIS DRAWING IS NOT VAUD UNLESS BEARING AN ORIGINAL SIGNATURE AND
EOP = EDGE OF PAVEMENT EMBOSSED LAND SURVEYORS SEAL.
(S-1) SURVEY BY OTHERS
OAK TREE 9: BEARINGS ARE BASED ON THE CENTER LINE OF ST. LUCIE BU). (S89650'36)E)
FROM DEPT. OF TRANSPORTATION MAP FOR S.R. 615 .
PINE TREE 10t THIS SURVEY COMPLIES WITH THE Mr.NIMUN TECHNICAL STANDARDS
ESTABLISHED BY CHAPTER 61-G17-6 OF THE FLORIDA ADMINISTRATIVE CODE.
PALM TREE 11, NO CONTOURS REFLECTED ON TOPO SURVEY- EXISTING GRADES OVER THE
ENTIRE SITE, VARY LESS THAN TWO FEET
SOO*131331"W
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LICENSED SURVEYOR AND MAPPER
DATE OF FIELD SURVEY 05/05/04
MAR 2 12001
DONALD P, PROUD, PSM
rLORIDA REG. NO. LS4037
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ABBREVIATIONS
LOCA,flON MAP AIC AIR CONDITIONING
AC ACRE
AL
ALUMINUM
ANC
ANCHOR
AP
ANCHOR POLE
AFRX
NOT TO SCALE ASP
APPROXIMATE
ASPHALT
BE
BUFFER EASEMENT
BFP
SACK FLOW PREVENTOR
BLDG
BUILDING
BLK
BLOCK
BY
BENCHMARK
BOC
BACK OF CURB
Bp
BRICK PAVERS
BOW
BACK OF WALK
ERG
BEARING
BW
BARBED WIRE
C&O
CURB AND GUTTER
C&T
CULPEPPER & TERPENING
CIO
CUT OUT
C
CALCULATED
CATV
CABLE TELEWSION BOX
CB
CATCH BASIN
CBS
CONCRETE BLOCK STRUCTURE
CHO
CHORD
Cl
CURB INLET
CL
CENTERLINE
CLF
CHAIN LINK FENCE
CM
CONCRETE MONUMENT
CMP
CORRUGATED METAL PIPE
Co
CLEAN OUT
CDR
CORNER
CONC
CONCRETE
CONST
CONSTRUCTION
Cov
COVERED
CE
COVERED ENTRY
COVP
COVERED PORCH
CPP
CONCRETE POWER POLE'
CPPIPE
CORRUGATED PLASTIC PIPE
CS
CONCRETE SLAB
A
DELTA ANGLE
D/F
DRAIN FIELD
D
DEED INFORMATION
Do
I'D" CURB
DE
DRAINAGE EASEMENT
DI
DROP INLET
DA
DIAMETER
DIP
DUC17LE IRON PIPE
DMH
DRAINAGE MANHOLE
DUE
DRAINAGE & UTILITY EASEMENT
EC
EDGE OF CONCRETE
ECP
ELECTRICAL CONTROL PANEL
EL
ELEVATION
ELEC
ELECTRIC
ELEV
ELEVA77ON
Em
ELECTRIC METER
ENC
ENCROACHMENT
EOW
EDGE OF WATER
EP
EDGE OF PAVEMENT
ES&
ELECTRIC SERVICE BOX
ESMT
EASEMENT
EXIST
EXISTING
EXT
EXTENDED
F
FENCE
FC
"F" CURB
LEGAL DESCRIPTION:
LOTS I THROUGH 18, BLOCK 37, OF SAN LUCIE
PLAZA UNIT ONE ACCORDING TO THE PLAT THEREOF
RECORDED IN PLAT BOOK 5, PAGE 57, OF THE
PUBLIC RECORDS OF ST. LUCIE COUIVT)� FLORIDA,
AND THE NORTH 112 OF VACATED HAWTHORN ROAD
RIGHT-OF-WAY ADJACENT ON THE SOUTH OF LOT
18,* LESS THE NORTH 30 FEET OF LOT 1, THE EAST
3 FEET OF LOTS I THROUGH 18, AND THE EAST 3
FEET OF THE VACATED RIGHT OF WAY OF
HAWTHORNE AVENUE FOR ROAD RIGHT-OF-WAY
TOGETHER WITH.
LOT 1 , BLOCK 15A, OF SAN LUCIE PLAZA UNIT
ONE ACCORDING TO THE PLAT THEREOF RECORDED
IN PLAT BOOK 5, PAGE 57, OF T14E PUBLIC
RECORDS OF ST. LUCIE COUNT�� FLORIDA, AND THE
SOUTH 112 OF VACATED RIGHT-OF-WAY OF
HAWTHORN ROAD ADJACENT ON THE NORTH OF LOT
1; LESS THE EAST 3 FEET OF LOT 1, AND THE
EAST J FEET OF THE VACATED RIGHT OF WAY OF
HAWTHORNE AVENUE FOR ROAD RIGHT-OF-WAY
SYMBOL LEGEND
ol
POWER POLE
OT'
TELEPHONE RISER
WATER METER
CONCRETE POWER POLE
x
EXISTING ELEVATION
El
CONCRETE MONUMENT
0.
SET ROD & CAP LB# 4942, UNLESS OTHERWISE NOTED
9
FOUND MARKER AS NOTED
A
DELTA ANGLE
C
GUY ANCHOR
PROPOSED ELEVATION
(m
(3)
SANITARY MANHOLE
(D
I DRAINAGE MANHOLE
(4:1 SLOPES ARE MAXIMUM)
FDC
FIRE DEPARTMENT CONNECTION
FECRR
FLORIDA EAST COAST RAILROAD
FFE
FINISHED FLOOR ELEVATION
FH
FIRE HYDRANT
FND
F*0UND
FOC
FACE' OF CURB
FOW
FACE OF WALK
FPL
FLORIDA POWER & LIGHT
GA
GREEN AREA
GMH
GAS MANHOLE
GND
GROUND
GRD
GRINDER
HC
HEADER CURB
HGW
HOG WIRE
HW
HEADWALL
HYD
HYDRANT
/CV
IRRICA77ON CONTROL VALVE'
ID
IDEN77FICA77ON
ILL
ILLEGIBLE'
INT'
INTERSECRON
INV
INVERT
/P
IRON PIPE
IP&P
IRON PIPE & PLUG
IR
IRON ROD
/W
IRRIGATION WELL
L
LENGTH
LB
LICENSED BUSINESS
LFTS
LIFT STATION
LOC
LOCATION
LP
LIGHT POLE
LS
LICENSED SURVEYOR
M
MEASURED
MAK
MAXIMUM
us
MAIL BOX
MEAS
ME4SURED
MES
141TERED END SECTION
MH
MAN HOLE
MHWL
MEAN HIGH WATER LEVEL
A41N
MINIMUM
MN
MAGNETIC NAIL
MIT
MITERED END
mw
MONITORING WELL
N&D
NAIL AND DISK
N
NAIL
NA
NON —APPLICABLE
NA VD
NORTH AMERICAN VER77CAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO
NUMBER
NIS
NOT TO SCALE
0
OVERALL
O11A
S
OFFSET
OE
OVERHEAD EASEMENT
OHE
OVERHEAD ELECTRIC
OHU
OVERHEAD UTILITY
OR
OFFICIAL RECORD
ORB
OFFICIAL RECORD BOOK
P
PROPERTY CORNER
PROPERTY LINE
P
PLAT
PA VE
PAVEMENT
P8
PLAT BOOK
PC
POINT OF CURVATURE
FCC
POINT OF COMPOUND CURVATURt
PCO
PRESSURE CLEAN OUT (SANITARY)
PCP
PERMANENT CONTROL POINT
PF PLASTIC FENCE
PG PAGE
PI
POINT OF INTERSECTION
PK&D
PARKER AALON NAIL AND DISK
PKITT
PARKER RALON NAIL AND TIN TAR
PLS
PROFESSIONAL LAND SURVEYOR
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
pp
POWER POLE
PRC
POINT OF REVERSE CURVATURE
PRO
PRORATED DISTANCE
PROP
PROPOSED
FIRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR & MAPPER
PSWL
PLASTIC SWALE
PT
POINT OF TANGENCY
PUE
PRIVATE UTILITY EASEMENT
PVC
POLYVINYL CHLORIDE
R
ROD AND CAP
R��
RIGHT—OF—WAY
R
RADIUS
RCP
REINFORCED CONCRETE PIPE
RGE
RANGE
RLS
REGISTERED LAND SURVEYOR
RP
RADIUS POINT
RR
RAILROAD
RRS
RAILROAD SPIKE
S
SIDEWALK
SO
SANITARY SEWER MANHOLE
SBr
SOUTHERN BELL TELEPHONE
SEC
SECTION
SF
SOUARE FEET
SHP
SHIP SPIKE OR SOLT
SLP
STREET LIGHT SUPPORT POLE
SUH
SANITARY MANHOLE
SPO
STATE PLANE COORDINATES
STY
STORY
ST
SEPr1C rANK
Sv
SANITARY VALVE
SWL
SWALE
TA
TOP OF ASPHALT
TV
TAX MAP
TMH
TELEPHONE MANHOLE
roe
TOP OF SANK
TOE
TOE OF SLOPE
TP
TRAVERSE POINT
TR
TELEPHONE RISER
TRANS
TRANSFORMER
TSB
TRAFFIC SIGNAL BOX
TF
TIN TAB
Twp
TOWNSHIP
Typ
TYPICAL
UNDER CONSTRUCTION
va-0 UTILITY EASEMENT
UP
UTILITY POLE
UR
UTILITY RISER
UW
UNDER WA TER
vc
VALLEY CURB
VLT
VAULT
WD
WOOD
WL
WA TER LINE
wy
W4 TER METER
WP
WELL POINT
WPP
WOOD POWER POLE
Wv
WA TER VA L VE
NOTES:
SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY,
OR OTHER RESTRICTIONS OF RECORD.
A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE
BY THIS OFFICE.
BEARINGS SHOWN ARE RELATED TO FLORIDA STATE PLANE
COORDINATES EAST ZONE NAD'83.
LEGAL DESCRIPTION PROVIDED BY CLIENT.
ELEVATIONS ARE IN FEET AND REFERENCED TO ST. LUCIE
COUNTY BENCHMARK DESIGNATION
"RICK"
HAVING
AN
ADJUSTED ELEVATION OF 6,3913
METERS
(NAVD)
CONVERTED
TO 22.44 FEET (NGVD 1929).
PROPERTY LIES IN F.I.R.M. ZONE
"X AS
SHOWN
ON PANEL
120285-0176F, DATED 8/19/91.
FLOOD
ZONES
ARE
APPROXIMATE AS SCALED FROM FLOOD INSURANCE RATE
MAPS.
IN ACCORDANCE WITH CHAPTER 61G17-6.003, ADDITIONS OR
DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN
THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN
CONSENT OF THE SIGNING PARTY.
THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS
OTHERWISE SHOWN.
UTILITIES SHOWN HEREON ARE VISIBLE ABOVE GROUND
FEATURES. ADDITIONAL SUBSURFACE UTILITIES AND OR
FEATURES MAY EXIST.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
SHOWN ON THIS SURVEY, THAT MAY BE FOUND IN THE
PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER,
THIS PLAN INFORMATION TO BE VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION.
AFTER 90 DAYS FROM THE LAST FIELD DATE, THIS SURVEY
WILL NEED TO BE UPDATED FOR A CURRENT SEAL AND
SIGNATURE.
PARCEL CONTAINS 136,758 SQUARE FEET OR 3.14 ACRES
MORE OR LESS.
CERTIFIED TO: TOTAL BANK, A FLORIDA
BANKING CORPORATION, ITS SUCCESSORS
AND/OR ASSIGNS, AS THEIR INTERESTS MAY
APPEAR; SIMON AND SIMON, P.A.;
ATTORNEYS' TITLE INSURANCE FUND, INC.;
TWIN OIL COMPANY; WEISS SEROTA HELFMAN
PASTORIZA COLE & BONISKE, P.L.;
INTERNATIONAL AIRPORT BUSINESS PARK OF
ST. LUCIE COUNTY, LLC, A FLORIDA LIMITED
LIABILITY COMPANY.
COP,
SURVEYORS FINDINGS:
THE SOUTH RIGHT OF WAY LINE OF ST. LUCIE BLVD, AS FIELD MONUMENTED IS
33 FEET SOUTH OF THE SECTION LINE. THE STATE OF FLORIDA ROAD
DEPARTMENT RIGHT OF WAY MAP FOR SECTION NO. 9460-150, ROAD NO.
S-608, DATED 10/1954 SHOWS A DIMENSION OF 30 FEET FROM THE SECTION
LINE TO THE SOUTH RIGHT OF WAY LINE. ON SAID RIGHT OF WAY MAP THE
CENTERLINE OF SURVEY IS 3 FEET SOUTH OF THE SECTION LINE, THERE IS A
POSSIBILITY THAT WHEN THE RIGHT OF WAY LINE WAS ORIGINALLY LAYED OUT
THE 30 FOOT DIMENSION WAS TAKEN FROM THE CENTERLINE OF SURVEY AND
NOT THE SECTION LINE. THAT WOULD ACCOUNT FOR THE FIELD MONUMENTED
RIGHT OF WAY LINE BEING 33 FEET FROM THE SECTION LINE. THIS SURVEY
SHOWS BOTH THE RIGHT OF WAY LINE PER THE DOT MAP AND THE RIGHT OF
WAY LINE AS FIELD MONUMENTED. THE BOUNDARY TIES ARE SHOWN TO THE
FIELD MONUMENTED LINE.
SURVEYOR STATEMENT:
I HEREBY REPORT TO INTERNATIONAL AIRPORT BUSINESS PARK OF ST. LUCIE II-_
COUNTY, LLC, A FLORIDA LIMITED LIABILITY COMPANY AND TO TOTAL BANK, A Qt�
FLORIDA BANKING CORPORATION ("BANK") THAT I HAVE MADE AN ACCURATE Q�)
SURVEY OF THE LAND DESCRIBED I ATTORNEYS' TITLE INSURANCE FUND, INC.
TITLE INSURANCE COMPANY COMMITMENT NO: OPM-2968952, HAVING AN
EFFECTIVE DATE OF MARCH 27, 2008 @ 12:13 P.M. IN CONNECTION WITH 0�:
SUCH SURVEY I HAVE MADE A CAREFUL INSPECTION OF THE PREMISES ON
MAY 23, 2008, AND AT THE TIME OF INSPECTION I FOUND THE PREMISES TO
BE IN POSSESSION OF INTERNATIONAL AIRPORT BUSINESS PARK OF ST. LUCIE
COUNTY, LLC., A FLORIDA LIMITED LIABILITY COMPANY.
SET FORTH BELOW ARE ANSWERS TO CERTAIN QUESTIONS RELATING TO THE
PROPERTY AND THE LOCATION OF IMPROVEMENTS 'HEREON. "IMPROVEMENTS" Llj
ARE BUILDINGS, ATTACHED STRUCTURES SUCH AS SWIMMING POOLS, CAR
PORTS, DRIVEWAYS, OR FENCES. _:,E�
I HAVE MADE A SPECIFIC EXAMINATION WITH RESPECT TO THE FOLLOWING
ITEMS AND REPORT THE EXISTENCE OF EVIDENCE OF THE FOLLOWING: z)
cf� LIE)
1. THERE ARE THE FOLLOWING IMPROVEMENTS LOCATED ON THE LAND:
FENCE LINES, NO OTHER IMPROVEMENTS OBSERVED.
2. THERE IS NO ENCROACHMENT OF EXISTING IMPROVEMENTS ON THE LAND
ONTO ADJOINING LAND, NOR ANY ENCROACHMENT ONTO THE LAND OF EXISTING
IMPROVEMENTS LOCATED ON ADJOINING LAND EXCEPT:
4' HOG WIRE FENCE 13 1.5 FEET INTO PROPERTY @ SIN BOUNDARY
CORNER.
3. THERE IS NO ENCROACHMENT OF EXISTING IMPROVEMENTS LOCATED ON
THE LAND ONTO THAT PORTION OF LAND SUBJECT TO ANY EASEMENTS SET
FORTH IN THE SURVEY OR SHOWN IN SCHEDULE B OF THE ABOVE
Llr-
REFERENCED TITLE COMMITMENT EXCEPT:
NONE Q, LL,
4. THERE IS NO EVIDENCE ON THE LAND OF ANY ACTIVITIES THAT REVEAL ANY
EFFORTS TO EXTRACT OR DEVELOP MINERALS FROM THE LAND.
5. EXISTING IMPROVEMENTS ON THE LAND 00 NOT VIOLATE ANY BUILDING
SETBACK LINES SHOWN ON A PLAT OF SUBDIVISION RECORDED OR FILED IN
THE PUBLIC RECORDS AS SAME ARE REFLECTED IN THE ABOVE REFERENCED
TITLE INSURANCE COMMITMENT OR POLICY, EXCEPT:
NONE
Qt�
6. RIGHTS OF WAY, INCLUDING THOSE FOR ROADS, LANES, DRIVEWAYS OR
WALKS, ACROSS SAID PREMISES SERVING OTHER PROPERTY: C) Liz:
ACCESS TO PROPERTY FROM ST. LUCIE BOULEVARD A PUBLICLY DEDICATED :z j
RIGHT OF WAY. ::) U)
Q)
7. STREAMS, PONDS, LAKES OR OTHER BODIES OF WATER LOCATED,
BORDERING ON OR RUNNING THROUGH SAID PREMISES:
NONE OBSERVED
8. TELEPHONE, TELEGRAPH OR ELECTRIC POWER POLES OR WIRES
-OVERHANGING OR CROSSING HETHER ABOVE -GROUND OR BELOW) SAID
,PREMISES AND SERVING OTHET PROPERTY OR PROPERTIES:
SAOWN ON SURVEY
9. UNDERGROUND INSTALLATIONS SUCH AS SEWER, WATER PIPES, GAS OR OIL U)
PIPE LINES, CONDUITS, ACROSS SAID PREMISES: z
1 0
LINDERGROUND UTILITIES (IF ANY) NOT LOCATED ON SURVEY.
10. DRAINAGE DITCHES OR UNDERGROUND DRAIN ACROSS SAID PREMISES: Ld
NONE I
11. PHYSICAL EVIDENCE OF BOUNDARY LINES ON ALL SIDES (BE SPECIFIC AS
TO HOW BOUNDARY LINES ARE EVIDENCED; THAT IS BY FENCES, PLANTINGS,
ETC. INDICATE WHETHER SAME DIFFER FROM DEED LINES AND WHETHER
THERE IS EVIDENCE OF DISAGREEMENT AS TO BOUNDARIES):
4' HOG WIRE FENCE BORDERS WESTERN BOUNDARY LINE ±, SEE SURVEY FOR
d
FENCE TIES AND SURVEYORS FINDINGS.
ztn6
—
0: >_j
12. ANY UNUSUAL ELEMENTS OF USE OR POSSESSION AFFECTING SAID
0 ED <
I
PREMISES (CEMETERIES, PARKS, ETC.):
5. 0
LLJ E
L11
NONE
> �5 0
Z) -1
�_ Lo
_j u-
q-(O
o(o
13. EVIDENCE OF CONTEMPLATED, COMMENCED OR NEWLY COMPLETED
(n Lj
I I
CONSTRUCTION (BE SPECIFIC AS TO WHAT HAS BEEN DONE AND INDICATE THE
ry
6
:D
m ,
NAMES OF ANY PARTIES WHO MAY HAVE OR WILL SUPPLY EITHER LABOR OR
0000
MATERIALS):
NONE
0
0-
Z w V)
N x
r, <
LL
W �?: I-
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r,
a wo
14. JOINT DRIVEWAYS OR WALKWAYS; PARTY OR CURTAIN WALLS; BEAM RIGHTS,
Z N
0
PORCHES; STEPS OR ROOFS USED IN COMMON OR ADJOINING GARAGES:
_j
W
bi
NONE
>
SURVEYORS CERTIFICATE:
I HEREBY CERTIFY THAT THIS MAP OF SURVEY AS SHOWN HEREON IS A TRUE
AND CORRECT REPRESENTATION OF A FIELD SURVEY PREPARED UNDER MY
<0
RESPONSIBLE CHARGE AND IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND
BELIEF. SAID SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH
own
"o
BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN
u:z
m
0
CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION
472.027, FLORIDA STATUTES.
m
0
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i SHEFT
NO.:
OF
ROBERT F. KEMERSON
PROFESSIONAL SURVEYOR AND MAPPER
STATE OF FLORIDA 1 6285
FIELD DATE 05123108
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SYMBOL LEGEND
POWER POLE
TELEPHONE RISER
WATER METER
CONCRETE POWER POLE
EXISTING ELEVATION
[3
CONCRETE MONUMENT
0
SET ROD & CAP LB# 4942, UNLESS OTHERWISE NOTED
0
FOUND MARKER AS NOTED
A
DELTA ANGLE
Cr-
GUYANCHOR
4=
PROPOSED ELEVATION
SANITARY MANHOLE
DRAINAGE MANHOLE
%4:1 tLUFhti Aft MAXIMUM)
TREE TABLE
NUMBER
54
SIZE
6"
TYPE
PINE
TRUNK
CLEARANCE
HEIGHT
55
81,
PINE
56
24"
OAK
57
24"
OAK
62
6"
PINE
73
8"
PINE
74
4"
PINE
75
4"
PINE
76
4"
PINE
77
81,
PINE
78
6"
PINE
84
loll
PINE
85
12"
PINE
94
101,
PINE
95
6"
PINE
104
loll
PALM
12 FEET
105
loll
PALM
12 FEET
106
101,
PALM 7
15 FEET
115
6"
PINE
116
6"
PINE --
12T--14"
PINE
123
101,
PINE
129
1 Olt
PINE
14S7—
_8"
PINE
146
loll
PINE
147
8"
PINE
148
6"
PINE
149
10 01
PINE
150
10"
PINE
151
loll
PINE
15�--
101,
—811
PALM
12 FEET
153
PINE
154
14"
PINE
155
101,
PALM
13 FEET
156
101,
PALM
13 FEET
157
14"
PINE
158
6 11
PINE
159
—61'
PINE
160
12"
PINE
161
12"
PINE
162
6"
PINE
163
6"
PINE
16�F--
5"
OAK
165
15"
OAK
169
12"
PALM
16 FEET
170
14"
PALM
15 FE
172
14"
PINE
173
lo"
PINE
174
loll
PINE
175
1 oll
PINE
176
8"
PINE--
177
10"
PALM
14-FEE—T
178
12"
PINE
179
6"
PINE
180
14"
PINE
182
14"
PINE
183
1 Of,
PINE
184
loll
PINE
186
61.
PtNE
187
M
12"
PINE
188
'91,
PINE
189
1
PINE
190
8"
PINE
191
10"
PALM
13 FEET
192
81,
PALM
12 FEET
193
61,
PINE
194
6"
PINE
198
12"
PINE
199
12"
PINE
201
loll
PINE
20T—
101,
PALM
16 FEET
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NTERNAT ONAL A RPORT BUS NESS PARK
(FLEX SPACE)(CONDOM N UM)
A DENUZZ�O �NVESTMENT GROUP DEVELOPMENT (D.LIG.)
TABULAR DATA:
NAME OF DEVELOPMENT: INTERNATIONAL AIRPORT BUSINESS PARK
PROPOSED USE: FLEX SPACE/SERVICE STATION, CONVENIENCE STORE
ZONING DISTRICT: INDUSTRIAL LIGHT (IL)
LAND USE CLASSIFICATION: INDUSTRIAL
SECTION 32, TOWNSHIP 34 SOUTH, RANGE 40 EAST
TOTAL GROSS ACREAGE: 3.30 AC
TOTAL GROSS FLOOR AREA: BLDG. 2 9192.80 SF
BLDG. 3 9192.80 SIF
BLDG. 4 9192.80 SIF
TOTAL FLEX SPACE: 27578.40 SIF
TOTAL SERVICE STATION/ BLDG. 1 : 2400.00 SIF
CONVENIENCE STORE
BLDG COVER 20.72%
MAX. BLDG COVER 50%
PERVIOUS AREA 0.94 AC (29.41 %)
IMPERVIOUS AREA 2.36 AC (70.59%)
INTERIOR VEHICULAR
USE COVERAGE
FLEX SPACE : 48277.83 SF (1.12 AC)
SERVICE STATION : 20520.61 SIF (0.47 AC)
NO. OF STORIES
FINISH FLOOR ELEV
tr47-- 7_7 44-
BUILDING SETBACK
FRONT
SIDE INTERIOR
SIDE CORNER
REAR
BUFFERS
FRONT (STREET)
SIDE INTERIOR
SIDE (STREET)
REAR (INTERIOR)
REQUIRED
25 FT (MIN.)
10 FT (M IN.)
20 FT (MIN.)
20 FT (MIN.)
REQUIRED
15 FT (M I N.)
: 10 FT (M IN.)
: 15 FT (MIN.)
10 FT (M IN.)
PROVIDED
1. SERVICE STATION/ CONVENIENCE
STORE PARKING
REQUIRED:
171
FT (MIN.)
2 PARKING SPACES PER PUMP
12
SPACES
10
FT (M IN.)
5 SPACES /1000 SQ.FT. 0 2400 SQ.FT. 12
SPACES
25
FT (MIN.)
TOTAL 24
SPACES
20
FT (MIN.)
PARKING PROVIDED: 24
SPACES
PROVIDED
2. FLEX SPACE PARKING REQUIRED
(CALCULATED @MAXIMUM
USE)
15
FT (M I N.)
(ALL OFFICE)
10
FT (M IN.)
1 SPACE/333 (SEE ATTACHED PARKING ANALYSIS
15
FT (M I N.)
FOR FLEX
SPACE OFFICE)
10
FT (M IN.)
0 27578.40 SQ.FT.
= 83
SPACES
TOTAL = 83
SPACES
PARKING PROVIDED: 146
SPACES (MAX)(INCLUDING 24
GARAGE
AND OR
PARKING
SPACES)
SUBJECT PROPERTY ZONED INDUSTRIAL
LIGHT, FUTURE LAND —USE INDUSTRIAL
HANDICAP PARKING REQUIRED: = 5 SPACES
HANDICAP PARKING PROVIDED: = 5 SPACES
LOADING AREA REQUIRED: 2 SPACES
LOADING AREA PROVIDED: 2 SPACES
ZONING: INDUSTRIAL LIGHT
FUTURE LAND —USE: INDUSTRIAL
IUIUHL LAINU—U�iL: INUU�SIIRIAL
Wre f a KITITs �
DEBW �-
vltolly�� —
Development Schedule:
1. Site plan approval by County
2. Enginaarinpo%rarmits fr*m Ctunty
3. ermits from other agencies having jurisdiction
4. BuiWn�er�mit
5. Site Construction Phase I
froll
WIN
vlol
VON
WA
WE
viol
6. Off —Site Roadway Improvememi—s
7. Site Construction Phase 11
WAR
MA
00111
WE
WMA
IN
PAFMJ
WIN
8. Site Construction Phase III
r1olo®rArvilvEl
__9_.S_it_eC_on_st_ruv.V�io Phase IV
D:\2\04015\SITEPLAN\SP—GAS\SP48.DWG SP USER Jan 18,2007-5:48pm
FILE
NOTE:
ST. LUCIE COUNTY STORMWATER PERMIT IS
REQUIRED FOR THE PROJECT PER SECTION
7.07.04 OF THE ST. LUCIE COUNTY LAND
DEVELOPMENT CODE PRIOR TO FILING FOR
BUILDING PERMIT
33RD
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NTERNAT ONAL A RPORT BUS NESS PARK
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A DENUZZ 0 NVESTMENT GROUP DEVELOPMENT (Do *Go)
D:\2\04015\SITEPLAN\SP—GAS\SP48.DWG SP USER Jon 18,2007-5:49pm
NOTE:
ST. LUCIE COUNTY
REQUIRED FOR THE
7.07.04 OF THE ST.
DEVELOPMENT CODE
BUILDING PERMIT
STORMWATER PERMIT IS
PROJECT PER SECTION
LUCIE COUNTY LAND
PRIOR TO FILING FOR
ZONING:
FUTURE
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED ENGINEER
--------------------
RALPH D, DENUZZIO P.E. 1-2�
FLORIDA REGISTRATION NO. 21785
INDUS
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TYPICAL CONVERSION FROM
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DEVELOPMENT CODE PRIOR TO FILING FOR
BUILDING PERMIT
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RALPH D, �ENUZZIO P.E �0-
FLORIDA REGISTRATION 2178
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2B
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7
NTERNAT ONAL A RPORT BUS NESS
(FLEX SPACE)(CONDOM N UV)
A DENUZZIO �NVESTMENT GROUP DEVELOPMENT (D.LG.)
NOTE:
CONTRACTOR SHALL FIELD —VERIFY LOCATION AND ELEVATION
OF ALL EXISTING UTILITIES PRIOR TO ORDERING STRUCTURES
OR THE BEGINNING OF CONSTRUCTION.
EXTREME CAUTION SHALL BE EXCERCISED DURING DIGGING TO
ENSURE PROTECTION OF EXISTING UTILITIES. ALL APPROPRIATE
UTIITY OWNERS AND LOCAL AUTHORITIES SHALL BE NOTIFIED
IN WRITING 72 HOURS IN ADVANCE.
F:\WORKS\CLIENTS\RDD\Sale\rdds\SP48r2.dwg ENG User Apr 17,2008-5:52pm
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Special Notes:
1. Where fill is used, the owners of the property on which the fill is being located shall
responsible for assurinq adequate drainage so that the immediate community will not be
affected per St. Lucie County Land Development Code Section 7.04.0l.D.3.
2. Upon completion of the project and prior to requesting a Final Paving and
PARK
be
adversely
Drainage Inspection,
please submit three
(3) copies of signed
and sealed
record
plans with a signed and
completion from the
project engineer
to
the
St.
Lucie
County
Building
Department.
NOT VALID WITHOUT THE SIGNATURE AND THE
sealed letter of ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED ENGINEER
RALPH D, DENUZZIO P.
FLORIDA REGISTRATION t0.21_178
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NUMBER
3
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7
NTERNAT ONAL
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CONDOM N UM)
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FLORIDA .............
TALPH D, DENUZZIO E.
FLORIDA REGISTRATIO NO. 217
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7
J_E
BASIC COLOR RULF
White lines separate traffic in the some direction
Yellow I�nes separate
traffic in 0/9,00sinG directions
Yellow dotted lines may be used in SpecialcaseS.
Solid Yellow Edge Line
Broken White Lone Line White-
F___1 E�
6"
Dotted Line Turning Guide Line
Broken Yellow Center Line
0 El El El El E E
k�6�
6"
:::��
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_30,
30' I Yeuow[�
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Solid White Edge Line Or Lane Line
Two -Lone Passing Prohibited (Yellow)
6"
Solid While Channelizing Line
6"-B"
Double Solid Yellow (Or White
Extension Of Edge Line
6
4
Through Cross -Over Area
0 El 0 Ell * FF] q 6"
61,
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TYPES OF PERMANENT
LONGITUDINAL LINES '��Whifc Or Yellow
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UNDERGROUND UTILITIES
NOTIFICATION CENTER OF
FLORIDA
L 11 T
EXISTING EDGE
6" Yellow Skip
- 6" Yellow Solid
75'Min 1 50, 1 B,
EXISTING 6"
—70—RCE MAIN
6" While 6" Dbl Yellow JOO'Mox Intervals Between Double Arrows
For use in congested urban areas where available storage length between intersections i's limited and a permanent
point of transition from the two -way turning lone to the exclusive turning lone con not be determined.
Radius Point
_1 1
SCHERE ONE
300'Max. Intervals Between Double Arrows
*Typical spacing referenno page
3B-6 in the M.U.T.C.D.
For use in rural& suburboo areas where an adequate
storage lone length con be specifically determined.
SCHE,VE TWO
(WITH SINGLE LANE LEFT TURN CHANNELIZATION)
TWO WAY LEFT TURN LANE
40' <=
Moro -Directlonol Amber
_/o /0'— 1 - 0 El 1�
Yellow Block =Z> Bi - DTrect�onol Amt�er
SOLID LINE WITH ALTERNATING SKIP
NOTE:
CONTRACTOR SHALL FIELD -VERIFY LOCATION AND
ELEVATION OF ALL EXISTING UTILITIES PRIOR TO
ORDERING STRUCTURES OR THE BEGINNING OF
CONSTRUCTION.
EXTREME CAUTION SHALL BE EXCERCISED DURING
DIGGING TO ENSURE PROTECTION OF EXISTING
UTILITIES. ALL APPROPRIATE UTIITY OWNERS AND
LOCAL AUTHORITIES SHALL BE NOTIFIED IN WRITING
72 HOURS IN ADVANCE.
L11T
EXISTING RIGHT
OF WAY LINE
ILE COP'
Rpflective Favt. Markers To
Be BI-DIrectional Amber
Raised Reflective
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NOT VALID WITHOUT THE SIGNATURE AND THE
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NUMBER
3B
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7
FINISH GRADE
U LA`FRl
CA KFIL
CUT TO EXCEED I' IN
THICKNESS, FROM
12' ABOVE PIPE
I O� TRENCH
EA CIA
CIA
BALKFILL LAYERS NOT TO
EYCTEG C IN THICKNESS TC 12'
ASIDE P EE 4ND KEPT -EVE'
PET, SIDES OF PIPE
PEAROCK FOUNCATION NOTE
WHERE NEEDED ALL BACKRI F COMPACTED TO
1007. MAXIMUM DENSITY AT
OTTIMUM MOISTURE AS
DETERMINED BY AASHTC T-99C
JMDIPST�T57C EAPT�
PIPE BEDDING DET/ -T—F
EDGE OF PAVEMENT U.S.F. FRAME GRATE
F\ (OR EQUAL)
T` FRAME 11 1�1.1
GRATE ELEV. A$ GRATE ":B
12"
SHOWN ON PLAN� AT
BRICK TO GRADE
2 BRICK MIN.
GROUT 4 BRICK MAX.
LTYPE "C
BOTTOM
TYPE C. C. TOP
ADDITIONAL
REMPARCING
BARS
PLAN
U.S.F. FRAME GRATE
�OR EQUAL)
FRAME NO.4155
GRATE ELEV. AS
SHOWN ON PLAINS
ED
GRATE NO.6210
_7!
BRICK TO GRADE
GROUT
2 BRICK MIN
4 BRICK MAX,
G
KEY (SEE NOTE)
SECTION
A -A
TYPE T.S.
TOP
KEY NOTE
KEY CUT IS REQUIRED W/PRECAST TOPS ONLY.
IF TOP SLAB IS CAST IN PLACE, USE ER. 4-12"
LONG BARS EQUALLY PLACED TO SECURE TOP
SLAB TO SIDE WALLS.
17
LOS
< T.
>
18' BELOW I
WHERE SUI LOWEET V 12 0
PER HOLE
ME I NOD
A
A _0
F 1--
STANDARD ROCKS TIED
WASPED ROCK UNDER BASE STEEL
SECTION
11E
W` 0 CC E W
P 0 1 lclW
_X _R
W
W�
S IS A A' E
O"W4
F_G S C S I �W E5 S R I E K
GENERAL NOTESi
REVELED EDGES: ALL EXPOSED EDGES AND CORNERS TO BE CHAMEERED 3/4"
FQUNDATICN MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION
IS ENCOUNTERED AT FLO� LINE, OM17 FLOOR AND CARRY WALLS DOWN TO
SATISFACTORY FOJNDATON. SACKETT TO FLOW LINE WITH CL7AN SAND.
DE -AILS NGACCORD4NCl WITH GRAWINGINF. 102 & 103 UO, PRECAST CORP
CONNEC7k PIPES NOT TO EXCEED 2" NSIDE STRUC7CRE.
TYPE "Lu" STRIETTETR E
BITUMINOUS COA-ING
CEP �ANY SUITABLE
MAY BE FIELD APPLI
CORRUGATED ALUMINUM FPS
F
CLASS I CONCRET��
P, W11 WRAP 1 12. 1 12_!_�
6 6' WIRE WRAP
NOTE: COST OF CONCRETE AND SITUMINCTS COATING TO BE INCLUDED IN
CONTRACT UNT PRICE FOR ETHER NEW PIPE OR M17ERED END SECTION.
A CONCRETE JACKET Slik C NOT BE LATE TO _01ft
SEATS
(A� METAL PIPE OF DISSIMILAR NA
CORDANCE WITH INDEX NO. 2C5 CANNOT BE OBTAINED,
�B),CILEXITLE PIPE WHEN THE MINIMUM COVER REQUIRED IN
DISSIMILAR TYPES
CONCRETE JACKET
Per F DZ0 T index 280
GRATE ELEA. AS
SHOWN ON PLANS
GROUT
PARALLEL TO
POAMNAI C
U.S F. FRAME GRATE
(OR EQUAL)
FRAME NO.4155
GRATE YOU6210
rtx��BRICK TO GRADE
2 BRICK MIN.
4 BRICK MAX.
F1TYPE 'C'
90TTOM
TYPE C.S. TOP
U FC4M_ A 'ED
S�ECFED
SUGAR 0
CC E W
MA X REP SZES
UP . CN 2P OPENr
�4 0 ON 37- OPENIP
18' ILL01A SEE -
AT 'GHPBO
J,
A
Nvr
A REQUIRES
R AN
HOLE
NOTE
D,--7E AJEEP HQUE I�HPN
SECT:0N NSERT OF DPANAGE PIPE
IS DEL" THE MAIN7RINED
WAnER SURFACE ELEVATOR
TYPE 'C' STRUCTURE
BRICK TO GRADE
2 BRUK MIN
4 BE CK M��
TYPICAL EXFILTRATION TRENCH
LONGITUDINAL SECTION
12, RAI
BASE
_8 ,
-U9,-,RADE 18.75'
N_
CE T� RATED 0 18.25'
UlCSA"-RATE:)
_RATS�I
UN T�RENCH U�
U 1
Q ED 15"0 PIPE
T
-,7DEPTH A
FILTER FABRIC
C/4 'ROCK�
IRED 'RE--T)
LENGTH OF I I T-Ou I �
V VOLUME FEE F INCHES)
W TRENCH WIT I I I I '�S/FT 2- JET HEAD)
K LYDRAULIC� I LI
HE DEPTH TO
DLI= NON-SAI, � - I r ETPTh, (FEE,)
Ds� SATURATED I I F (FEET)
TYPICAL EXFILTRATION TRENCH
PROFILE
1. THE CONTRACTOR SHALL TAKF NECESSARY PRECAUTIONS TO PREVENT CONTAMINATION OF THE TREFF� B)' SAND,
SILT, OR OTHER MATERIAL.
—CIFICATIONS
2. THE CONTRACTOR S—IIALF� INSTALL H.D.P.E. PIPE PER FBANUFAPCTIjRER�S SEP
EFT FROM THE FTLET OR E,/ANHOLE.
3. NO PIPE PERFORATIONS, FOR THE FIRST 6 F r 7
4. PIPE PERFORATI(�ADS SJJA_L BE 5/16" HOLES SPACED AT V 7ED/P," (MINIIALIV 200 HOLES PER _�NEEAR FOTT)
DETAILS OF SAME.
5. SEE DETAII S OF MANHOLE AND/OR INLET FOR CONSTRUCTION!
6. PLASTIC FILTER FABRIC SHALL CONFORM TO D,OT. SECTION 985 OE� APPPCVE_� EQUAL.
7. PRIOR TO BACKFILLING ANY DRAINAGE STRUCTURES, THE S:T. LUCIE COUNTY ENGINEERING DEEPARTMECLT
3E GIVEN 24 HOURS NOTICE IN ORDER TO SCHEDULE AD INSPFECTION OF THE FACILITY.
U.S.F. FRAME & GRATE
(OR EQUAL)
GRATE ELEV. A! FRAME 10.5113
SHOWN ON PLA,,,--\ GRATE NOU6194
1/4' BRICK TO GRADE
2 BRICK MIN.
GROUT 4 BRICK MAX.
TIRE 'C"
BOT70 _�j
TYPE C. V. TOP
SEE GRATE OR
COOER DETRIP
OPENING S,ZE
ADDITIONAL
EQ�RS
OPTIONAL TOP SLAB
�NVER7 OF DRAINAGE PIPE
A BELOW THE MAINTAINED
WATER SUR�PCE F_EVJTIOH
SECTION
POLL UTION RETARDANT BASIN
BAFFLE TYPE
1/4'x,'
ANG�LEE
4 REBAR @
12'L C C E W�
EL 21 t 3S.-
—
Y0 BLEEI
INV. 19 6'
INV 19 51
UCTURE WITH
CONTROL STIR
POLLUTION RETARDANT BAFFLE
PAVING AND DRAINAGE SPECIFICATIONS:
1 ALL MUCK/ORGANIC MATERIALS ARE TO BE REMOVED FROM WITHIN
10' OF ANY BUILDING OR PAVEMENT IN ACCORDANCE WITH ST. LUCIE
5,/F"�2" A-707 13CJLTS COUNTY ENGINEEERING DEPARTMENT MINIMUM TECHNICAL STANDARDS,
-HORED LIMEROCK BEARING
_T UDUI @ 18" O.C, AN, IN 2. 12" COMPACTED SUBGRADE SHALL HAVE A
AND NUT La 18" O.C.
CONCRETE STFLI(',TJRF RATIO (LDR) OF 40 AND SHALL BE COMPACTED TO 100/ OF
CONCRETE STR,_,—TJRE LECT MAXiMUM DENSITY AS DETERMINED BY AASHTO T-99(c).
3/8" ALUVINUM TO—CONT. WELD 3. 4" & 8" LOCAL BASE ROCK COURSE (MIN LBR 100) SHALL BE
W IR PLATE ALL 30,TTS TO BE GALV-\\II-L[ PRIMED AND COMPACPFD TO 98% OF MAX�MUM DRY DENSITY AS PER
OR STAINLESS ST`EEL. AASHTO T-180 MINIMUM CARBONATES=60% AND CONFORM TO THE
ON D c_77XI L REQUIREMENTS OF THE COUNTY.
WEIR CONNECT� 4. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE TYPE S-1
MODIFIED IN TWO (2) - 3/4" LIFTS AND SHALL CONFORM TO
THE REQUIREMENTS OF ST. LUCIE COUNTY ENGINEERING
DEPARTMENT'S "MINIMUM STANDARDS".
o? 5. PRIME COAT AND TACK COAT FOR BASE COURSES SHALL CONFORM
TO THE REQUIREMENTS OF SECTIONS 300-1 THROUGH 300-7 OF
STANDARD SPECIFICATIONS. PRIME COAT SHALL
c FLORIDA D.O.T.
Wt BE APPLIED AT A RATE OF 0.25 GALLONS PER SQUARE YARD.
6. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
3000 PSI AT 28 DAYS 'UNLESS OTHERWISE NOTED.
7. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE
IN STRICT ACCORDANCE WITH THE TURTLE RUN COMMUNITY DEVELOP -
MERIT DISTRICT AND THE VINMUM ENGINEERING AND CONSTRUCTION
NEOPREN, CASKET STANDARDS ADOPTED BY THE ST. LUCIE COUNTY ENGINEERING
T BAFFLE DETAIL DEPARTMENT'S "MINIMUM STANDARDS".
Y_ 0 1 SECTION OF A C Ni P N kI )LI EAFFILL 8. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES, FORT. PIERCE
DIAINFTER -- C- I IF TABLE t
AS UTILITY DEPARTMENT 48 HOURS PRIOR TO CONSTRUCTION.
-AD UTILITIES AND SHALL BE
1/2' GAL`U'AN[7ED BID-- SHEILD THE CONTRACTOR SHALL PROTECT ALL
AELD OR DFLT� RESPONSIBLE FOR ALL DAMAGES CAUSED DURING CONSTRUCTION
3 AND SHALL REPAIR SAID DAMAGES AT HIS/HER EXPENSE.
V/ PLAN 4 V�U-KuPl C4 CLINE FLUUIREE FREI _-I�ST
'IP ETAIJITER PIPE ENTFRTNG OR EXITING THE INLFT 9
THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS
NOTE #I
BAFFLE DETAlL
I --NOTE PL -MIN lb FURFE PLAT TO BE FTAR�
NOTE 4-1 ZSELD7D TO TO -111 7' BAFFLE D IBA
UL BETTE EFFLE
ALUMINUM r[PEPUIATED
METAI PIPE CUT IN HALF L 15,
CC
0,
24' MIN
q __T —
30" 67
42'
BRACKET DETAIL ELEVATION
PELLUTION RETARD-PNT BAFFLF
D AID, TER OF PIPE PER
'D' __DRAN4GE —SCHEDULE
D
P P
ALUCINUM PLATE
OFUDED �^ TO- SEE PLAIKS FOR
BAFFLE S17E
POLLUTION RETARDANT BASIN
TYPE "C" INLET
�D' DIAMETER OF PIPE PE`R
CRAINAGE SC�EDULE
R C P
AIJIVNIUM PL-TE� SEE PLANS FOR
EE-DED TO TOP
BAFFLE SIZE
PLAN
RETARDANT BASIN
POLLUTION
TYPE "D" INLET
.
ARE APPROXIMATE ONLY AND ARE BASED ON AS-BLJILT
INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE
NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL RE
RFSPONSi8LE FOR LOCATING AND VERIFYING ALL UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. ANY AND ALL CONFLICTS
REOORTED TO THE
WITH EXISTING UTILITIES SHALL BE
ENGINEER, THIS WORK BY THE CONTRACTOR SHALL BE
CONSIDERED INCIDENTAL 70 THE CONTRACT AND NO ADDITIONAL
COMPENSATION SHALL BE' ALLOWED.
10, SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE
ORDERING
SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
FOR ANY
MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE
REVISED OR UNACCEPTABLE MATERIALS INSTALLED OR ORDERED
WITHOUT AN APPROVED SHOP DRAWING.
ii. ALL DRAINAGE PIPE IN AND PARALLEL TO THE ROADWAY SHALL RE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76,
ON PLANS).
(UNLESS OTHERWISE NOTED
NET VALID \A/ITHE]UT THE Slt2NATLIRE -A - NO THE
A F TILT
SFAL 71� A ERIDA REGISTFRED
LIRIGINAL YISFD
FNEINIFFIR
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GENERAL POLIC
WHERE COST JUSTIFIED AND OPERATIONALLY FEASIBLE, IT IS THE GENERAL POLICY OF
THE F.P.I.I.A. TO PROVIDE WATER, ELECTRIC, SEWER AND GAS SERVICE FROM THE STREET
SIDE OF A PIECE OF PROPERTY. DEPENDING ON FACTORS SUCH AS LOCATION OF
EXIS77NG SUPPLY SOURCE FACILITIES, REAR OR SIDE LOT LINE SUPPLY MAY BE
AUTHORIZED, BUT ONLY WITH PRIOR APPROVAL FROM THE F.P.U.A.
- - - - - - - - - - - - - - 3'
Q (2) 3,
-R/1 - -MRIW-
CD THE PREFERRED POINT OF CONNECTION TO THE F.P.U.A. WATER METER,
AREA (D SHALL BE LOCATED IN THE CORNER OF THE PROPERTY
SELECTED BY THE F.P.U.A. AS THE BEST LOCATION FOR THE WATER
METER. EVERY EFFORT WILL BE MADE TO SELECT T74E CORNER WHERE TWO
WATER SERVICES AND METERS CAN BE CONNECTED.
(2) IF PHYSICAL 84RRIERS OR OTHER OBSTACLES PREVENT THE CONNECTION
OF THE BUILDING SERVICE LINE TO THE F.P.U.A. WATER SERVICE, WITHIN
AREA CD , THE F.P.U.A. ENGINEERING DEPARTMENT MAY AUTHORIZE THE
CONNEC77ON ALONG THE POR77ON OF THE RIW LINE MARKED AREA
OR ALONG THE PROPERTY LINES MARKED AREA (1).
NO
1. HORIZONTAL SEPARATION OF WATER AND WASTEWATER SERVICES SHOULD BE A
MINIMUM OF 6 FEET AND PREFERABLY 10 FEET
2. ALL METERS SHALL BE INSTALLED IN AN UNRESTRICTED AREA FOLLOWING EASE OF
ACCESS AND PROVIDING ADEQUATE PROTECTION.
3. THE F.P.U.A. SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE
WATER LATERAL WITHIN THE EASEMENT OR RIGHT-OF-WAY, UP TO THE POINT OF
CONNECTION. -WATER METER PLACEMEN
(N.T.S.)
WATER METER W_ I
REPLACEMENT POLICY
RAT' I
DATE' REVISAW. ar. , APPO. WA
DESIVIVED G�Itmi ,u IF FT PIERCE UTIUDES AURIORITY
I WAIER DEIAILS 200WZDM 206 SOUM 6- SIREFT
DRAWN fly. Fr. E FLORIDA 34948
Jim IN.T.S. 466-1600
DATE,
17LCOIO I XCiMBER 2007 ISHEET, OF i
2 112- P.VC. SCH. 80 CAP W1 314-
OUTLET OR APPROVED EQUAL
314- P.VC. SCH. 40
OR COPPER
FIRE HYDRANT
GATE
VALVE
PROPOSED FINISHED GRADE
BATERIOLOGICAL SAMPLING POINT @ FIRE H'(QRAN
(N. T. S.)
WERIOLOGICAL SAMPLING POINT W-5-A
0 FIRE HYDRANT
REVISION. I iFY, 11 ;pm WATER/WAS ENGINEERING
DESIGNED' �uftm "LL f FT PIERCE LTURES AUINORITY
Jim MIER DEIAILS 20OSD2.DWG 2M SOUTH 6- STREET
DRAWN W. SCkE, FT. PVg FLORIDA 34948
Fno "... N.T.S. SHEET 466-IMO
APPROVED. DAM
lic DECEMBER 2007 OF I
MAGNETIC WIRE AFFIXED BY
IDENTIFICATION TAPE
(TyP-)
POLYETHYLENE
TUBING SERVICE
EXISTING
WATER MAIN
CORPORATION
STAINLESS STEEL
DOUBLE STRAP
SERWCE SADDLE
FINISHED GRADE
EXIS77NG
WATER MAIN
WIRE
R1W
IVARIES
RIW
ROME TYPE METER BOX
BY CONTRACTOR
PART #1910TR
SEE NOTE #4 METER TO BE
CORPORATION STOP
INSTALLED BY
F.P.U.A.
KABLE
7 B STC
LOCKABLE METER VALVE
717"POLY�ETHYLENE (CURB STOP
TUBING SERVICE FORD PART # B41-XXXX-G)
WITH ONE SHOT LOCK
THHN WIRE (STERLING SECURITY SYSTEMS
JR-05)
STAINLESS STEEL DOUBLE
STRAP SERVICE SADDLE
WITH I.P. THREAD
ALTES.,
1. BLUE 10 G,4UGE THHN WIRE SHALL BE ATTACHED TO THE SERVICE LINE.
2. WHERE SERVICES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE
INSTALLED WITHIN SCHEDULE 40 PVC CASING PIPE.
J. I - & 314- METER SIZES SHALL REQUIRE A LOCKABLE METER VALVE. (CURB STOP)
4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 30", IN PAVED AREAS OR PLANNED ROADWAYS OR
SWALES MIN. COVER SHALL BE 36".
TYPICAL SINGLE WATER SERVICE CONNECTIO
(N. T. S.)
TYPICAL SINGLE WATER
SERWCE CONNECTION W-2
02-06 1 -
DAM' REVISION, WATERIWASTEWATERIII4S MONEERING
D�w �� tm� IF FT PIERCE UnUnES AUWRITY
JJAI MYER DEIAILS 922ML.DWG 206 SQUIN 6' STREE7
DRAWN Fr �(71'2 5 FLORIDA 30,R?
466-IMO
APPROVED. D47F. SHEET
DECEMBER 2007 1 OF I
PLAN
VOLCON NO. VMB-J
TRAMC TYPE
METER BOX
(24 1147x 13 518-)
BLUE R.P.M. -
loll III!
I 101
(2" MIN)
BRICK
2" 90'
BENDS4f111
MJ OFFSET PLUG TAPPEI
SECTIO
FINISHED GRADE
2' a4LL VALVE
BRICK
, 2� OLYETHELENE TUBING
TAP CAP
NOTE.
1. IF NOT CONNEC77NG TO Muf BELL USE SOLID SLEEVE GLANDS AND Md PLUG.
2. PLUG SHALL BE RESTR41NED PER MANUFACTURER'S RECOMMENDATIONS AND
F.P.U.A. REQUIREMENTS.
BLOWOFF ASSEMBLY
(N. T. S.)
0� BLOWOFF ASSEMBLY
WITH MANUAL AIR RELEASE W-6
wt2,0
,i.-O -
. 1 ROVISM. APPO. WATERIIIAS7FRAW VAIWEERM
DES� COMPUIER FILE Fr. P�ERCE
(Al jjM W47E? DETAILS P200602.DWG 206 SO
PIERCE
R
DR4WN f1r. N.T.S. FT. PE(77C2&)
Jim M
APPROVED D47F'
I
POLYETHYLENE
MAGNE77C MRE AFFIXED BY IkG SEROCE
I-IDEN77nCATION TI PE
(TYP.) VARIES
EXIS77NG
WA TER MAIN
CORPORA TION
STOP I =m
POLYETHYLENE
TUBING SERWCE
CO ON
TEE I
COMPRESSION
TEE (TYP.)
STAINLESS STEEL
DOUBLE STRAP MAGNET?
SERWCE SADDLE WTH THHN WfRE' (TYP.. ROME TYPE METER BOX
I.P. THREAD BY CONTRACTOR
SEE PART 2 PRODUCT R/W PARTfI9IOTR
2611 SEC71ON 4 04 11
1. BLUE 10 GAUGE THHN WIRE SHALL BE ATTACHED TO THE SEROCE LINE AND RAN TO OUTER
METERS ONLY.
2. WHERE SERWCES UNDER PAVEMENT ARE REQUIRED, THE POLYETHYLENE TUBING SHALL BE
INSTALLED WITHIN SCHEDULE 40 PVC CASING PIPE.
J. ALL METER SIZES SHALL REQUIRE LOCKABLE METER VALVE. (CURB STOP)
4. MINIMUM COVER IN UNPAVED AREAS SHALL BE 30", IN PAVED AREAS OR PLANNED ROADWAYS OR
SWALES MIN. COVER SHALL BE 36".
5. POLY SERVICE LINE SHALL VARY IN SIZE PER COMMERCIAL USE.
6. F.P.I.I.A. SHALL REMOVE METER BOXES AND INSTALL STAND PIPES AT THE 77ME OF CONNECTION.
TYPICAL MULTIPLE WATER SERVICE CONNECTION (COMMERCIAL)
(N. I. S.)
TYPICAL MULTIPLE WATER W- 4A
SERVICE CONNEC77ON (COMMERCIAL)
�m I REWSED
DADE. I REVISIOlf. APP0, TERISAS EWINEERING
Fr. PIERCE U17LMES AUINORITY
TED' 206 SOUTH 6- SIREET
DRAWN CALE.-
27 FLORIDA 34M
is Ts 466-16M
APPROWD, LATE.
.1 or I
WATER MAIN
DOUBLE STRAP
SERVICE SADDLE
CORPORATION I" POLYETHYLENE
SERVICE LINE
2"x 4" TEMPORARY MARKER
(PAINTED BLUE)
FORD CURB STOP
FINISHED GRADE
1" POLYETHYLENE
SERVICE LINE
CORPORA77ON STOP
FORD F1102 OR
APPROVED EQUAL
STAINLESS STEEL DOUBLE
STRAP SERVICE SADDLE
WITH I.P.T.
WATER U41N
BACTERIOLOGICAL SAMPL.IN!^e POINT DETAIL
NOTE. (N. T. S.)
AFTER TESTING REMOVE I' P.E. LINE AND CAP WITH BRASS
PLUG AT CORPORATION STOP.
BACTERIOLOGICAL SAMPLING PONIT W_
DETAIL
04TE F___Z=M I W. I APPD, WAMRIWASTEWATEIR/GAS MMEIRM
DESIG00ED �uftm mu IF Fr PIERCE LUILMES AUnfflffire
lum I WATERDET41LOWC " SOUIN 6. STREET
DRAWN BY. SCALE, Fr. PA(ERC5 FLORIDA 34948
N.T.S. 56 466-1600
APPROVED' OA7F- �tf BORDER ffY ...
JLC DECEMaER 2007 1 1 OF I
6" PVC-900 PIPE
RESILIENT SEAT -
GATE VALVE
NON -RISING STEM
MECHANICAL JOINT TEE
VARIES
EXIS77NG
WATER MAIN
24"X24* SQUARE PAD X 4" THICK
CONCRETE COLLAR IN UNPAVED
AREAS
24"x24" SQUARE PAD X 8' THICK
CONCRETE COLLAF
#J REBAR
APPROVED TRAFFIC TYPE HYDRANT
WITH 5 114- OR 6- VALVE OPENING
4 112- PUMPER NOZZL
FACING ACCESS
GROUND OR PAVEMENT R/W AND (2) 2 112-
HOSE NOZZLES (D 24"X24" PAD X B"
_I
15' 1 THICK CONCRETE
BLUE RPM BLUE jR.P.M COLLAR
MARKER
SURFACE
VALVE BOX (SEE DETAIL)
:Z RESILIENT SEAT
W T,R .4
ATER MAIN 6" GATE VALVE
NON -RISING STEM
UNDISTURBED
6"C-900�_�P�7_vc. �PIPE SOIL
U ST BED
NDI SO gL? 1 CY OF PEA ROCK (MIN)
6' Md HYDRANT 7TEE
1. HYDRANT SHALL BE INSTALLED PLUMB & TRUE
2. HYDRANT SHALL BE PAINTED CARNIVAL RED 6. ALL FITTINGS TO BE MECHANICAL JOINT.
FROM FACTORY. 7. ENTIRE ASSEM13LY TO BE MECHANICALLY
J. HEEL TO REST IN UNDISTURBED SOIL. RESTRAINED.
4. THE ONLY HYDRANTS ACCEPTABLE ARE., B. BLUE LOCATOR SHALL BE PLACED IN CENTER OF
KENNEDY GUARDIAN, MUELLER CENTURION, TRAVEL LANE CLOSEST TO HYDRANT.
& AMERICAN AW, CLOW OR APPROVED EQUAL. 9. ALL HYDRANT VALVE BOX COVERS SHALL BE
5. HYDRANT ASSEMBLY MUST BE RESTRAINED PAINTED CARNIVAL RED.
TO TEE. 10. LOCATE WIRE SHALL TERMINATE AT HYDRANT
ISOLA77ON VALVE
TYPICAL FIRE HYDRANT ASSEMBL
(N.T.S.)
TYPICAL FIRE H DRANT ASSEMBLY W-5
IRW I
DAM I BY. I ARM WMA
nLe IF FT. PIERCE UnU
WATMETM4,DWG 206 SOUTH
SCALE: Fr. 1%
DRAWN W. F1
IN.T.S. 46
APPROVED, DADE:
JLC DECEMBER 2007 OF I L
LIA41T OF UTIL177ES
AUTHORITY INSTALLATION
TEE FOR TES77NG
WATER METER
2* LOCKING 6' NIPF
METER FLANGE
CURB ST
90' ELBOW--,,,,�
TEST
PLAN
&ALL VALVE
BACKFLOW
PREVENTER
PROFIL
2" COPPE\R
SERVICE PIPE
NOTES
1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE
COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN 18" AROUND
METER OR BACKFLOW.
NO SOLDER JOINTS.
2. ASSEMBLY TO BE 29"
FROM FINISH GRADE TO CENTERLINE OF THE
FLANGED 90' BEND.
WATER METERIBACKELOW
PREVENTER ASSEMBIL
DOMESTIC
SERVICE NOMMERCIAL
(N. T. S.)
6" NIPPLE
, 90* ELBOW
TEST PORT
� FINISHED
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NUMBER
7
OF
7
GENERAL POLICY
WHERE COST JUS77FIED AND OPERATIONALLY FEASIBLE, IT IS THE GENERAL POLICY OF THE
FRUA. TO PROVIDE WATER, ELECTRIC, SEWER AND GAS SERVICE FROM THE STREET SIDE OF
A PIECE OF PROPERTY� DEPENDING ON FACTORS SUCH AS LOCATION OF EXIS77NG SUPPLY
SOURCE FACILITIES, REAR OR SIDE LOT LINE SUPPLY MAY BE AUTHORIZED, BUT ONLY WITH
PRIOR APPROVAL FROM THE FRUA.
L
15' 15'
-R/KID - — -- — -- — - - — -- — -- — - FI:DRIW-
(D THE PREFERRED POINT OF CONNEC77ON TO THE FRUA. SEWER LATERAL,
AREA (D . SHALL BE LOCATED IN THE CORNER OF THE PROPERTY
SELECTED BY THE FRUA. AS 774E BEST LOCATION FOR THE LATERAL.
EVERY EFFORT WILL BE MADE TO SELECT THE CORNER WHERE TWO
LATERALS CAN BE CONNECTED IN A "Y' CONFIGURATION AS SHOWN.
Q IF PHYSICAL BARRIERS OR OTHER OBSTACLES PREVENT THE CONNECTION
OF THE BUILDING SERVICE LINE TO THE FRUA. SEWER LATERAL, WITHIN
AREA (D , THE FRUA. ENGINEERING DEPARTMENT MAY AUTHORIZE THE
CONNECTION ALONG THE PORTION OF THE RIW LINE MARKED AREA Q
NOTES:
1) HORIZONTAL SEPAR4TION OF WATER AND WASTEWATER SERVICES SHOULD BE A MINIMUM OF
SIX FEET AND PREFERABLY 10 FEET
2) THE WASTEWATER LATERAL SHALL BE LOCATED WITHIN RIGHT-OF-WAY AND TERMINATE
AT THE PROPERTY LINE.
3) THE FRUA. SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE
WASTEWATER LATERAL WITHIN THE EASEMENT OR RIGHT-OF-WAY, UP TO THE POINT OF
CONNECTION. WASTEWATER SERVICE PLACEMENT
(N. T. S.)
WASTEWATER SERVICE
MENT POUCY
BY. I A-PD. Tw"S ENGINEERING
DESW� �PUTEFF Flu FT, PIERCE UTFUDES AUIWOROY
Jim SEWER DEIAIL 211006(12.DWO
DRAW ift� SGAIZ. ePArFL6mRJDS4`R3'4E9T48
0
Jim NT� (772) 466-1600
ldl(6 APPROVED: UATE. SHEET
I ac DECEMBER 2007 1.
PLUG
z (SEE i
SEE NOTE 2
PLUG
laSEE NOTE
-SEE NOTE 2
NOTES.
1) BALL TYPE WASTEWATER LOCATOR BY 3M CORP. OR APPROVED EQUAL.
2) MINIMUM SLOPE OF 118- PER FOOT, USE GREATER SLOPE WHERE POSSIBLE
3) SERVICE LATERAL SHALL TERMINATE WITH A CLEANOUT.
SERVICE CONNECTION
(N. T. S.)
SERVICE CONNECTION
;TEWATER S 5
511 EDPAME- I REVISO AFF& WATERAWSMVATER/OAS ENMEERING
=Ikm Flu f FT PIERCE UTX= AUTHORITY
llim SEWER DEIAN 200802DWO 206 SOUTH t� STREET
�w Mr. FLORIDA 34948
5W'"m IN.T.S. �72 466-16W
To m APPROVED DAM
OF.
I ..............................
FINISHED GRADE r SEE NOTE I
318- GROUT ON PRECAST GONG.
2'-l' RINGS INSIDE & OUT
SEE NOTE 2
APPLY 2 LAYERS OF 2 LAYERS OF COLD
RAM -NECK SEALANT —TAR EPDXY (REQUIRED)
PIPE SHALL EXTEND 1"
MUD INSIDE AND-�� INSIDE MANHOLE
OUTSIDE SE4MS
PAC
ON� WITH
N SHRINKING GROUT
M.H. COUPLING
FOR FIELD INSTALLATION
NEOPRENE BOOT WITH
STAINLESS STEEL
SEE MANHOLE SCHD�-� C. ACCESSORIES OR APPROVED
I EQUAL SHALL BE USED
I FOR PRECAST MANHOLES
PIPE DIA.
'A"
11811
"C"
BOT. SLAB "T"
8'�-24"
4'-0'
.8.
76"
B.
30'�-36"
5'-0'
18"
88.
10,
42'�-48"
6 1-0.
18"
100"
12"
TYPICAL MANHOLE DIMENSIONS
NOTES:
1) M4NHOLE FR4ME & COVER WITH THE WORDS - SANITARY SEWER- CAST IN THE COVER.
U.S. FOUNDRY 170 OR APPROVED EQUAL.
2) ALL CONCRETE MANHOLES TO BE 4000 P.S.I. TO MEET OR EXCEED AS7M C478 ALL
CEMENT TO BE TYPE I/ ACID RESISTANT. REINFORCING AREA OF 0.02 SQ. INIFT FOR WALL
SECTION MIN. TO MEET OR EXCEED ASTM A 185.
3) A MAXIMUM OF 2 LAYERS OF PREr_4ST CONCRETE RINGS, IF REQUIRED.
4) RAIN GUARDS SHALL BE INSTALLED IN MANHOLES THAT HAVE GR4WTY MAINS 12- OR LESS.
SlANDARD MANHOL
DEPTH 5'-0' AND GREATER
(N. I. S.)
K_ RIGHT OF WAY LINE
6" X 4" DOUBLE
WYE BRANCH
PLUG TEE- WYE
SEWER MAIN
DOUBLE LATERAL SERVICE CONNECTIO
AT PROPERTY LINE
RIGHT OF WAY LINE
PLUG TEE- WYE
SEWER MAIN
SINGLE SERVICE LATERAL CONNECTION
BALL TYPE WASTEWATER LOCATOR
INSTALLED ABOVE THIS POINT
BALL BY 3M CORP. OR APPROVED
EQUAL
SERVICE LATERAL SHALL TERMINATE WITH A CLEANOUT
SERVICE CONNECTION
(N. T. S.)
SERVICE CONNECTION
WASWATER S_
MTE v BY. AFPD.
EJ /W45TEWTER/W EN&NEERMW
f FF. PIERCE UTXMES AUTHORITY
SEW� DEIAIL 200602.DWO 206 SOUTH 6. STREET
wu Nm'Lff t"
DR4W?I Br FLOR04 J4"8
AIM IN =S. ff. P&(77?7@5 06-1600
...................................
DATE,
TWO WAY CLEAN -OUTS
TRAFFIC RING & COVER
U.S. FOUNDRY STYLE 170:::�,
OR APPROVED EQU��
6'
SANITARY TEE
4 4 _T2 112
MIN. INLET PIPE
OUTLET LIQUID LEVEL z
PIPE 4- 1 112-
OUTLET SWEEP T
12" MAXIMUM
8" MINIMUN
FROM BOTTOM
I OF TANK.
SECTION 14'
NOTES
1) ALL PIPING SHALL BE A MINIMUM OF 4".
2) PIPING SHALL BE INSTALLED USING A CONCRETE MANHOLE ADAPTER.
3) SANITARY 7" OUTLET SHALL BE INSTALLED 4" INSIDE MANHOLE WALL.
4) TANK SHALL BE A A41NIMUM OF 1000 GALLONS & MAXIMUM OF 1250 GALLONS.
5) TANK MUST BE TRAFFIC BEARING.
6) WALLS & BOTTOM SLABS MINIMUM 4- THICK REINFORCED CONCRETE.
7) TOP SLAB MINIMUM 6- THICK REINFORCED CONCRETE.
8) SECTION SHALL BE JOINED AND SEALED WITH MINIMUM 1-314- -RAM-NEK-
SEALER OR EQUIVALENT TO FORM A WATER TIGHT SEAL.
9) TANK SIZING SHALL BE PER FPUA GREASE TRAP POLICY
STANDARD DETAIL FOR GREASE, OIL, AND SAND INTERCEP
(N. T. S.)
STANDARD DETAIL FOR GREASE,
OIL, AND SAND IMERCEI-TERS S-1
UATE. REVI� I P, I APPD. WATER/WAS7EWATER/rAS ENGINEMNG
I�SILK FILL f FT. POWE MLITES AUTHORITY
EWER DETAIL 200=.DWO m SOUTH, A STREET
FLORYDA 34948
AIM IN =S.: Fr Fl(&AZ 466-1600
Al DATE SHEET
Ac DECEMBER 2007 1 OF I
C 'SF,4LTITE" OR INSERTA-TEE
.WATER PIPE
DDLE OR
OVED EQUAL
NOTE:
1) INSERTA-TEE IS NOT TO BE USED DURING NEW CONSTRUCTION.
WASTEWATER PIPE SADDLE
(M I. S.)
WASTEWATER SERVICE S-8
IAP DETAIL
QATE' I REWSION WATERIVASTEWATER/W ENMEERNG I
mb�&Ul �UWMIW FILL Fr. PIERCE UTILITIES AUTHORITY
JJA# SEWER DEPAIL 200602.DWG 2D6 SOUTH � STREET
FLORIDA 34M
Jim N.T.S. p1j;72 466-f6OO
OfV"VN BY. �E. FT
APPROVED DAM-
JLC DEGSA� 2007
A
X
A
ij i
NOTES:
1) INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS.
2) SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT
INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOWS.
FLOW PATTERNS
FOR INVERT CHANNELS S-1
DATE. REMSION. WARRAWISTENATERIGAS ENGINEERING
UL51UPfLU: FT. FjERcE ufxn7ES AUIWORITY
Jim DETAIL 200=.DW " SOUTTI 6. STREET'
Flj;� 466-1600
ff FLORIDA 34948
�VEU. DATE. SHEET
JLC DEGEWER X07 I OF I
24'x24`XI2" SQUARE 24" 1
RED TO ORA E CLEANOUT FRAME &
W ARE
64S
IN UNPAVE . WIL VER U.S. FOUNDRY 7620
REINFORCED CONCRETE GO
MESH OR APPROVED EQUAL.
6'�-45* P.VC.
8"x6"-45* P.VC.
SECTION
I yi(c
PLAN
6-xlO- INCREASE
P.VC.
PLUG
24)e24"xI2" SQUARE
SLAB POURED TO GRADE
IN UNPAVED AREAS WITH
REINFORCED CONCRETE
MESH
TERMINAL CLEANOUT DETAIL (COMMERCIAL)
(N.T.S.)
MMMMMMM'
TERMINAL CLEANOUT DETAIL
WASTEWATER S-7c
REVISION =71 =11, 71 —APM., AWTER,�AMZIGAS EWNEERM
DESIUMELL G�uftm Flu f FT FIEWE LMUTWS AUTHORITY
lum SEWER DETAIL 200602DWO m SOUTH 6. STREET
�Wff Mr. a FM2 FLORIDA 3"48
IuAi N.T.S. 466-1600
M,
IOATE. SHEET
&C 2 OF J
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SHEET
NUMBER
7A
OF
7
vo
DRYCON DIRECT BUR
LUG BY KIN
INNOVATIO
FINISH GRADE TYLERIUNION
,412T-147510
CONTINUOUS 110 THHN
MULTI STRAND
TRACE WIRE
HALF HITCH
BEHIND EACH
BELL
EIP
jflO THHN MULTI STRAND
- CONDUCTOR COPPER
TRACE WIRE
HALF HITCH ON
EACH SIDE
FINISH GRADE
�� METER
- BRANCH SPLICE AT ALL TEES
FIRE HYDRANTS & SERVICE TAPS
HALF HITCH AT ALL SERVICE TAPS
& EACH END OF ALL FITTINGS
AO —TES., I IV Il�l T
1) TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY UTILITIES ENGINEER
AND SHOWN IN STANDARD DEIAILS.
2) INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE.
3) CONTRACTOR IS RESPONSIBLE FOR CONTINUITY or ALL TRACE WIRE.
TRACE WIR
(N.T.S.)
TRACE WIRE DETAIL M-
I Bn I APPO: mr1pzwslm—TpvG4S ENGNEERM
DESIGNED G�m F� f Fr FIERCE U77LMES AUTHORfrY
Jim MSC MTAJLS 200602.DWO 206 SOUTH 5- STREET
ERC" FLORIDA 34"8
OfAm FT
N5 �Ts
APPROVEZ), DATE. SHEET
JLC DECEMBER 2007 OF I .00�
MECHANICAL JOINT RESTRAINT NOTES
NO :
1) THE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING THE REQUIRED
LENGTH TO BE RESTRAINED BASED UPON THE PROJECT AREA SOIL TYPE,
PROPOSED TRENCH CONDITIONS AND DEPTH, PRESSURE OF 150 PSI, AND A
SAFETY FACTOR OF TWO (2). A DRAWING OF EVERY TYPICAL FITTING
ASSEMBLY WITHIN THE PROJECT SHALL BE SUBMITTED WHICH REFLECTS
THE RESTRAINT DETAIL PROPOSED FOR USE, INCLUDING LENGTH OF PIPE
RESTRAINT.
2) REQUIRED RESTR41NED LENGTH CALCULATIONS SHALL ALSO CONSIDER
THE CONDITIONS OF OTHER BENDS OR FITTINGS THAT WILL BE LOCATED
WITHIN THE CALCULATED RESTRAINED LENGTH (L) OF THE BEND OR FITTING
IN QUESTION.
3) EVERY JOINT OR FITTING MUST BE RESTRAINED ON BOTH SIDES OF THE
BEND AND FOR TEES ALONG THE BEND ALSO.
MECHANICAL JOINT RESTRAINT
NOTES M-4
DATE. I I Or I APPO — WATER TER GAS ENGINEERING
A. DE51GAtO G�mf� fxt f FT. PIERCE UMMES AUMAITY
vm I MISC DETAILS 200802,I)WIT 206 SOUTH 6- STREET
DP,4VW By: FT Pl(ERC` 466-1600
FLORIDA 34948
J)m KtS.
APPROWD. DATE. SHEET
2007 OF' I
FIN SHED MAXIMUM TRENCH WIDTH
GRADE 2 x PIPE DEPTH + W
PLACE AND COMPACT
PER SPECIFICATION 2
W
PIPE O.D. + 24 IN.
MAX WIDTH
12 12 U5 C,
MAX. MAX.
INVERT
R, A I IT- 7 --70%
112 PIPE "O.D.f
HAND PLACED
SELECT MATERIAL
LOWER QUADRANT TO BE
SHAPED TO RECEIVE P,'PE
BELL AND BARREL
NOTES:
1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH
SAFETY ACT.
2) INITIAL BACKFILL SHALL BE HAND PLACED TO 12- ABOVE THE PIPE. SACKFILL
SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF IOOX OF MAX. DENSITY AS
DETERMINED BY AASHT0 METHOD T-99.
TYPICAL TRENCH DETAIL
N.T.S.
TYPICAL TRENCH DETAILS M-
02-06 1 1
DATE. I REVISNOW, i �. APPD, WWM�ATWD4S ENQNi
VESIGNED cwPuTEm flu f 17. PIERCE UIXMES AUTHORITY
A41SC DETAILS 20041 206 SOUTH 6- STREET
- MERC
DRAW BY. lsr�. FT (40 5 FLORIDA 34M
Jim RES 7 465-1600
APPROVED UATE.
&C DECEMBER 2W7 OF I
SEE BELOW-�� fi� Lx- DUC77LE IRON PIPE
7Rw AS NECESSARY
NOTE
PLEASE REFER TO FORT PIERCE UTIL77ES STANDARD SEPERATION STATEMENT FOR
WATER / SEWER CONFLICTS.
UTILITY CROSSING DETAI
N.T.S.
UTILITY CROSSING DETAIL M-T�
RRi BY:- APPD.- WATER,%ASTEfIATER/DAS EMWEERING
A. G�f%,,m "m , FT PIERCE UTILITIES AUTHORITY
MW DETAILS 200602.DWO 206 SOUTH 6- STRi
E FLORIDA 34948
DR41VW BY. SCALE. ff PI(TOC7)
W&I N.T.S. 466-1600
APPROVED DAM SHEET
DECOMER 2007 1 OF- I
FINISH GRADE
SEE NOTE NO. 5
12
INITIAL BACKFILL
EMBEDMEA
SPRING
if
MATERIAL
LINE
v
OF
HAUNCHING
B OD NGbj6 JD�
F(IF IRE
I
FOUNDA77ON
(MAY NOT BE
REQUIRED)
BACKFILLING REQUIREMEN
N.T.S.
NOTES:
1) IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED.
2) 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 94TERIAL 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.
4) INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12- ABOVE THE TOP OF
PIPE. THE SOIL SHALL BE COMPACTED.
5) BACKFILL SHALL BE COMPACTED TO IOOX OF MAX. DENSITY AS PER AASHTO T-99,
TO A POINT 30" BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE. THE FINAL
30" OF BACKFILL SHALL BE COMPACTED To 98% OF MAX. DENSITY AS PER AASHTO
T- 180.
6) DENSITY TEST SHALL BE PREFORMED AT AREAS DETERMINED BY THE UTILITIES
ENGINEER OR PERMIT AGENCY HAVING JURISDIC77ON, AT THE CONTRACTORS EXPENSE.
BACKFILLING REQUIREMENTS M-7
02-06 1
DAM I REWSION I BY. I APPD. WATER ATER /G4S ENOIANZRING
Al DESIGIYED f Fr. PIERCE UNUTIES AUTHORITY
U
7
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7�
wm I Z. Z. (40 466-IMO
SHEETI OF I
LETTERING "WATER' OR 'SEWER" ON COVER
CONC. PAD 24' SQUARE
x 4" THICK IN UNPAVED --N,
AREAS WIREINFORCED
ADJUSTABLE
VALVE BOX & RISER
(IF NECESSARY)
GATE VALVE -
SEE NOTE #2
� .. * 4: , . .
TRACE WIRE
�112- PVC
CONDUIT
INSTALL R.P.M. ON VALVE BOX
LID & 0 EO.P.
TYLERIUNION PART
#12T-147510
FINISHED GRADE
VALVE OPERATOR SHALL
BE NO LONGER THAN
24" EXTENSION
. �j
8
r-THHN MAGNETIC WIRE
MECHANICAL J INT
J NT
C,
RES ITYLIUNION PART
#12T- 147510
�VALVE MARKER7
NOTES:
I
1) BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER
\-INSTALL R.P.M. ON
VALVES AND GREEN RPM FOR WASTEWATER VALVES
VALVE BOX LID &
PAVEMENT EDGE.
0 E.O.P.
2) FOR WATER AND WASTEWATER INSTALLED IN PAVED AREAS,
ENCASE THE MAGNETIC WIRE IN 112- PVC INSIDE THE
VALVE MARKER INM
VALVE BOX FIVE INCHES BELOW GWE.
SIZE
TYPE OF VALVE
3) DIP MAY BE USED AS RISERS ONLY IF A VALVE BOX IS
UTILITY TYPE
NOT MANUFACTURED FOR THAT DEPTH. NO PVC RISERS
# OF TURNS
SHALL BE USED IN ANY CIRCUMSTANCES.
TYPICAL GATE VALVE
& BOX DETAIL
N.T.S.
m
W
11 114', 22 112-
45', OR 90- PEND
L
REDUCER
OFFSET
WYE
L
WL "t
DEAD END VERTICAL END HYDRANT RUNOUT
MECHANICAL JOINT ANCHORING REQUIREMENTS
N.T.S.
MECHANICAL JOINT
r ANCHORING REQUIREMEWS M-3
W-w I ---- 97MW—/WA5MWAMValS ENGINEERING
DATE, REWSM. I fily' I APPD,
DESIGNED comewiLm flu f Fr PIERCE UTILITIES AUTWRffy
lum MSC DEWS 2"02.DWG M SOUTH 6- STREET
DFAM M FLORIDA 34M
wm 15N �Ts. Fr P1(04?007� 466-16W
APPROVW. DATE. S ... ETI
JLC DECE14130? 2007 1 OF I
LENGTH OF JACK & BORE
q ROADWAY
8-
51
MIN.
PLACE EQUIDISTANT EACH SIDE OF ROADWAY CL
INSULATOR SPACING A
Miff,
SLOPE PIPE CASING PIPE * 1
TO ONE END A
(INSTALL BRICK & MORTAR
AT EACH END.
CASING INSULATOR
BY CASCADE WATER
WORKS MANUFACTURIA
COMPANY OR APPROV
EQUAL.
CARRIER A
SECTION A —
CARRIER PIPE, DIA. &
MATERIAL PER PLAN
OR SPECIFICATIONS
STAINLESS STEEL
NUTS & BOLTS
STEEL CASING PIPE
NOTES
1) CASING INSULATORS SHALL BE MADE WITH SPEC14L RUNNER HEIGHTS SO AS NOT
TO INTERFERE WITH PIPE JOINTS.
2) ALL CARRIER PIPES MUST HAVE MECHANICALLY RESTRAINED JOINTS.
3) INSULATOR SPACING SHALL BE AS REQUIRED BY THE MANUFACTURER, HOWEVER,
NO LESS THAN FOUR (4) CASING INSULATORS SHALL BE INSTALLED PER LENGTH
OF PIPE.
4) CASING LENGTH SHALL EXTEND A MMINIMUN OF 8 FEET BEYOND THE EDGE OF
PAVEMENT OR CURBING
JACK & BORE DETAIL
N.T.S.
JACK & BORE DETAIL M-7
E REKSM. I BY. I APAO.- WATER/Wi4STEWATER/CAS ENGINEERING
Al� r DESIGNED G�ltm P� f FT. PIERCE U17LMES AUTHORITY
Jim MISC DETAUS 200602,DWG 206 SOUTH 6- STREET
DRAW gy, SCALE. Fr. P`(EZ07 5 FLORIDA 34M
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FORT PIERCE UTILITIES AUTHORITY
WATER DISTRIBUTION NOTES
1. ALL CONSTRUCTION IVIATERAL, INSTALLA77ON AND TESTING SHALL CONFORM TO THE STANDARD
SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY.
2. WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR C-905,
PRESSURE CLASS 150, OR (18). WATER MAINS WHERE SPECIFIED AS POLYETHYLENE (PE) SHALL CONFORM TO
AWAA C-901 OR C-906, STANDARD CODE DESIGNATION PEJ408, PIPE CLASS 200, DIMENSION RA770 (DR) 17
FOR DIRECT BURY, (DR) I I FOR DIRECTIONAL BORING, AND (DR) 9 FOR 2 INCH AND SMALLER PIPELINES.
J. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANS11AWW4 C151IA21.51
AND SHALL BE PRESSURE CLASS 250 (MINIMUM).
4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR.
THE USE OF IDENTIFICATION TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF M4RKWG
ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE
AND THHN WIRE.
5. FITTINGS SHALL BE DUCTILE IRON CONFORMING TO ANS11AWWA C-1101A21.10, CLASS 250 MIN., CEMENT LINED
AND FACTORY COATED
6. C4TE VALVES SHALL BE MUELLER RESILIENT SEAT, KENNDY KEN -SEAL, AMERICAN, CLOW OR APPROVED
EQUAL. VALVES SHALL CONFORM TO AWWA C-509.
7. WATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND
CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED By
FPUA ENGINEERING AND THE CITY, COUNTY, FOOT IN CASES WHERE PAVED AREAS
FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPAC77ON REQUIREMENTS SHALL NOT BE
LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY
B. NO FIELD CHANGES OR DEVIA77ONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE
FPUA ENGINEER AND CITY/COUNTY/FDOT ENGINEER.
9. THE CONTRACTOR SHALL N077FY FPU4 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.
IT. TRAFFIC CONTROL, BARRICADES, ETC., SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER.
12. MINIMUM COVER SHALL BE J6 INCHES EXCEPT AS APPROVED By THE UTILITIES ENGINEER AND CITY/
COUNTY/FDOT ENGINEER. PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON
OR IN PVC CASING.
13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY
REQUIREMENTS.
14. EXISTING UTIL177ES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR To CONSTRUCTION AND PROTECTED BY
THE CONTRACTOR
15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA
DEPARTMENT OF EN14RONMENTAL PROTEC77ON AND AWWA C-651 FOR DISINFECTION.
WATER DISTRIBUTION WATER DISTRIBUTION
02 NOTES
BY. WA7WWASTEIMATER16AS ENGINMING
BATE. I REVISION. f FT. MERGE FUMMES AUTHORITY
2 DWC
DErAll NOTES 20060 206 SOUTH � STREL7
Tr
Fir �m
DR4WN fry, SCAM Fl. AERC FLOAM4 34948
(407 466-1600
Jim IN.T.S.
APPROVED: D4m. TSHEEr 0
JLC I DEMMER 2007 1 OF 2 '00�
FORT PIERCE UTILITIES AUTHOR17Y
WATER DISTRIBUTION NOTES
CONTINUED
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DR41NAGE.
17. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING
LOG47IONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS� AIR RELE4SE VALVES, AND ANY OTHER
PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED
BY THE U77LITIES ENGINEER.
18, THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE UTILITIES
AUTHORITY ONLY AFTER TES77NG AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE
TAPPING VALVE AND SLEEVE.
19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN MUL77 STRANDED WIRE (BLUE
IN COLOR) AND IDENTIFCA77ON TAPE WITH -WATER- MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP
OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITES AUTHORITY SPECIFICATIONS.
20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES� AS SHOWN, FOR
TESTING. FOLLOWING TESTING AND STERILIZATION OF WATER LINE. CONTRACTOR SHALL PLACE A BRASS PLUG
IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS.
21. MECHANICAL RESTRAINTS TO BE USED ON ALL F17TINGS AND PLACED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS AND FPUA REQUIREMENTS.
22. ALL MAINS SHALL BE TESTED AT A A41NIMUM OF 150 PSI. TES77NG METHODS SHALL CONFORM TO
AWWA C-600. - 2 HR MINIMUM TEST
M6EJ 112
L=
148.000
L=
LEAKAGE IN GPH
S=
LENGTH OF PIPE IN FEET
D=
PIPE DIAMETER IN INCHES
P=
TES77NG PRESSURE IN PSI
2J. PRIOR TO ANY TESTING, ALL MAINS 6- IN DIA. AND LARGER SHALL HAVE A LINE SIZE SWAB PASSED
THRU THE EN77RE LENGTH Or THE LINE. NOTE: SWAB SHOULD BE PLACED IN Ist. JOINT OF NEW LINE.
END OF MAIN SHOULD BE "TURNED UP" AT 45X AND EXTENDED SO THAT SWABBING AND A FULL BORE
FLUSH CAN BE ACCOMPLISHED. BLOW -OFF ASSY CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS
WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED.
24. A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPERATION SHALL BE MAIINTAINED
BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VER77CAL SEPARATION
IF WATER MAIN IS OVER WASTEWATER AND 12 INCHES IF WATER MAIN IS UNDER SHALL BE
MAINTAINED BETWEEN THE WATER U41N 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. SUMCIENT LENCHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION
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.
25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAW PIPE, A MINIMUM OF 6 INCHES OF
VERTIC4L 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 WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS.
WATER DISTRIBUTION WATER DISTRIBUTION
NOTES
QATE- I REWSM. I SY. I APM. NATERIMSTEWATER140 ENGINEERING
�Umm pru f F7. FIERCE UTILMES AUTHORITY
A, �jjm Z 5 FLOMEA J*W
DEFNL NOTES 20OW2.DM 20 SOUTH 6- STRaT
DR4WN UK
Jim N.TS' a fq(M4O:7 466-1600
04TE, SHEE'F
DECEMBER 2007 r 2 OF 2 ..100�
FORT PIERCE UTILITIES AUTHORITY WASTEWATER CQNSTRUCTION NO
1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD
SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY.
2. GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SDR-26, GREEN OR WHITE IN COLOR.
GRAVITY SEWER MAIN SHALL HAVE LOCATOR TAPE WITH "SEWER" MARKED ON TAPE
AND SHALL CONFORM TO ASTM D-3034.
3. THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR
COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE
A FIRM AND SUITABLE MANHOLE BASE FOUNDATION.
4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN
AND CONSTRUCTION STANDARDS. THE CONTR4CTOR SHALL SUBMIT CER77FIED DENSITY TESTS AS
REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED
AREAS FALL WITHIN THE JURISDIC77ON OF LOCAL OR STATE AGENCIES, THE COMPAC77ON REQUIRE-
MENTS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE
AGENCY.
5. A 1% MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATER4LS.
6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSISITING
OF PIPE SIZES, LOCATION OF SERVICE TEE WYES, DIAMETER OF SERVICES, LOCATION OF
ANY FITTINGS, FINAL RIM AND INVERT ELEVA77ON OF ALL MANHOLES AND ANY OTHER PERTINENT
INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT
7 M41NTAIN SIX FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS
AND SEWER MAINS AS A MINIMUM.
8. WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS
UNDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERTICAL DISTANCE OF 12 INCHES BETWEEN
THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER
POSSIBLE. WHERE THIS MINIMUM SEPARATION 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 DUC77LE IRON PIPE
(DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM
SEPARATION 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
COUN7`Y/FDOT SHALL BE MANDATORY PRIOR To THE COMMENCEMENT OF CONSTRUCTION.
10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL
FPUAICITY/COUNTY/FDOT ENGINEER,
11. TRAFFIC CONTROL, a4RRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT
OF TRANSPORTA77ON STANDARDS.
12. CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES 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. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR.
15. FIT17NGS SHALL BE DUC71LE IRON, CONFORMING TO ANSIIAWWA C-11OIA21-10 CLASS 250 MIN.
AND INTERIOR EPDXY COATED.
le. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN
WIRE (GREEN IN COLOR) PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR
TAPE MARKED "SEWER" ON TAPE IN ACCORDANCE WITH FOLIA SPECIFICATIONS.
17. MINIMUM COVER SHALL BE J6 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL
REQUIRE PRIOR APPROVAL OF THE UTILITES ENGINEER AND SHALL BE CONSTRUCTED OF DUC77LE
IRON PIPE
18. EACH SERVICE LATERAL WILL BE MARKED WITH 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 WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS.
WASTEWATER CONSTRUCTION NOTES WASTEWATER
FPUA REQUIREMENTS
�2& 06 1 CONSTRUCTION NOTES)
TE. HATER/WASTEIIATERICAS ENGINEERING
I A DESIGNED �uItm H� f FT PIERCE UTILITIES AUTHORITY
DEMIL NOTES �.QWO 206 SOUTH 6' STREET
FLORIDA 34M
DR4WW fly, SGAi E.' FT PIW7&) 466-1600
Jim N.Ta _T_
APPROVED a4TE. SHEET
JLC DECEMBER 2007 1 OF I
STANDARD SEPERATION STATEMENT E0
WATER / SEWER CONFLIC
1. SANITARY SEWER, FORCE MAINS, AND STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER
POSSIBLE. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID
To PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES, PREFER4BLY 12 INCHES BETWEEN THE INVERT OF THE
UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHEN ABOVE, AND AT LEAST 12 INCHES OF SEPER47ION WHEN
THE WATER MAIN IS BELOW.
WHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST CROSS A WATER MAIN LESS THAN 6 INCHES
VERTICAL DISTANCE, BOTH THE SEWER AND WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT
THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO
PROVIDE A MINIMUM SEPARA77ON OF 10 FEET BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20
FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED
&L CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE
EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). AT SUCH CROSSINGS PIPES
SHALL BE ARR4NGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN
VACUUM-TYpE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE M4WS, OR PIPELINES CONVEYING
RECLAIMED WATER REGULATED UNDER PART 81 OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL
JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING
RECLAIMED WATER NOT REGULATED UNDER PART /I/ OF CHAPTER 62-610, FA.C.
WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 6 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 3-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF STORM SEWER AND
WATER MAIN IN PARALLEL INSTALLA77ONS WHENEVER POSSIBLE.
A MINIMUM 3-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN
VACUUM TYPE SANITARY SEWER AND WATER MAIN IN PARALLEL INSTALLA77ONS WHENEVER POSSIBLE
A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE M41NTAINED BETWEEN "ONSITE SEWAGE TREATMENT AND
DISPOSAL SYSTEM" AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE
m
A MINIMUM 6-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPAR477ON SHALL BE MAINTAINED BETWEEN GRAVITY
OR PRESSURE TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER AND
WATER M4W IN PARALLEL INSTALLA77ONS WHENEVER POSSIBLE. THE MINIMUM HORIZONTAL SEPERATION DISTANCE
BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO 3 FOOT WHERE THE BOTTOM
OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER
IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER M4W 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 ELEVA77ON THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 6 INCHES ABOVE THE
TOP OF THE SEWER.
WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 6 INCHES IN PARALLEL INSTALLATIONS. THE
WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAW SHALL BE CONSTRUCTED OF
DIP (EXCEPT STORM SEWER) WITH A MINIMUM VER77CAL DISTANCE OF 6 INCHES. THE WATER M4W SHOULD ALWAYS
BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM
JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
J. ALL DIP SHALL BE PRESSURE CLASS 250 MIN.. ADEQUATE PROTECTIVE MEASURES AC41NST CORROSION SHALL
BE USED AS DETERMINED BY THE DESIGN ENGINEER.
STANDARD SEPARATION STATEMENT
FOR WATERISEWER CONFLICT FPt4JA
I WATERISEWE CONFLICT
DATE. I IV. 1 APPM WATERIWASFEWTERIZAS ENGINEERING I
DESIGNED W�mm nu f ff PIERCE UTILITIES AUTHORITY
DUAIL NOTES 200502.DWO 206 SOUTH � STREET
DRAWN By, FT. Pl(ERCE 466-1600
jjA4 Mrs. 407; FLORIDA J4948
APPRMW a4TE- SHEET
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NUMBER
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OF
7
WG30 & WG30H
WG50 & WG50H
WG75H
Grinder Purrillill"1111111115%
F0
HIGH CAPACITY
GRINDER PUMP
WIG
1380OA876
C".
52001246
INSTALLATION AND SERVICING
INSTRUCTIONS FOR MYERS
WG76HvWG50, WG50H, WG30 AND
WG30H GRINDER PUMPS
3, 5 AND 71/2HORSEPOWER
3450 RPM
HIGH HEAD
GRINDER PUMP
WGH
52001300
CHECK LIST IF PUMP DOES NOT Readings should be taken with line leads
OPERATE PROPERLY disconnected f rom terminal strip.
CHECKING FOR MOISTURE IN MOTOR- Use
ohmmeter and set on highest scale. Readings RESISTANCE OF WINDINGS - Every motor
on the large power cord between any of the winding has a f ixed resistance and winding
conductors red, black, white.to green con- must check close to the values given below to
ductor or motor shell should be more than operate properly. This winding resistance
500,000 ohms. Motor probably will run with a also shows if motor is connected forvoltage
lower reading, but if pump is out of service and being used.
readigg is below 500,000 ohms the motor
housing and staftor should be removed and Use ohmmeter for this test and set on scale to
baked in a drying oven at 220'F. To be serviced read directly in ohms.
only at authorized service station.
TROUBLE CHECK LIST -Troubles listed are These will be listed with the control box
generally caused by the pump. Other trouble instructions.
can occurfrom faulty control box operation.
CONDITION PROBABLE CAUSE
Pump runs but does not pu mp liquid I rom 1 - Pu mp impeller may be air locked, this
basi In. occasionally occurs on a new installation,
Start and stop pump several times to purge
air.
2. Run additional water into basin so that
pump will be submerged deeper to clear
ai r.
3. If pump is three phase, rotation may be
wrong. See instructions for checking
proper rotation.
4. If air does not clear it may be necessary to
lift pump out of sealing elbow and start
motorto allow pump to pump for a few
seconds.
Airvent hole is providedin pump case, so
some water will flow from this hole when
pump is operating. If vent hole gets
clogged clean out.
5. If pump has been installed for some time
and does not pump, it may be clogged at
grinder inlet.
6. Discharge gate valve may be closed.
7. Discharge check valve maybe clogged or
have a broken clapper.
8. Discharge head may be too high, Check
elevation. Maxi mum pu mp head at zero
f low is shown on pump I rve sheet.
9. If above checks do not locate trouble,
motor rotor may be loose on shaft which
allows motor to run but will not turn
impeller or only at low RPM.
5200/297
PUMP MODELS -The 3, 5, and 71/2 HP
grinder pumps are made in two models. The
WG50 and WG30-5 and 3 HP units are for
high capacities at medium head conditions.
(See curve sheets Page 304.) The WG75H,
WG50H, and WG30H-71/2, 5, and 3 HP units
are for lower capacities at higher heads. (See
curve sheet Page 304.) Both series are made
for single phase 230 volts and three phase for
200, 230, 460 and 575 volts. (See Fig. 1 and
Fig. 2 for pump construction.)
PACKAGING -Each pump with 25 ft. of
power and control cable is packed in card-
board carton with wooden support base.
Catalog number and engineering number
are labeled on the carton.
INSTRUCTIONS -These instructions cover
only the pump unit. Other instructions for lift
out rail system and electrical controls are
included with those items. Complete dis-
assembly instructions are furnished only to
authorized service stations.
CAUTION - PUM P IS NOT TO BE
DISASSEMBLED IN THE FIELD EXCEPT AT
CERTIFIED SERVICE STATIONS OR AT
MYERS FACTORY WARRANTY IS VOID IF
PUMP IS TAKEN APART FOR ANY REASON
EXCEPT TO REPLACE GRINDER IMPELLER
AND GRINDER RING WHICH IS COVERED IN
THESE INSTRUCTIONS.
DESCRIPTION OF PUMP- Fig. 1 and Fig. 2
are cut -away drawings of pump showing both
high capacity and high head types. All motor
components except shaft are the same on
both series.
These pumps are designed for the rugged
service of grinding and pumping commercial
and industrial sewage. They are not intended
for pumping heavyslurries or liquids
containing abrasives or corrosive elements.
Three phase motors are generally used for
commercial and industrial service but single
phase motors are available where 3 phase
Control Cord
Power Cord
Control Cord
#10/5
STO or 80 Insulation
#1815
#10/4
PodGd-In Lead Wir
Rubber-ccrd Seal
Potted In Lead Wires
and Grip
All Fasteners
All Fasteners
Stainless Steel
Connection
Stainless Steel
Compartment
"all a Top
Ball Bearings
and =Oil
Stator Winding
Oil Lubricated
Lubricated
Submerged in Oil
Motor Housing
Motor Housing
Cast Iron
Cast Iron
Stainless St"I
and
All I.,, Parts
MPU.'f1pr Shaft
All Iran Parts
Coated Inside and Out
Coated Inside and Out
with Bakird�on
Mechanical Shaft
with Balked�n
Epoxy Paint
Seals Carbon
Epoxy Paint
and Ceramic Faces
Seal Chamber
Oil Filled
Seal Chamber
Oil Filled
Electrode to Sense
Support Sleeve
Seal Failure
Searn&Prevents
SM flection
Due to Radial
Load from
from Side Load of
Grinder Impeller
Grinder Impeller
impeller
Pum
Pump Impeller
a
Cairtilroosse
Bronze
Grinder m3eller
Hardened tainless,
Shaft Locking Screw Steel Shaft Locking Screw
FIG. 1
1380GA876
5200/301
TROUBLE CHECK LIST (Con't)
Power Cord
STO or SO Insulation
#10A
Rubber Cord Sea]
and Grip
Connection
Compartment
Stator Winding
Submerged in Oil
Stainless Steel
and
Shaft
Mechanical Shaft
Electrode to Sense
sea[ Failure
Pump Case
Cast Iron
Shredding Ring
Hardened
Stainless Steel
Grin ME or
H.ndt'ad sinless Steel
FIG. 2
CONDITION PROBABLECAUSE,
Red light comes on at control box. This indicates some water has leaked past the
lower seal and has entered the seal chamber
and made contact with the electrode probe.
Pump must be removed f rom basin within
approximately two (2) weeks f or replacement
of lower seal. This preventative repair wi It save
an expensive motor.
Overload trips at control box and alarm buzzer 1 . Push in an red reset button to reset
or f lashi ng red light comes on due to high overload. If overload trips again after short
water level in basin. run, pump has some damage and must be
removed from basin for checking.
2. Trouble may be from clogged grinder
causing motor to overload or could be
from failed motor.
3. Trouble may be from faulty component in
control box. Always check control box
before removing pump.
Yellow run light stays on continuously.
1380OA876 13BODA876
1 . Indicates H-0-A switch may be i n the hand
position.
2. Level control switch may have failed
causing pump to continue to operate when
water is below lower weight, or lower
weight may have dropped off.
1
3. Grinder assembly may be partially clogged
causing pump to operate at very reduced
capacity.
4. Gate valve or check valve may be clogged
causingL low pu I p flow.
5. Pump may be air logged.
5200/298
cannot be obtained especially in rural areas.
range. Heat sensor trips at 2000F. Additional
Transformers must be large enough to
overload heaters are used in the control box to
maintain f ull voltage for single phase. Low
trip under overload conditions,
voltage on large single phase motors can,
cause considerable trouble and mi are
not guaranteed to operate on low voltage.
MOTOR CORDS- Each pump motor has two
All single phase motors must have special
cords, one large power cord and one smal I
electrical control box furnished by Myers.
control cord.
INSTALLING SINGLE PHASE MOTORS
Both cords are the same for single and three
WITH CONTROLS OTHER THAN MYERS
phase. The power cord is a 4 conductor type
VOIDS WARRANTY.
with ST or SO 600 volt insulation. The wires are
Pump motor chamber and seal chamber are
color coded blue, black, red and green. For 3
oil filled for long life and best heat transfer.
phase the blue, black and red lines are power
lines and the green is ground. For single phase
The seal chamber is provided with an
the black and blue lines are power and the red
electrode to give signal to control painel if
is for start winding and the green is ground. All
cords are CSA and U L approved.
water enters the seal chamber due to worn or
faulty lower seal.
Any three phase motor can be reversed by
Motor is provided with a heat sensor that
interchanging any two line leads. Single phase
automatically stops motor if overheating
motor is single rotation only. Correct motor
occurs for any reason. This sensor resets as
rotation is counterclockwise when looking at
soon as motor temperature drops to safe
the gri rider end of pump.
Guide Support
Bracket
Slide Rails
GaIv. Pipe
Pump Support Pipe
Galv.
Check Valve and
Sealing Casting
Discharge Pipe
GaIv. or Plastic
All Iron Parts
Coated Inside and
Out with aaked-on
Epoxy Paint
FIG. 3
Lifting Chain
support
Conduit Fitting
Galy.
Grinder Pump
Unit
Pump Seal and
Discharge Casting
1380OA876
I I WYFS FaMP
TROUBLE CHECK LIST (Con't)
CONDITION PROBABLECAUSE
Circuit breaker trips. 1 . Reset breaker by pushing clear down on
handle then back to on position. If breaker
trips again in few seconds it indicates
excessive load probably caused by a short
in the motor or control box. Check out
instructions given with control box before
pulling pump.
2. If this condition happens after an electrical
storm, motor or control box may be
damaged by lightning.
3. Resistance reading of the motor with lead
wires disconnected from the control box
can determine if trouble is in motor or
control box.
5200/299
The control cord is a 5 conductor type with ST
STARTING PUMP AFTER INSTALLING IN
or SO 600 volt insulation. The black and white
SUMP BASIN - If pump is 3 phase pump
leads connect to heat sensor and the red
rotation must be checked. Before lowering
conductors connect to sea[ failure, green is
pump into basin connect power lines and
ground.
start motor using H-O-A switch in the hand
All green ground wires connect to screw
position. Grinder impeller should turn coun-
terclockwise when looking at grinder impeller.
terminal in motor connection housing and to
If rotation is wrong interchange any,two line
grounding bar in electrical control box.
leads at control box
IMPORTANT - These ground wires must be
CAUTION - keep hands completely away
connected in control box to grounding bar that
from grinder impeller when making this check.
is connected to a good outside ground. II
TOR IS NOT SAFE UNLESS GROUNDED.
Disconnect line leads from panel and mark
INSTALLING PUMP IN SUMP - These pumps
wires so they can be reconnected in same
manner as used for test.
re usually installed in concrete or fiberglass
basins with the lift -out rail system. Fig. 3
THREE PHASE CONTROL BOX - Any
shows pump mounted on the rail system.
suitable three phase control equipment can
Instructions for installing rail system is fur-
be used for simplex or duplex operation.
nished with rail package.
These control boxes are also available from
If pump is not installed with lift -out rail system
Myers. If other than Myers box is used over -
load heaters must be selected in accordance
it must be properly supported to discharge
with full load amp ratings given in this instruc-
pipe so that space is provided under pump for
tion booklet.
entrance of sewage. Pump inlet should not be
closer than 5 inches from bottom of sump.
SINGLE PHASE CONTROL BOX - Single
It is not generally desirable to install these
phase pumps must use the Myers control box.
pumps without the rail system except on
Warranty is void if other than Myers single
special O.E.M. packaged systems.
phase control box is used.
MAXIMUM AMP & WINniNQ RESISTANCE VALUES
WINDING RESISTANCE
IN OHMS
BLACK
BLACK
RED TO
MAX.
MODEL
HP
SPEED
VOLTS
PHASE
TO WHITE
TO RED
WHITE
AMPS
WG30-21
3
3450
230
1
.47
3.14
3.61
36
WG30-03
3
3450
200
3
.70
.72
.72
20.5
WG30-23
3
3450
230
3
.72
.72
.72
17.8
WG30-43
3
3450
460
3
2.9
2.9
2.9
8.9
WG30-53
3
3450
575
3
6.5
6.5
6.5
7
WG50-21
5
3450
230
1
.47
3.14
3.61
43
WG50-03
5
3460
200
3
.72
.72
.72
28.5
WGSO-23
5
3460
230
3
.72
. '72
.72
24.8
WGSO-43
5
3450
460
3
2.9
2.9
2.9
12.4
WG50-53
5
3450
575
3
6.5
6.5
6.5
9.9
WG30H-21
3
3450
230
1
.78
5.15
5.91
21
WG30H-03
3
3450
200
3
1.48
1.48
1.48
is
WG30H-23
3
3450
230
3
.98
.98
.96
13
WG30H-43
3
3450
460
3
3.9
3.9
3.9
6.5
WG30H-53
3
3460
575
3
11.4
11.4
11.4
5.2
WGSOH-21
5
3450
230
1
.47
3.14
3.61
32
WG50H-03
5
3450
200
3
J2
.72
72
21.6
WGSOH-23
5
3450
230
3
.72
.72
.72
18.8
WG50H-43
5
3450
460
3
as
2.9
2.9
9A
WGSOH-53
5
3450
576
3
6 .5
6.5
6.5
7.5
WG75H.03
71/2
3460
200
.72
.72
.72
25.13
WG75R-23
71/2
3460
230
3
. 72
.72
.72
22.4
WG75H-43
Th
3450
460
a
2 .9
2�9
2.9
11.2
WG75H-53
1 792
1 3450
1 675
a
6.5
6.5
6.5
9
R MP (1111dinfill &(a higher than 110i R Indicates volatile may be higher or kawax than nomnal or that W" grwdw my to cftw with cash Clue" extra isaid an mow.
138GOA876
Kil
PUMP NFORIMAT�ON TABLE
Pump
Type
'A' G5 0 H - 5 H P
Pump
�mpeHer
5 1/2 inch
Pump is noisy and pump rate is low. 1. Grinder assembly may be partially clogged
with some foreign objects causing noise
and overload on the motor.
2. Grinder impeller may be rubbing on
grinder ring due to bent shaft or
misalignment.
Grease and solids have accumulated around 1 . Lower weight of level switch may be set too
pu mp and will not pump out of basin. high. Set bottom of lower weight even with
bottom of inlet f lange to grinder.
2. Run pu mp on hand operation for several
minutes with small amount of water
running into basin to clean out solids and
grease. This allows pump to break suction
and surge which will break up the solids.
If level switch lower weight is set properly
this condition generally will not occur.
3. Trash may have accumulated around lower NOT VALID WITHCUT �THE SIGNATURE AND THE
weight causing pump to turn off too soon. ORIGINAL RAISIED, SEAL OF 4, FLORIDA
Clean trash from weight and suspension LICENSED ENCINE�,�
cable.
RALPH D, DE LJZZIO P.E.
L
1380CA876 FLORIDA REG TRATION N 21785
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52001303
REPLACING GRINDER IMPELLER
If impeller cannot be loosened it will be
AND GRINDER SHREDDING RING
necessary to take unit to service station for
service. DON'T CONTINUE TO POUND ON
This is the only disassembly operation allowed
IMPELLER AS IMPELLER AND SHAFT
in the field. All other repair must be done at
CAN BE DAMAGED.
factory or at authorized service station.
5. It impeller comes off easily clean up and
STANDARD TOOLS REOUIRED:
replace if worn.
1 . Allen head socket set.
6. Be sure pump impeller has not loosened
2. Standard socket wrench set.
when grinder impeller is removed. This can
3. Set of open end wrenches.
be checked on reassembly of grinder
4. Plastic hammer.
impeller and shredding ring, Tips of
5. Vise Grip pliers.
impeller cuttervanes should extend about
6. Large screwdriver %" wide blade. Heavy
'A" below bottom of shredding ring. If more
handle.
than 1/8" extends below ring it means pump
7. Wire brush.
impeller has loosened. See sectional
8. Three cornered file.
drawing Fig. 1 or Fig, 2.
9. Several smaller screwdrivers.
Remove grinder impeller and ring as
described above and remove bolts f rom
IMPORTANT- Pump should be thoroughly
pump case and remove case. Use back off
cleaned of trash and deposits before starting
screws in motor mounting plate to pry
disassembly operations.
loose f rom pump case.
CAUTION - DISCONNECT ALL POWER AND
7. After case is removed wrap emery paper
CONTROL WIRES TO MOTOR AT CONTROL
around shaft and hold with vise grip pliers.
PANEL BEFORE STARTING DISASSEMBLY
Use cloth on impeller and screw up against
OPERATIONS. NEVER RELY ON OPENING
shoulder. Now pump can be re -assembled.
CIRCUIT BREAKER ONLY.
8. Clean all threads with wi re brush and file
DISASSEMBLY OF SHREDDING RING
� smooth any threads that may be nicked.
AND IMPELLER
9. Use Never-Seeze or other graphite
compound on threads before replacing
1. Remove screwsfrom holding ring and
grinder impeller.
remove ring.
10. Be sure cap screw in bottom of shaft is
2. Use two screwdrivers, one each on
tight. Hold impeller with screwdriver .
opposite side of ring and pry on snap ring
between cutter bar and teeth of shredding
that holds shredding ring in place. Remove
ring while tightening cap screw.
shredding ring.
11. Be sure impellerturns free by hand after
3. Hold impeller by prying against impeller
reassembly. Some drag will occur due to
cutting bar and remove cap screw from
seals but there should be no binding or
end of shaft.
tight spots when turning the grinder
impeller.
4. Use large screwdriver in slot in end of shaft
and bump on cutter vane with plastic
12. ALWAYS use a rag on the impellers when
hammer. Bump in counterclockwise
turning to prevent cutting hands on the
direction as thread is right hand. It may
sharp corners of shredding ring.
take several bumps to loosen impeller.
I
1380OA876
DISCHARGE PIPINC
WET WELL
(PER DETAIL L-5'
A 2" DRAI
t.
,ONNECTION
)ETAlt L-5)
A
.J
RCE MAIN
4" GATE VALVE/ 4"X 61-�-
��Uu� -LHtUK V.A�Vl I
97 REDUCER, IF
NECESSARY FOR 6"
DISCHARGE PIPING.
NOTES7 FLA N
1. �OP STAB 'NOT SHOWN FOR CLARITY
2. VALVES, PIPES, & FITTINGS ALL 4" I.D. OR LARGER FOR
DISCHARGE PIPING. (AS PE? SECTPONS 02600 R, 02732)
3. ALL INTERIOR PIPING SHALL BE COAT-D WITH FUSION BONDED EPDXY
PER SECTION 02735, NO. 2.05(C). NUTS SHALL N 07 BE COATED.
ALUMINUM COVER
(MIN. 36" X 50")
ELEV. A
MALE ADAPTER
WITH DUST CAP
CHECK VALVE---,_., GATE VALVES
SPOOL�- 1" SS SADDLE WITH
CORPORATION STOP
WALL CONNECTION---�, PRESSURE GAU F
2 PIPE @ .02 SLOP GROUT FILLET 2'-0"
P 0 D IN
2 " CLR-.�
3" CLR.A 2" GATT
VALVE WITH REQUIRED EXTENSION
AND VALVE BOX EQUALLY SPACED
BETWEEN THE VALVE PIT AND WET WELL
SECTION A -A
TOTAL
HEAD
IN
Met.� Feet
100
30
90
25 80
70
20
15 so
10 3C
- pump performance curves
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OMEMMMMEMMMMMMM
4U OU 120 160 2DO U Sr GA[Ion&
300 500 7DO Lit...
FLOW PER MINUTE
MINIM pump performance curves
TOTAL
HEAD
IN
Meters I F
0j
Mmllwu Imam .6
immoommommomommmmusLAmm MIMENE
so 100 1;0 200 250 3�0 350 400 Liters
FLOW PER MINUTE
5200/304
5200/305
WIRING DIAGRAMS
1380OA876
1380OA876
5200/308
CONNECTION BOX, SIMPLEX GRINDER SYSTEM, ALC SWITCH AND FLC
ALARM CONTROLS
FIG. 10
ALC-15
LEVEL CONTROL
FLC
ALARM CORD
16-2
GRINDER
POWER CORD
14-4 OR 10-4
CONNECT TO GROUND BAR
-GAGE DEPENDS ON HORSEPOWER OF PUMP.
1380OA876
litimpuktatil
Erg -Ties
go
91116k,111.1101
go,
SEE
lrolel2ki.101
Ims
117-01 ffl
MOTOR
QR ELECTRODES STATOR
a
2.30 VOLT-SINGLr Pd&�L
MZ aLECTRODF5 AfIlift R
460 VOLT -THREE PHASE
DIMENSIONAL DIAGRAMS
WG50 GRINDER PUMP
on
WG30 GRINDER PUMP
It
9k.j �,6 F
JV-"-2 j DIA.
FLANGE 09LLED FOR
2 1/2 SM. PIPE FLANGE
MOTOR
ELECTRODES STATOR
WG75H GRINDER PUMP
on
WG50H GRINDER PUMP
OR
WG30H GRINDER PUMP
5 #-.
941-
6 -
2
CONNECTION BOX, SIMPLEX GRINDER SYSTEM, FLCW 3 BALL CONTROL
FIG. 11
- �:Slw
FUCW
ALARM COAD
16-9
F1
LOW LE
CUT-OFF SWII
I
13800AS76 11/01
Printed In U.S.&
CONNECT TO GROUND BAR
GRINDER
W
14-4 OR 10-4
'*GAGE DEPENDS ON HORSEPOWER OF PUMP
F E. Myers, 1101 Myers Parkway, Ashland, OH 44805-1969
419-289-1144, FAX: 419-289-W58, wwwJ11MYOrs,001111
WWI Myere (Oanada), It% Trilliurn 06", Kitchener, Ontario N2G 4W5
Pentak Puri Creep 619-746-5470, FAX; 519-746-2553
ALUMINUM COVE� NIN. 36"X 48" (6' DIAMETER)
MIN, 36"X 60" (8' DIAMETER)
STAINLESS STEEL
CABLE HOLDER
STAINLESS STEEL
GUIDE BAR BRACKET
FINISHED GRADE 6"± 21.70'
ELEV. A
BELOW TOP OF
ii, ?C, 'Fe". IN
To, I 6, T-
6' OR 8' I.E. PRECAST
ASTM C-478 W/AMERON
WALL CONNECTION
"T-LOCK" LINING OR
DISCHARGE PIP
APPRIVED EQUAL.
PER DETAIL L-5
(SEE NOTE 2)
�--SENSOR
CABLES
316 STAINLESS STEEL�
5/16" CHAIN
5
2" PIPE AT
CABLE
-t
.02 SLOPE
POWER
6"UIN.
TO CHECK
VALVE PIT
PVC INFLUENT INV
--4x4x�4 S.S ANGLE
12.00' ALARM ON
SUPPORT
ELEV, 8
(SEE DETAIL L-2A)
12" MIN.
LAG PUMP ON 1 G, 10'
A P FUSION
-
E�LEVC
7
DISCHARGE PIPING
LEAD PUMP ON 9.10'
-
STAINLESS STEEL
EI--
'Ev D
GUIDE BAR WITH
INTERMEDIATE SUPPORT
PUMP OFF 8.20'
FLANGE TO MATCH
7 F V. E
1.0
DISCHARGE HEAD
GROUT FILLET�
1.75
DISCHARGE HEAD
FLEV. F 7.70'
ELEV. G
6 " MIN.
7" CLR.
. 1 -4 MIN
ELEV. H
a a a a,
3
I 1 4 "SQ.
(8' DIAM-g,
DI
314" STONE
91-4"SQ� (6'
DIAMETER
MONOLITHIC CONCRETE POUR.
NOTES:
1. ALL INTERIOR CONCRETE SURFACES OF
WT WELL NOT COVERED WITH
AMERON "T-LOCK" SHALL HAVE 2 CIOA-S OF COAL TAR EPDXY IN INSTANCES WHE.RF
FFUA ENGINEERING DIRECTS.
2. "T-LOCK" OR AFPROVED EQUAL SHALL
ALSO 87 REQUIRED ON THE
INTERIOR OF THE TOP SLA3.
3. TRIPLEX MASTER LIFT STATIONS SHALL
HAVE 12* DIAMETER W7TWELL.
4. MINIMUM SIZE DISCHARGE PIPING SHALL
13F AS FOLLOWS: 4" FOR 6' DA WETWELL,
6" FOR 8' DIA WFTWFLL, AND 8" FOR 12'
DIA WETWELL.
5. STRUCTURAL DESIGN- PER MANUFACTURERS SHOP DRAWINGS.
6. FLOTATION PER DESIGN ENGINEER,
�,t4/ET `VVELL INFORMATION TABLE
WET
WELL DES�G-N
ELEVAT�ON
,op
of top s�ob
21.70'
rovd
Eff �uent
Invert
18.00
novd
�nf I uent Invert
1 /2.00
ngvd
High
Water Ak-rm
1 1 . 10'
ngvd
Log
Pump "o-�"
10, 10'
ncvd
C
Pump "on
9. 10
rovd
Top
of Bottom S�ab
7�70'
ngvd
NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED ENGINEER
G/
E� -
P H D-� UZZIO
RALPH D, DENUZZ11 P. F.
FLORIDA REGISTRATI N NO. 217 5
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Luminalre Schedule
Project: All Projects
Symbol
I Qty
Label
Arrangement
Lumens
LLF
Description
-E]
12
A
SINGLE
36000
0.800
GARDCO GS4X4M MOUNTED AT 25'
E]
6
B
SINGLE
20500
0.800
DAYBRITE CLS250M MTD AT 20'
-E]
1
A -HISS
SINGLE
36000
0.800
GARDCO GS4X4M-HSS MOUNTED AT 251
Notes: Job�
Type:
F 02"' R M 10 S Q U A R E
EH/H/2"IT ARM mm""OuNT
GENERAL DESCRIPTION: The Gardco armi-nownlied Square Forrn 10 products are sharp mlolff luminaires for high intensity discharge lamps Lip to IM
walts. The EH units are manufactured firom,"ifered exlrL;dLd ilionninum, and finished in an Archlilectural Class I anodizing. The H and FIT style luminaires
are- dieftitmed aturninum, with a thermoset pj�yesior finish. Both products can accept one of eight (8� infiefchargeable and rotatabie precision segmented
optical systems.
MEFIX CONFIGURATION DIMIDUTION WATTAGE VOLTAGE rINISH OPTIONS
'Ereiii,rti,'e ofd�. _xt. Erk ��'p 4pmralp WX all"aVe. Wini: Gakyto taaelr�-os Ire vQhi lo raluslia wrNpralm. Ka! all antirial0a;' inij ate �'Ad'
Rex-f i, zelo ta I Div rof enasims a �ld hr; I a ticxe. i'a ir,� "-iorn Qw pie a so misu�'. I ns� k�ixiry.
EH14
14" Square Extruded Luminaire
EHI 9
19' Square Extruded Lurnmaina
1414
14" Square Fabricated Luminairs
His
19' Square Fabricated Luminaire
HT1 9
19' Tall Square Fabricated Luminalre
H26
18" Square Fabricated Luminaire
yonor'040AW
I
Type 1
3
Type III
4X
Type IV
FM
Type IV
0
Type V
120 240 347
208 277 480
_ftrftRLW'W
VS Type v
14" 1121.1d fl�' =0*1 �11 !" wllxl�'
le
FC3V' Full Cutoff Type III
FCVS* Full Cutoff Type V
'Wli "
la,"
JX
QUAD
na'lr�e'� ;7
I Single Assembly
2 T�lurin Assembly
2490 ToOn Assembly at 90r'
3 Triple at 9(r
30120 Triple at 1204
4 Quad Assembly
4
iT
1114
-11
Mr-
9a.'�
* nitw,'�zlv
100MH
250MH
1000MKLi�
10000
150"I'll
40OMH
17511114
750PS1,11'r,
750PSM1,11,
200k4fil
250plamm,
l000psmm"�'
100"I'll
M. Milt
320PSMW
r �fl37"�MW
sapsmll
750M
750HPS
175PSMWI
4009SMH'
imlips
456psmW
100HPs
F� ?"'o:W.iM 4 4X
Isomps; 260HP5
400HPS
HPS
Far law Aforal 040dii, ym
fti?Ad
venture
0702 Ms1000W%W1`WT3??Ui
12,$,
I&M MyRlomwerq7
*rlum
15332 M#GWWP�uarJ7
For I M
put" Sfan, user
RIM4
&VAW-0wila QAahPS_kW_bW
G.E'
Iwo VVRIOMIARWIPA
vmruro
49111 "Sf0MWWoAT2s`P8
WARMNO',' 0" *? othw lamps mid$ mtronqe
F Fos Ing lr� �ililid co Clear Drop Diffuser
3LA Black Anodized LF In-Linelin-Pole Fusing IVIF Mast Arrn Fitter
BRA Blome Anodized PC Phorrocontrol and Receptacle MU 10' Uplilt Bracket
NA Natural Aluminum Anodized &A 10h 480V us Quick Disconnect for Baaast'Tray
oc Optional Color Point PCA Photocontrol Receptacle only AP Adjustable Knuckle - Pole Mount
Z;"�Ypx' 0�m3'p? POLY Polycarborialle Sag Lens avOw1w syot� f ivay iliqd 2 4 1601 movthrig
Oat,y Sww C%x�� ex, 0r, ji� k�,,J ftt qwz VA wth 4X oplks-
SC Special Color Paint 4,5b',,, ip��,mwriq, AT Adjustable Knuckle - Tenon Mount
lirii.-ry HS internal Housesica Shield VA�&,?,Penar�.
MXTA.Wsr S�Tp'iil?d vaAd'tie FM opnir" PTF2 Pole Top Fitter - 2 3ili' Dia, Tenon
Bill P Bronze Paint Cls Quartz. Standby PTF3 Pole Top Fitter - 3-3 112` Dia. Tenon
BLIP Riack, Palm SG Sag Glass Lens rolriliv of pw oaa�
oc Optional Color Paint ,,,ro 4X Wi��Na;d.W'V$ PTF4 Pole Top Fitter - 3 1 �2-4' Dia, Tenon
0C PAUi,124
SC Special Color Paint
C�.Wcc Vrw f4l� to cbwi' - rretilrqals Lf 3"Iodiry lhii'i�sw� of ft pro�W Wnl<"o Gardeo Lighting 80IY22710��
3� va'lof ww rz�npriv� pi=w li�-7A'ik'nw C<'V-ural iililm 2661 Alvarado Strool 610/�i1i7,13X* in Califorrlia
0 8, lk'mrw 66ar4liz San Lowdro, CA 945rs Fax� 51'M6'�-sM
Llphtlmj NDI-WC4, All lamnair"� 9;
LIGHTING
C.- liDocuments cnd Settings )iHPU5ER`iDesktop \New Folder (4)`iiLD7L6.dwg SPD HPUSE-R Apr 04,2008-6.-21pm 70115-0060A
Numeric Summary
Project: All Projects
Label
CalcType
Units
Avg
Max
Min
Avg/Min
Max/Mir
Site
Illuminance
Fc
2.55
7.1
0.6
4.25
11.83
UNDER CANOPY
Illuminance
Fc
17.08
19.2
15.5
1.10
1.24
Spill
Illuminance
Fc
1.45
5.7
0.0
0.00
0.00
9/29/2004 C:\CALCS\PBch\Worki1ng\04015 5.A32
ORM 10 SQUARi;
GENERAL: Each Gardco, Square Form Ten arm mount N a sharp
FINISH. Extrudled housings (EH style) are standard with natural!
Cutoff lumirtaire for high intensity discharge lamps. Units are designed
twortze., or black Aluminum Associatian Archilectural Class I anodized
with haff-cube proportions. internal components are totally enciosedi
flnish� Special cidor polyester finishes are available,
ram-liight, dust -tight and corrosion, resistant. No venting of optical
system, or electrtcal components is required or permitted, Luminaires
Formeld housings i ' H style), are slandaro with a chromatic acid
are completely assembledwith no disassembly required for instaiii
pretreatm ent and an epoxy undercoat, The flnish cost is a
Lamping requires no lifting or hinging of the luminaire housing,
thermosetting polyester baked at 45T F to achieve an H-2H hardness
disturbing wiring or exposing uninsulated live pans,
measure� 26� H style units are also offered with oplion&i Architectural
Class I anodized fin;�zh,
HOUSING: Extruded housings (EH style) are offered in 14" and 19"
sizes and are composed of precisely mitered anodized alurninurri
LABELS: All fixtures bear UL or GUL (where applicable) Wet Location
extrusions, Fabricated (H style) unqs are available in, 14% 19", T19" anq
labels,
26' sizes and are one piece, multi-founed altIm inUm With -an integral
reinforcing spline and a single concealed Mintr All units feature a press
DIMENSIONS
formed aluminum top which is welded to the housing sides. Pressure
injected silicone provides a continuous weathertight seal al all millers
and points of material transition,
........
ARM: Extruded aluminurn ar urad to fixture by
r1l is prewi red and sec
................................ ........
contractor. Assembly is suit&e for mounting to pole without requiring
D
access to lumnaire,
........ j,f
LENS: Mitered, extruded anodized aluminum door frame relains the
1-
optically clear: heat and impact resistant tempered flat glass in a
sealed manner using hoPow section, high compliance, memory
retentive extruded silicone rubber. Luminaires with Type 4X optics and
26" VS units feature a li;ag glass fens and VS unit errioloys sag acrylic
Size W ift a �.p WA, 3A
- -
lens, Comealed stairliess steel latch and hinge permit easy footless
14 14, r
access to the luminaire,
OPTICAL SYSTEMS. The segmented Form Ten optical systern is
--- ----- ----- i-6.11,111,1111"i,6�-111,11-11I 9-
homogeneous sheet aluminum, electrochemically brightened, anodized
. .. .. 11.11
and sealed, The segmented reflectors are set in faceted arc tube
T I a 21 q, W
image duplicator pattemis to achie "� IES Types I (I )i 1[] (3), IV (FM)�
4N.W1 �nm
'1'2'
and V (0 - horizomal lamp and VS - vertical lamp) distributions. The
�6 26' 12* 1'2" a.
mogul Jampholder is glazed porcelain with a nickel platedscrew shol'i
with lamp gdp - all securely attached to the reflector assembly. I OOMH
units have medium base lampholder. Ali Metal Halide units in the 19'
and 26" housings have lamp stabilizers ensuring precise arc tube
positioning,
(ft) Appmaowte Weigtif (lb,%!
Singia.- T!Ao ....... �V.4 Sin�:e. Twin Quad
ELECTRICAL: Each high power factor bailast is the separate
component type, capable of providing rel:able laimp starting dow, n to -
14 24� 21e 30 60 120
20�' F. The ballast is mounted on a unitized tray and secured within the
19 2. 1 4.0 or's 55 110 220
_ ... ____ .................. ..... i .....................................................
iurninaire. above the reflector system, Comporieni-to-componem Wiring
T 1 a 122 4,13 6.4 65 130 260
within the fuminaire wil carry no more than 80% of rated r
,urred and is
3,5 TO
26 8,-q 9s 380
listed by UL for use at 600 VAC at 150'�G or higher. Plug disconnects
are listed by UL for Use at 600 VA(�. 5A or higher,
Ll�,htiq Ire "iii'l to'�Fw .. p oimodhl� the rlrrM'Jf1 & U Gardoo Lighting ar)(VZ27�0758
xxr;�tort as Mir, ,4 11 '�rpoys =vhkiiriq pioduir� rvmemt)i r"rpL'irr, r1r, Ay. WW�r� 2661 AlvAirado Street 510r'357-6qR010 In Ca0fornia
"Avoi'2
Saq Loarirlo� CA 94577 F&X' 510Q,57,1088
A
19", IM4
Mu
NU: . ..... .. _ -, __ - Y MV 11 r, k' I
#8 GRUMD WIRE
'SIMDARD PIPE
TEMON
5'
�Vo I
-7-
70YPOLE
LEINGTH
28
Fr.
- - - -----------
-
8
F'T�
SPECIFIED
- ----- -- --
- ----------------
- --
RRiGHT ABOW.
FT_
GROUbm
_20
U- - - -- - - ---- - ----------------------------- -- - --- ---
&
WEIGHT LB_
--------- ----
WIND VEMCITY 120 140 150
(Mph)
. . . . . . . . . ....................
MAXall" EPA� 9 4 3
63q. ft.)
, P11111111111
POLY PIPE,J
Above embedment shown in Saold�
Other embeduril depth may be
required for other soil condition,
HOLE WITI�
ALl.JMII`iUq 60VER
. ........... . *_
n
L
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C�
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W
ft. TYPE 1-0 POLE
1380 NZ 48th 'Street
Pompano Beach, '1 33064
PHONE: (9,54) 781 -4040
(800) 749-4041 Pre-
FAX- (954) 781-3539 SALES & ADMINISTRATIVE Precast
STANDARD PIPE TENON SIZE
Nominal loianiivt�rlr 0;A'sidi, Dianneter
(in)
2 2 3/8"
2 .1/2" 2 7/8
- ------------ -- - .......
3 1/2
. . .. . . . . . ....................
3 1/2 $1 4"
- -- - --- ------ --------- -- ---
4"
4 1/2"
........... . . ........... ..
Please order terion
by nominal diameter.
and Prestre
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scale I" : 30'
PLANT LIST
key
Botanical name/ T
otes, -7q'y
CommonName
trees
MG*
Magnolia grandiflora/
Southern Magnolia
12'ht/5'cV6'spd/bab/2.5"dbh
27
IP*
llex cassine'East Palatka'
East Palatka Holly
12'ht15'ct/6'sPd/b&b/2.5"dbh
36
PE*
Pinus elliofti/
Slash Pine
12'ht15'ct(6'spd/b&b/2.5"dbh
15
EP*
Bursera simarubra/
Gumbo Limbo
12'hV5'ct/6'spd &b/2.5"dbh
8
RR*
Myrcianthes fragrans/
Simpson's Stopper
VxWfull to base
as needed
SP*
Sabal palmetto/
Cabbage Palm
12'-14'-16 g.w. per group/booted
123
shrubs
ground covers
AP-
Hamella patens/
Fire Bush
24'W4"tfull to base/2'oc
225
Rl*
llex vomitoria' Schillings Holly'/
Schillings Holly
18"x18'7full/2'oc
120
PT*
Stachytarpheta jam aicensis/
Native Blue Porterweed
18"x18"x2'oc
as needed
V0*
Forestiera seciraciata/
Florida Privet
24"X24"flull to base/2'oc
1190
sod
Stenotaphrurn secundatum/
St. Augustine Floritam
full sod
tbd
Nil
PE* Pinus elliotti - to be used as mitigation for removal of Pines on west side of the site.
34" required; 37.5" provided.
NOTE: Alternative to Florida Privet is Cocoplum or
or Simpson's Stoppers. Verify with Sf Lucie County
Environment Regulations Supervisor, Amy Mott.
PLANTING DETAILS & LEGEND
1. (3) 2* X V X 12" WOOD COTS aANDED WITH GALV. METAL BANDS
AS SUPPORT FOR OWES. WRAP TRUNK WITH 5 LAYERS OF NATURAL BURiAP AT POINT
OF SUPPORT. DO NOT RMIL INTO OR PENETRATE TRUNK OF PALM.
2. PALM SHALL HAVE EVENLY TAPERED TRUNK AND SHALL BE PLANTED SO THAT IT IS
PLUMB WITH THE EXISTING WADE, EXCEPT ON SLOPE$,
3. (3) 2- X 4- X S' FINE WOOD BRACES, ATTACK To CLEATS.
4. (3)r X r X 2- PINE WOOD CLEATS.
5. NOT USED
6. 3'. OF CLEAN MULCH IN A 4' DIAMETER RING WITH A 6- HIGH CONTINUOUS WATER EARTH
BERM- KEEP MULCH r FROM TRUNKS AND STEMS OF ALL VWATION. THE USE OF
CYPRESS MULCH IS PROHIBITED.
7. MIX BACK -FILL 07 SAND & 20% MUCK) WITH THE EXISTING NATIVE SOIL AT A 50.50
RATIO UNLESS L RIVISE NOTED,
8. PLANTING HOLE SHALL BE TWICE AS WIDE AND NO DEEPER THAN THE HEIM OF THE
ROOT SALL THE TOP OF THE ROOT BALL SHALL BE FLUSH WITH THE FINISHED
SURROUNDING GRADE. REMOVE ALL SYNTHEnC ROOT 8ALL WRAPS.
S. FINISH GRADE.
10. EXISTING UNDISTURBIED SOIL
It, 3 STRANDS OF&V DIAMETER NArRA2�JIXA JED TO EACH TREE AND
3� ROPE I
SUPPORTED IN E GROUND WITH BURIED SO TOP
IS 1.5" BELOW MADE.
12. TILL AND LOOSEN SOIL TO A DEPTH OF 12' WITH A RADIUS OF 5' FROM TRUNK OF TREE.
13. PLACE SOIL AMENDMENTS (I.E. -TERRASORI FERTILIZER TABLETS) IN THE TOP 20.3 C.M. OF
THE FLANTMG HOLE.
It REMOVE TOP TH17
C�J OF THE NATURAL BURLMP AND WIRE BASKET COMPLETELY.
IF VARE BASKETS BE REMOVED DUE TO ROOT BALL ST�DIIQ SUCE THE
BASKET TO THE BOTTOM OF THE ROOT BAU ON A MINIMUM 0 4 S DES.
15. BACK FILL TO BE 25X SAND, 25% COMPOST, AND 50% EXISITING SOIL UNLESS
16. SINGLE DOMINANT LEADER. GOOD STRUCTURE,
17. TILL AND LOOSEN EXISTING SOIL TO A DEPTH OF 20.3 C.M. IN ALL PLANTING 80 THEN TILL
18. NOT USED.
12. 18* WIDE STRIP OF MULCH BETWEEN SOD PAVED SURFACE AND DRIPUME OF PLANTS.
20,L NOT USED
' NOT USED
22(.SHRUBS AND GROUNDCOVER SHAU BE FULL TO THE BASE.'
NOTE: SOME ITEMS DO NOT APPLY TO DETAILS ON THESE DRAWINGS.
General Landscape Notes
(,,\SHRUBS & GROUNDCOVERS
(5-�PALM
� M = WK
TREE
� H.m M �
I . Al plant material shall be Florida # I or better as outlined in Grades and Standards for nursery Plants, Department of
Plant Industry, State of Florida, most recent edition, unless otherwise noted.
2. At planting beds including around all trees shall be top dressed wth 3' of Melaieuca or Eucalyptus mulch, Cypress
mulch shall not be used on this project. At trees and palms shall have a mini mum of a 4� diameter mulch ring around their base All
mulch shall be kept 3" from the trunk or stems of all plant material. Mulch shall be applied within 24 hours after installation of plant
material. Mulch beds in all shrub and ground cover areas shall be T wider that width of plant material.
3. Al trees shall be staked with proper horticultural and arboricultural techniques. Any penetration into the trees or palms
shall be prohibited. Nag staking is prohibited. Replacement of plant material may result.
4 All sizes of plant materials shown on drawings or in specifIcations shall be considered minimum and must be met or
exceeded.
5. At debris, road rock, asphalt and other material shall be removed from planting areas. All areas that were formally paved
shall have all ofthe above totally removed to a depth of Ei'natwe'soil or 2.5'whchever is less, then filled as noted n#6 below
6. At planting beds for trees, shrubs and ground covers shall have a minimum of 4" of top soil. All sodded areas shall have
2" of top soil. All top and planting soil shall be free of debris, noxious weeds and seeds. Planting soil shall be filed into the existing
native site soil at a 50 5D ratio. Planting soil shall be a 25% Truck 25% sand and60% organic compost.
7. Al planting beds shall be sprayed with the appropriate herbicides prior to planting. Application, time and quantities shall
be accordng to the product label. Environmentally friendly products shall take preference over other chemicals.
6. A general fertilizer wth a balanced analysis and minor elements shall be applied to all planting areas upon installation.
Care must be taken so that the fertilizer is not applied drectly on the root balls of the neWy installed plant materials.
9. Terrasorb! or a similar product shall be installed at time of planting. Quantities and apiplication shall be followed
according to manufacturers direction.
10. The Landscape Contractor is responsible to become farrilar with all site conditions, including but not limited to
underground and overhead utilities and other existing and proposed site features that may effect the plant material installalon on
this project. All adjustments to the installation of this planting plan due to site conditions or other reasons shall be venfied wiith the
project Landscape Architect before anycl�enges are made.
11 The quantities on the plant schedule are for reference only. The quantities on the planting plan take precedence The
landscape contractor shall verify these quantities for bidding purposes
12. At planting areas shall be irrigated with an underground iringation system designed to be as water conservative as
possible. A rain sensing devise compatible with the irrigation system shall be installed. The system shall provide 100% coverage
with a EO% overlap. Wartersource shall be rust free,
13, All plant material shall be maintained at a height to not interfere with sight trangles anywhere on or adjacent to the site.
14 In all areas where landscape areas abut paved areas the final grade of the landi;cape material (I e. sod, mulch, etc.)
shall be even and the same level as the abuttlng paved area.
15 At sod shall be St. Augustine Floritam' as shall be laid in solid pieces with staggered joints,
red
eye
design!
jeffrey I slegel anctmpearchtedpa
4101 no 31 ave
ligirthmospaInt florida33064
p 954 788 0023
f 954 942 7306
e redslegeltlaul,com
DMMIW66017al
A M00it Business Park
planting plan
LAIR 1
r--- I denotes light fixture C A YUG A AVE.
I
41"t
0 1-) OQ-02,
I
A
ROADN\ SPEEDING FINE
DOUBLED
WORK WHEN WORKERS
AU�AM I PRESENT
DISTANCE BETWEEN SIGNS
Speed
Spacing ( ft. I
AT
8
40 mph or less
200
-900
45 mph
350
350
50 mph or greater
500
500
5OO'beyond the ROAD WORK
AHEAD sign or midway between
signs whichever is less.
SYMBOLS
Work Area
Sign With 18" x 18" (Min. ) orange
Flog And Type 8 Light
N Channelizing Device (See Index No. 600)
01 Work Zone Sign
=* Lane Identification + Direction of Traffic
z
0 0 a z N a N
Toper Length =_LL
7
See Table ff
Device Spocing-T
See Table I
Work
Device SpacIng-Tan
See Table I
Table I
Device Spacing
Speed
(ff,ph
Max. DIstance Between DevIces (ft.)
cones or
Tubular Mar*ers
rype I or Type 11
Barrioudes or Vertfool
Panels or Dmw
25
30 to 45
50 to 70
GENERAL NOTES
When Four or more work vehicles enter the through traffic
lanes In a one hour period or less ( excluding establishing
and terminating the work area), the advanced FLAGGER sign
shall be substituted for the WORKERS sign. For location of
floggers and FLAGGER signs, see Index No. 603.
2. WORKERS sign to be removed or fully covered when no
work is being performed.
J. SHOULDER WORK sign my be used as an alternate to
the WORKER symbol sign only on the side where the
shoulder work is being performed.
4. When a side road Intersects the highway within the TTC
zone, additional TTC devices shall be placed in accordance
with other applicable TCZ Indexes.
5. For general TCZ requirements and additional Information,
refer to Index No. 600.
WORK
AHEAD
A
U
Z AYMIn.
D
END
ROAD WORK
500,
DURA TION NOTES
Table IT
Toper Length - Shoulder
Speed
(mph)
I
3L (ft)
N otes
8'
Sh1dr.
10'
Sh1dr.
12'
Sh1dr.
25
28
35
42
WS2
L To-
30
40
50
60
35
55
66 _
82
40
72
90
107
45
1 120
150
180
L WS
50
133
167
200
55
147
183
60
/60
200
240
65
173
2/7
260
70
/87
23J
260
6' minimum shoulder width
I
yL- Length of shoulder taper in feet
W - Width of total shoulder In feet
(combined paved and unpaved width)
S= Posted speed limit (mph)
Signs and channelizing devices may be omIfted If a// of the
following conditions are met:
a) Work operations are 60 minutes or less.
b) Vehicles in the work area have high -intensity, rotating
flashing, oscillating, or strobe lights operating.
CW11
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA CLOSER
THAN 15'BUT NOT CLOSER THAN
2'TO THE EDGE OF TRAVEL WAY.
A
5
4
5
2
rJ
NOTE: Spacings shown in thi's chart are based on having the ground line at the
upstream barrier at the some elevation as the overflow of the downstream barrier
as shown above. Spacings should be adjusted based on actuclsite performance.
r Use Of
Typ e
T Type
yp
yp
& Type III
__,Ccons id
—Tempo
ary So&-
50 100 150 200 250 J00 350 400
Spacing (In Feet)
CHART I
RECOMMENDED SPACING FOR SYNTHETIC BALES OR BALE TYPE BARRIERS AND TYPE III SILT FENCE
Limits Of Construction
M,
Silt Barrier
Sod Ditch Bottom Inlet
Median Ditch
0' (Typ.)
it - - -
I' _-, — Silt Barrier
uross urain —,41 EW
MON.
50'Mcx. 50'Max. Silt Barrier
Sod-,Z" Limits Of Construction
DITCH INSTALLATIONS AT DRAINAGE STRUCTURES
FILE.
Fropos.
Inte t
Temp.
Rock Bogs
& Gut
PARTIAL INLET
COMPLETED INLET
Ditch Ditch
& Cutter
DITCH BOTTOM INLET
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
SEC TION AA
Note:
Where the slope length exceeds 25 feet,
construct one row of bale barriers at 0/
longitudinalgrcde midway up the slope.
Construct two rows of bale barriers where
the slope length exceeds 50 feet.
As
Lo
PLAN
"7A \�'- Edge of Shoulder,
F-1 Grade Varies
0/ Grade, Length Varies
Toe Of Slope
Or Ditch Bottom,
Grade Varies ,
EL EVA TION
ALONG FILL SLOPE
Nqtural Overlap Ends
Ground
FillSlope
IL 4, 1 �-<f
EL E VA TION
TO RE USED WHERE THE NATURAL GROUND
SLOPES TOWARD THE TOE OF SLOPE
On Centers (Typ.)
Flow
PLAN
ape
ELEVATION
TO BE USED WHERE THE NATURAL GR17UND
SLOPES AWAY FROM THE TOE 17F SLOPE
AT TOE OF SLOPE
BARRIERS FOR FILL SLOPES
Sod
Neil
Sod4 I I N I I I
PLAN
I'Min. Recommended
Post
EL E VA TION
SYNTHETIC BALES OR BALE
TYPE BARRIERS FOR PAVED DITCHES
Woven Filter Fabric In Absence Of
Established Cross (Approx. 12'x12')
Secure Edges By Entrenching A
Extend Under Bogs ord Bales. Fabric
Sandbags ShallMeet The Requirements Of
Section 985 Of The Standard
5'Min. Specifications.
.... .......
PLAN PLAN
�'v
I'Mm, Recommended I'Min.. R .. mmendd
Anchor Top Bales To Lower Bales With 2 Stakes Per Bale.
EL E VA TION EL EVA TION
TYPE 11 TYPE I
SYNTHETIC BALES OR BALE TYPE BARRIERS FOR UNPAVED DITCHES
NOTES FOR SYNTHETIC BALES OR BALE TYPE BARRIERS
1. Type I and 11 Synthetic Barrier should be spaced in accordance with Chart 1, Sheet 1.
2. Bales shollbe trenched J" to 4" and anchored with 2-1" x 2" (or 1" dia.) x 4' wood
stokes. Stakes of other moterictor shape providing equivalent strength may be used if approved
by the Engineer. Stakes other than wood shallbe removed upon completion of the project.
J. Rails and posts shollbe 2" x 4" wood. Other materials providing equivlolent strength may be used if
approved by the Engineer.
4. Adjacent bales shollbe butted firmly together.
5. Where used in conjunction with silt fence, bales shallbe placed on the upstream side of the fence.
6. Holes to he paid for under the contract unit price for Synthetic Bales, LF. The unit price shoHinclude
the cost of filter fabric for Type I and 11 Barriers. Sandbags shollbe paid for under the unit price
for Sandbagging, CY. Rock bogs to be paid for under the contract unit price for Rock Bogs, EA.
Post Options:
Softwood 2Y2" Dia.
Softwood 2"x4"
Hardwood IY2" x IY2"
Steell.JJ lbs-Ift .
z
Principle Post Position
(Canted 20' Toward Flow)
OptionalPost Positions
6'Max.
Filter Fabric
(In Conformance With
I�Sec. 985 FOOT Spec.)
- - - - - - - - - -
EL E VA TION SEC TION
TYPE III SILT FENCE
optionalPost
Principle Post Position
(Canted 200 Toward Flow)
Post Options: Poultry Mesh (20 Go. Min.)
Softwood 4" Dia. -20.
Or Type A Fence Fabric
Softwood 4"x4" (Index No, 801 & Section 550
Hardwood J" Dio. FOOT Spec.)
Steell.3.3 lbs.Ift. Min. 10'Max
Poultry Mesh
-IOr Type A
�Fence Fabric
— Filter Fabric
Silt Flow
0 1 1 1 �� �
Filter Fabric (In Conformance
With Sec. 985 F007 - Spec.)
I I —
4- - - - - 8- 1 '
4
EL E VA TION
TYPE IV SILT FENCE
SECTION
Filter Fabric
w
Post A\ Post
Place The End Post Of One Fence Behind
The End Post Of The Other Fence As Shown.
R,tote Both Post, At Least 180 Degrees In A
Clockwise Direction To Create A Tight Seal With
The Fabric Material.
griveposInto The Ground And Bury Flop.
JC:r,C
Around Lhitch Bottom Inlets
SIL T FENCE APPL ICA TIONS PLAN VIEW
JOINING TWO SILT FENCES
NOTES FOR SILT FENCES
1. Type III Silt Fence to be used at most locations. Where used in ditches, the spacing for 4. Where used as slope protection, Silt Fence is to be constructed on 0/ longitudinal grade to
Type III Silt fence shollbe in accordance with Chart 1, Sheet I avoid channefizing runoff along the length of the fence.
2. Type IV Silt Fence to be used where large sediment loods are ontic�poted. Suggested use 5. Silt Fence to be paid for under the contract unit price for Stoked Silt Fence, (LF).
is where fillslope is 1:2 or steeper and length of slope exceeds 25 feet. Avoid use where
the detained water may back into trovellones or off the right of way. Design Standards
3. Do not construct silt fences across permanent flowing watercourses. Silt fences are to be
at upland locations and turbidity barriers used at permanent bodies of water. I 'rr7AA0nPA 1?V jP7PnQlnA/ Awn qFnIA11FAIT
I
a
%6" Vinyl5heathed EAW SteelCable
09800 Lbs. Breaking Strength) With
Galvanized Connectors (ToolFree D
Slotted PVC Connector Pipe
MetalCoflor Reinforced) �
Stress Plate
Post (Options: 2"x4'Or
2Y2" Min. Dia. Wood,Steell.JJ LbslFt. Min.
Closed CellSolid Plastic Foam Flotation
Closed CellSolld Plastic Foam (6" Dia. Eqoiv.) (12 lbs. Per Ft. Buoyancy)
Flotation (8" Did. Equiv.) (17 lbs.
Per Ft. Buoyancy)
N%
Y8" Polypro Rope
(600 lb. Breaking
V4" Galvanized
,,_18 Oz Nylon Reinforced Galvanized Chain 18 Oz Nylon Reinforced
PVC Fabric (300 psiTest) PVC Fabric (300 psiTest)
D, =5'Std. (Single PanelFor Depths 5'cr Less). With Lacing Grommets
D2=5'Std. (Addifloria/Ponel For Depths > 5'). TYPE
Curtain To Reach bottom Up To Depths of 10 Feet.
L Two (2) Panels To Be Used For Depths Greater Than
T YPE Il 10 Feet Unless SpecialDepth Curtains Are Specifically
Called For In The Plans Or As Determined By The Engineer.
NO TICE:
COMPONENTS OF TYPES I AND 11 MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY
RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPES I AND 11 SHALL BE AS
APPROVED BY THE ENGINEER.
FL DA TING TURBIDI T Y BARRIERS
LEGEND
a Pile Locations
Dredge Or FillArea
Mooring Buoy wlAnchor
Anchor
Barrier Movement Due To
Current Action
Notes:
1. Turbidity barriers are to be used in allpermonent bodies of water
regardless of water depth.
2. Number and spacing of anchors dependent on current velocities.
3. Deployment of barrier around pile locations may vary to accommodate
construction operations.
4. Novigation may require segmenting barrier during construction operations.
5. For additional information see Section 104 of the Standard Specifications.
Toe Of Slope
__j ) '(:� i C -6
Shore Line.
9
Causew 'y
Limits Of Construction,
r, --Lion ��e— — — — — —
Sh
6'Max,
18 Oz. Nylon' reinforced
PVC Fabric (300 psiTest)
L-- — — — — — — — —
.. . . . . . . .
STAKED TURBIDITY BARRIER
Turbitity
Of Construction
Line
Note:
�—T—y piccil Turbidity barriers for flowing streams and tidalcreeks may be either
floating, or staked types or any combinations of types that willsuit site
conditions and meet erosion controland water quality requirements.
The barrier types(s) willbe at the Contractor's option unless otherwise
0 1 0 0 specified in the plans, however payment wilibe under the pay items(s)
Current established in the plans for Floating Turbidity Barrier andlor Staked
Turbidity Barrier. Posts in stoked trubidity barriers to be installed in
vertl . calpos/ . ti . Qa I le otherwise directed by the Engineer.
Structure Alignment I
GENERAL NO TES
1. Floating turbidity barriers ore to be paid for under the
contract unit price for Floating Turbidity Barrier, LF.
TURBIDITY BARRIER APPLICATIONS 2. Staked turbidity barriers are to be paid for under the
contract unit price for Staked Turbidity Barrier, LF.
Shoulder Paverner
CZ
10 1 M
G
Shoulder Pavement
For Flush Shoulder
th— 4 ��— --1 �2
CZ (Flu�h Shldl)
cz, Cz
With.Curb
With C
I
CZ (Flush Shlar)
gment
Shoulder Pavement
Pavement
I CZ CZ
DIVIDED NARROW MEDIAN WITH OR WITHOUT CURBED MEDIAN DIVIDED WIDE MEDIAN WITH OR WITHOUT CURBED MEDIAN
oncrete Sidewalk Concrete Sidewalk Concrete Sidewalk Concrete Sidewalk
S L 5 d
ad Shoulder Pavement Sod S
Shoulder Pavement
--�11 Sod ad
I CZ-1
-CZ
Or Soc
V-
G ZF
;it
FLUSH SHOULDER
0
UNDIVIDED
WILDFLOWER SEEDING RATES
Common Name (BotanicalNome)
lbsloc
#1 Group
Black -Eyed Susan (Rudbeckic hirto)
2
Lance -Leaf Tickseed (Coreopsis lanceolatc)
10
Goldenmane Tickseed (Coreopsis bosafis)
10
Leavenworth's Tickseed (Coreopsis leav&nworthii)
10
Fire Wheel(Gaillardia pulchello)
10
Softhair Coneflower (Rudbeckic mollis)
2
Crimson Clover (Trifollurn incornatum)
15
#2 Group
AnnualPhlox (Phlox drummondli)
10
Moss Verbeno (Verbeno tenuisecto)
6
Leavenworth's Tickseed (Coreopsis leavenworthid
10
Fire Wheel(Gaillardio putchella)
10
Crimson Clover (Trifolium incornotum)
15
Note: Wildflower seeding rates are for restoring
impacted wildflower areas.
UNDIVIDED CURBED
LEGEND
FTJ
Wildflower Group #1
F2 I
Wildflower Group #2
FG
Turf (To Limit of Construction)
F�70
Selective Clearing And Grubbing
FL D-d
Limits of Construction
r-S-1
Turf
DIVIDED CURBED
WE COP"
GENERAL NO TE
1. Aliturf establishment shollbe performed
meeting the requirements of Section 570 of
the Standard Specifications.
2. Activities such cis clearing, grading, and excavating that will
disturb one or more acres of land require coverage under the
Generic Permit for Stormwater Discharge from Large and Small
Construction Activities from the Florida Department of
EnvironmentalProtection, and implementation of appropriate
pollution prevention measures to minimize erosion and
sedimentation and properly manage stormwater.
J. Confirm compatibility of wildflower with Seeding Zones.
SEEDING ZONES
Low Point Of Sag
Sod To Toe Of Front Slope When
Sodding (Overlapped) See
Algebraic Difference In Roadway
Overlapped Sod Flume (Below)
C�_
Shoulder Point
Grades Exceeds ,
:� (Both Sides)
(Both Sides)
- — — — — —
1 20' 100'Min.
I T I I 100'Min. 20" Z� Shoulder Point
L-1J
— —
- - - - - -
IM I A/ 'If
32" Sod Strip <-�
5'Shoulder Pavement
Shoulder Point
See Table Below
ShoWder Point
Use 5'Shoulder Pavement And 32" Sod
01
01 18 RURAL
For Application I co
UNDIVIDED 01
Strip When Negative Grade Interaects
�'�'Postive
C)
Grade And Algebraic Difference In
Sodding (Overlapped) See
Roadway Grades Is 21 Or Greotdr; When
Overlapped Sod Flume (Belo
Ayeb,ac Difference In Roadway Grades Is
Shoulder Point
Shoulder Pavement
(Both Sides)
50,± Between 1/ 21 Use J2" Sod Strip Only
!��
Sod To Toe Of Front Slope When Low Point
5'Shoulder Pavement -See Table Below For
way Of S
Algebraic Difference In Road og
e::�Application. Same Applies To Low Side On
Grades Exceeds 41
------
Outside r dge Of Pavement For Fccilities�
(Both Sides) 100'Min. 100'Min.
With Unpaved Shoulders.
4- LJ �_
I
Z Shoulder Point
—
- - - - - - - — — —
— — —
Shoulder Pavemen
11L_ /// 'ff 1//
�*.
Iff
300
(See Notation Ab e) 300'
Shoulder Pavement
In Absence Of Shoulder Pavement On Existing 0
'!!Z7_7Divided
Roadways, Construct Shoulder Pavement
Same As Above
— — — — — — — — —
RURAL
DIVIDED
Shoulder Pavement
Shoulder Point
Shoulder Pomt--'�'
Turf
50,±
5'Shoulder Pavement Or J2" Sod Strip (See Notation Above)
KoacwdV I r,�c� Sodding (Overlapped).
Ternporary
CRITERIA
FOR
PAVING SHOULDER
ON DIVIDED AND UNDIVIDED FACILITIES
Design Speed
(mph)
Degree
OfCurve
Note:
JO
70
Or
Greater
Shoulder Pavement Is required on ollcurves
40
5'
Or
Greater
meeting the criteria tabulated. For curves
50
4o
Or
Greater
not meeting the criteria, shoulders are to
60
65
3'
J*
Or
Or
Greater
Greater
be paved where erosion of the shoulder i . s
70
20
Or
Greater
evident or anticipated.
SHOULDER AND SLOPE TREATMENT FOR SUPERELEVATED ROADWAYS
ILE COVIY
NOTES
1. These treatments ore applicable to new construction, reconstruction
and RRR projects. Project requirements for shoulder pavement and
sodding that exceed the limits of this standard take precedence.
Shoulder Point OVERLAPPED 50D rLUML
SEC TION BB 2. For sodding adjacent to ditches and at heodwalls, see Index No. 281.
(Symmetricol About C) J. Allfront slopes steeper than I;J ore to be sodded.
SHOULDER AND SLOPE TREATMENT IN SAG VERTICAL CURVES
TREATMENTS FOR PROTECTION FROM CONCENTRATED ROADWAY RUNOFF EROSION AND SHOULDER RAVELING
Shoulder Point
SEC TION AA
(Symme tricol About C)
5'Shoulder Pavement Or 32"
Sod Strip (See Notation Above)
Roadway Sod So
Staggered Joints Between
Upper And Lower tayers
TRANSVERSE SECTION LONGITUDINAL SECTION
2'-8" See Pattern Do tail �\ TREA TMEN T I
I . r O"p—Off
Less Than 3"
GENERAL NOTES
1. Treatment 1;
Bock fill (Excavated Turf and Topsoil)
1Y2
Sod (Avg. Depth
(Depending on asphalt overlay depth may reqwre
trenching or borrow under sod to attain the I"
drop at the edge of pavement.)
COMPLETED SHOULDER
CRITERIA FOR USING TREATMENT I
Project---
• is resurfoc;ng, widening and resurfacing or construction of
shoulder pavement
• is rurolor is urban without curb and gutter Sod Blocks ShollBe
• resurfacing build-up is J" or less Placed With Staggered
Transverse Joints
V 4"
V�
Edge Of Pavement-�
PLAN VIEW
PATTERN DETAIL
TREA TUEN T II
1" Drop -Off
Width Called For In The Plans (Shoulder Width Plus 2'Min.)
Edge Of Any Existing 8" See Pattern Detail
Or New Pavement
Turf (See Gen. Note No. 2D)
3" Or Mor Over Sod vg. Depth 111211) Turf Varies, 2'Min.
- — — — — — t__ Salvaged Turf And Topsoil Excavated turf And Topsoil
(Gap For Drainage)
Existing Turf And Topsoil To Be
Excavated And Replaced With Borrow
SHOULDER OPTION I
1" Drop-Dff
Width Called For In The Plans (Shoulder Width Plus 2'Min.)
Edge Of Any Existing —
Or New Pavement '-8" See Pattern Detail Turf (See Gen. Note No. 2D)
1
3" Or More Overlay T Sod (Avg, Depth lV2'9
II ,,� Turf L_ Varies, 2'Min.
A. If trenching under sod is necessary to achieve the required I" drop-off, excavated turf and topsollare to be
used for filling voids and low areas at the edge of pavement or for flushing along the edge of sod. Excess
material to be uniformly distributed over the shoulder,
B. Payment for sod, excavation of turf and topsoiland for bock fillof this moteriolunder Treatment I is to be
included in the contract unit price for Performance Turf, SY.
2, Treatment 11:
A. Allborrow shaflmeet requirements for a "Select" moterialin accordance with Index 505 and Section 120
of the Standard Specifications.
B. Borrow may be used in lieu of excavated turf and topsoil when economically feasible, however the upper 6"
shoflmeet the requirements of Section 162 "Finished SoilLoyer". There wilibe no additionalpayment for
substituting borrow for excavated turf and topsoil.
C. When existing turf and topsoildo not meet the requirements of Section 162 "Finished SoilLoyer", provide
additive materials as necessary in the upper 6" to meet the requirements of Section 162. There willbe no
additionalpayment for additives,
D, Payment for Treatment 11 willbe under Finished SoilLayer. Sod and other materials for turf establishment
sholibe paid for as Performance Turf, SY,
J. Speciclottention is to be directed to the construction of the required 1" drop-off at the edge of pavement.
4. Activities such as clearing, grading, and excavating that willdisturb one or more acres of land require coverage
under the Generic Permit for Stormwoter Discharge from Large and Small Construction Activities from the Florida
Deportment of Environmental Protection, and implementation of appropriate pollution prevention measures to
minimize erosion and sedimentation and properly manage stormwater.
5. Turf Establishment::
A. Wildflowers destroyed by shoulder sodding and turf operations ore to be reestablished under the seeding rates
prescribed for permanent wildflower #2 Group shown by table on Index 104.
B. All turf establishment shollbe performed meeting the requirements of Section 570 of the Standard Specifications.
Borro w
��Mix To Depth Indicated
In Specifications Or Plans
SHOULDER OPTION 2
CRITERIA FOR USING TREATMENT 11
Project ---
is resurfacing or construction of shoulder pavement
is rurolor is urban without curb and gutter
resurfacing build-up is J" or more
A SIMILAR TREATMENT MAY BE USED FOR PROJECTS THAT REQUIRE SHOULDER 11DE#ING.
DETAILS ARE TO BE SHOWN IN THE PLANS. 'N
11.E COT
Approach Length
i
Swale
Sediment Pit
Approach Length I
As Required
ic T
4 11 Am4in. Filter rbrc 7yae 0-1,
Index No.199
TRANSITION DETAIL
15'Or 30'
Aggregate
1:4
5/ope To Drol� (0. 1 ft Ill A&
Filter Fabric I - __T
[70-
50'Std.
LO G1
LW
Construct Paved Turnout (Index No 515). 1 1
Aday Be Deleted If Approved By The Engineer.-4,1
5'
Slope To
Drain—
Berm
Synthetic Bales
Pit Volume Is Below The Inlet
Synthetic Bales
Elevation Or The Outlet Elevation,
Whichever Is Lower
SEC TION B8
�- To Be Stabilized As Required
SEC TION AA Based On Flow And Grade
Compacted Backfill
RURAL CONNECTION
DETAIL
Existing Or Temporary
Sidedrain Pipe
—Existing Roadway
Edge Of Pavement GENERAL NOTES
1. A Soil Tracking Prevention Device (STPO) shollbe constructed at
locations designated by the engineer for points of egress from
unstabilized areas of the project to public roads where off -site
tracking of mud could occur. Traffic from unstabilized areas of
the construction project shollbe directed thru a STPD. Barriers,
flogging, or other positive means shollbe used as required to limit
and direct vehicular egress across the STPD.
2. The Contractor may propose an alternative technique to minimize
off -site tracking of sediment. The alternative must be reviewed and
approved by the Engineer prior to its use.
J. Allmoterials spilled, dropped, or tracked onto public roads (including
the STPD aggregate and construction mud) shollbe removed daiy, or
more frequently if so directed by the Engineer.
4. Aggregates shollbe as described in Section 901 excluding 901-2.3.
Aggregates shollbe FDOT size #1. If this size is not available, the
next available smaller size aggregate may be substituted with the
approvalof the Engineer. Sizes containing excessive smalloggregote
willtrock off the project and ore unsuitable.
5. The sediment pit should provide a retention volume of 3600 cubic
feetlocre of surface area draining to the pit.
When the STPD is isolated from other drainage areas, the following
pit volumes willsatisfy this requirement-,
15,x 50'=100 ft.3 JO'x 50'=200 ft.3
As on option to the sediment pit, the width of the swale bottom con be
increased to obtain the volume. When the sediment pit or swaie volume
has been reduced to one half, it shalibe cleaned. When a swale is used,
synthetic bales or silt fence shc1lbe placed along the entire length.
6. The swale ditch draining the STPD shollhave a 0.021 minimum and
a 1.0/ maximum grade along the STPD and to the sediment pit.
7 Mitered end sections are not required when the sidedrain pipe
satisfies the clear zone requirements.
_J B. The STPO shollbe maintained in a condition that willallow it to
perform its function. To prevent off -site tracking, the STPD shall
be rinsed (daily when in use) to move accumulated mud downward thru
the stone. Additional stabilization of the vehicular route leading to the
STPO may be required to limit the mud tracked.
9. A STPD shollbe paid for under the contract unit price for Soil Tracking
Prevention Device, EA. The unit price sholiconstitute full compensation
for construction, maintenance, replacement of materials, removal, and
restoration of th area utilized for the STPD; including but not limited
to excov 9 ding, temporary pipe (including MES when required),
f gate, paved turnout (including asphalt and base
h stabilization, approach route stabilization, sediment
1 rdl�isp sol, water, rinsing and cleaning of the STPO and
v
m"' ' I o'
a public roads, grossing and sod. Synthetic Bale or Bole Type
r
r'b' OBe r shollbe paid for under the contract unit price for Synthetic
Bales, LF. Silt fence shollbe paid for under the contract unit price for
Staked Silt Fence, LF.
10. The nominolsize of a standard STPD is 15'x 50'unless otherwise
shown in the plans. If the volume of entering and existing vehicles
warrant, a 30'width STPD may be used if approved by the Engineer.
When a double width (309 STPD is used, the pay quantity shollbe 2
for each location.
STANDARD CRITERIA
MIN.
MIN.
MIN.
MIN.
MIN.
UV
GRAB
SEWN
PUNC TURE
TRAPEZOIDAL
WIDE WIDTH
RESISTANCE
CLASS
6
APPLICATION
rNOE
PERMITTIVITY
AGS
TENSIL E
STRENGTH
TEAR
TENSILE
(Min. Allowed)
COMMENTS
DESCRrPTION
SEC-'
SIEVE#
STRENGTH
STRENGTH
kN
kNIm
kN
kN
kN/m
'T'17'
Woven Monofilament Geotextiles only (Elongation <501)
D-1
Revetment (Special)
(See D-2)
(See D-2)
1.40
1.26
0.50
0.50
50
500
Provide 12" thick bedding stone layer.
Woven Geotextiles only. No Slit Film Geotextiles allowed.
Revetment (Standard)
SL71L PASSING
/ SOIL PASSING
Woven
Woven
Woven
Woven
Provide 12" thick bedding stone layer for revetment
No. 200 SIEVE
No. 200 SIEVE
Monofilament
Monofilament
Monofiloment
Monot'llament
(standard). The bedding layer may be omitted if a D-1
Articulating Blocks.-99
1.10
0 99
0.40
0.25
50
500
fabric is used with revetment (standard).
D-2
<151 0.7
<151 40
Other Geotextiles
1h Geotextiles
Other Geotextiles
Other Geotextiles:
*X.WXBedding Stone not required for Articulating Block.
Gabions
281
151 to 5OX 0.2
>501 0.1
151 to 501 60
Dogation
Eigotion
Elongation
Elongation
index >7, maximum
>501 70*
< 0/ 1.40
< 0, 20
<501 0,50
<501 0.50
gFor cohesive soils with a plasticity
Rock, Rubble, Broken Concrete
�501 0.90
0/ 0 .81
a501 O.J5
z501 0 35
average role value for ADS is number 50 sieve.
Underdrain 9.ws
286
/ SOIL PASSING
/ SOIL PASSING
No woven slit film fabrics allowed.
DRAINAGE
No. 200 SIEVE
No. 200 SIEVE
Elongation
Elongation
Elongation
Elongotion
xFor cohesive soils with a plasticity index >7, maximum
French Drain
50
500
average role value for ADS is number 50 sieve.
Sheet �5i_hng Filter
(0)
D-3
<151 0 ' 5
<15;1 40
<501 1.10
<501 0.99
<501 0.40
<501 0.409*
4t gRequired Trapezoidal tear for woven monofilament is 250.
Filter a ric Jacket (Culvert)
�8-0
151 to 50X 0.2
151 to 501 60
�501 0.70
z501 0.63
a501 0.25
z5ol 0.25
999See Index No. 286 for the permittivity and ADS values of
>501 0.1
>501 70*
the internalfilter fabric of Type V Underorain.
Concrete Pavement Subdrainage
-
,�78-7
D-4
Slope Pavement (Sond-Cement)
0.5
40
0.80
0.72
0.22
0.155
50
500
Non -woven, needle -punch only.
Elongation Z501
Ditch Pavement (Sond-Cement)
281
D-5
MechonicolStabilized Reto�nng We#
0.5
40
0.40
O.J6
0.22
0.175
50
500
Cost-In-l1lace Retaining Wall
D-6
Slope Pavement (Concrete)
0.5
40
0. BO
0.72
0.22
0.155
50
500
Non -woven, needle -punch only.
Elongation 2501
Ditch Pavement (Concrete)
281
E-1
I Stoked Silt Fence
102
0.05
NA
0.40
O.J6
NA
0.155
80
500
Min. Filtration Efficiency of 751 & min. flow rote of 0.3 gol.
E-2
Wind Screen
0.05
NA
0.40
0.36
NA
NA
80
150
E-3
Plastic Erosion Mot
NA
NA
NA
NA
NA
NA
NA
2 x 1
80
500
Use where design shear stress is s1OO Pa
T
(Turf Reinforcement Mot) ( ype
1)
EROSION
(E)
E-4
Plastic Erosion Mot
IVA
NA
NA
NA
NA
NA
NA
4 x2
80
500
Use where design shear stress is �170 Po
(Turf Reinforcement Mot) (Type
2)
E-5
Plastic Erosion Mot
NA
NA
NA
NA
NA
NA
NA
8 x 4
80
500
Use where design shear streeiis s240 Pa
(Turf Reinforcement Mot) (Typ e
3)
1
(1) Type refers to FOOT class and application.
TABLE I
GENERAL NOTES
DESIGN NOTES
1. Specifications for geotextiles are in Section 985. Physicalcriteria for each
1. The Designer shall review this criteria and adjust the values as
Test Unit
Test Method
application is provided by this standard, in conjunction with those sections.
necessary to satisfy project requirements. These adjustments shallbe
Permittivity sec-1
ASTM-D-4491
called for in the plans or contained in the project special provisions.
ADS mm
ASTM-D-4751
2. All values except ADS are MINIMUM AVERAGE ROLL values in the weakest
Elongation
ASTM-D-4532
principal direction. Values for ADS are MAXIMUM AVERAGE ROLL values.
2, UV Reslstonce� The value represents the percent minimum textile
strength retained (ASTY-D-4632) after weathering per ASTM-D-4355
Grob Tensile Strength kN
ASTM-D-4632
J. Test sailor fillmcterialadjocent to the geotextile for gradation to select
for the test period (hours).
Wide With Tensile Strength kN/m
ASTM-D-4595
values for permittivity and ADS,
Maximum Design Velocity M/sec
See Design Note 3
J. Shear stress limits for plastic erosion mots determined by 30 minutes
Sewn Strength kNIm
ASTM-D-4884
4. Unless specifically restricted in COMMENTS column, any
type of material
sustained flow in unvegetoted state as determined by tests performed
meeting specification 985 may be used.
by Utah State University, Texas Transportation Institute or an independent
Puncture kN
ASTA4-0-48JJ
testing laboratory approved by the State Drainage Engineer.
Trapezoidal Tear kN
ASTM-D-4533
5. Wide width tensile strength is expressed in units of measure of kNIm,
Ultraviolet Resistance Retained
ASTM-D-4355
in machine direction and cross direction, as MD x CO.
In Strength
Filtration Efficiency
ASTM-D-5141
Flow Rate L31min.
ASTM-0-5141
2008 FDOT Design Standards R�L,,�'!'on I Sheet No.
07/01/01 1 of 1
n ex No
GEOTEXTILE CRITERIA 1 1 d 99
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9 LO'S fHRC)J(,H 118, BLOCK 37,
...... . .......... ------- --- -------- 0 F S, A N D, C E I'LAZIA LNIL ONE
L�GEND _0 P[_AT TIHEREO- RECORDED I.N. P: AT FOOK
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PRm _i7-RXAN-fJ[ R-FFRFV_�F 'lIINILJM__N7 I i II I
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CENIEK EIF SEC�-T? - /
C_') -- \,J -_ RA L N 0 T E
-HE NDFR�'1:C,NE.D SURVEYOR HAS R7VIEWH) TITLE COI,,/VTIIv1E\LTS PREPARFF,
I
BY FIRST FIDELITY TiTII I\1C. DAT.E.D' 3 1,),S and 7/ 8,200L. :IT IS P"'SSI'BLE THAT
- j __A� - FS OR
.7 _S RIEC"Fu I'l )ECCRDED DEEDS, f �-_EK, N�
-d�_RF ARE- DOCUME-V - I, ,:,q � - I -
1-� 7 __j P: rr _F�UVENJTS [HA' C`ULD "HE �`: IDARIES 10 _HE SJBJ�:r
,-,: I R NSI
PROPE7_1'.
-HIS B'DUNDARY SUFWE.: IS BASED UP-N THE I..�GAL DES�,.-RPTIOINS FURN:-,H�D
BY
CL�EN
!N F-_Ef AND DECII1,IA_ DAR7S
J: MEASUREM�N:� S H,_",`vN HEREON ARE EXPRESSE-
4 , RAI :'I --I _)II & ASS0`(__:A f- �1. -SF T: Tr -11 IZE
'Nr i IGHT L,
q� --RVES 1 1 0 L
ANY AND AILI_ : IN F C F M,47 011 C)B7 ��' 1;�
I I :A:\E 1) 11\1 11-JE PPTPAPRAT:ON 01 1 IS rURVE
INCLUDING, TIIiS MAP OF LAND SURVEY, FOR ANY F`U_1IPOsFs.
7. A S OF VPROVEMEVFS
5: DIM-NS,*IONS l--II-O'vVN, ARE TAKIEN A- -1 IF 7X POS-D AR I -_
I I : T S " , fH I U J-FAI- L
JNDER`�=ND FOOIERS, FGJNDAII0NS, JliLl E U P 0 L EP S ES . I-
SIKUC UcP1 S A��E NOI LUCAT_:_� FOR IHE "`LJRrP0L'_-'E 01' ]HIS SURVEY.
6 IN OF_ -[I IS __i1II V Al:�[
21F NFCIRN/A[[� N US ... I., R'
AS R01 LOWS:
P:L-.A-: C)IF SAN PLA7A UNIT ClNE PFE. 5 FC.57
4 1
'TATION 1�'JGLT -
13) 1) IF TRANSIRO--mi OF VV, Y IlI/AF FOR S.R. 615
I :HIS S�IRVEY MAY N01 BE REIPRO UCED Ill OuL 0: OR I IN IW
p :- i R M I r Ir S T
RAII E). 1-) 1: N:,j Z-7 1) & AS5zC,(':A-7I INC.
8: THIS _)RAVYINS S FC-: Vk !D liNiFSS BEARING AN ORGINAI, SIGNATURE AND
FI ! �
._MIBOSSED LAND SURVEYORS SEAL.
9: BEARIINI(G� A--�E BAS-D 011, CENTF-�', LINE OF �T, __J1CIE HILD,
FROM DEFI. OF _IRANS_:�OR�AIION VAP FOR S.R. 615
0: 1 HI _1 :\J:. I
S 'SURVEY "OtIT--iLS Wil-� '' L Ml� TI'IlUN 1E.-C�NyrA: STAIID4-Rf)s
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11 N E - CrINTEURS - TDPF] ' EXIST-ING GRATIFS EVER TH7
N Ul R V EY
RL 'Y L E"
E I � � S E A:�, -ESS THAN I W U : -.:
NO] VALID WITHIJU1 -T HE STC]INATURE 01D T�_!E
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I
PLANT LIST
key
75tartical name/
S
qty
I Common Name
trees
MG*
Magnolia grandiflora/
Southern Magnolia
12'hV5'ct(61spd/b&b12ff'dbh
27
IP*
[lox cassine 'East Palatka'
East Palatka Holly
12'htt&cV6'spd/b&b12ff'dbh
36
PE*
Pinus alliottl/
Slash Pine
12'ht/5'cV6'sPd/b&b/2,6"dbh
15
EP*
Bursera simerubra/
Gumbo Limbo
12'ht/5'ct16'spd/b&b!2.5"dbh
8
RR*
Myrdanthes fragrans/
Simpson's Stopper
VxWfull to base
as needed
SP*
sabot palmettol
Cabbage Palm
12'-14'-16 g.w. per group/booted
23
shrubs
ground covers
HP*
Hamolla patens/
Fire Bush
24"x24"Ifull to baselZoc
225
Rl*
Ilex vornitorle' Schillings Holly'/
Schillings Holly
18N18"flull/2'oc
120
PT*
Stachyterphoto Jamalcenslel
Native Blue Porterweed
18"x1I8"x2'oc
as needed
VO*
Forestiera segragatai
Florida Privet
24"44"/full to base/2'oc
1190
sod
Stenotaphrum socundatum/
St. Augustine Floritam
full sod
tbd
NOTE:
IPE* Pinus elllotti - to be used as mitigation for removal of Pines on west side of the site,
3411 required; 37.5" provided.
NOTE: Alternative to Florida Privet is Cocoplurn or
or Simpson's Sto ' ppers. Verify with St Lucie County
Environment Regulations Supervisor, Amy Mott.
PLANTING DETAILS & LEGEND
1, Tr X 0 X it' WOOD UIATS SANDED WTTH DAY. METAL BANDS
SUPPORT FOR BWES. WRAP TRUNK WITH & LAYERS OF NATURAL BURLAP AT POINT
OF SUPPORT. Do NOT NAIL INTO OR PENETRATE TRUNK Or PALM,
2. PAW SHALL HA MtHLOY TAPERED TRUNK AND SHALL BE KANO So THAT IT IS
PLUMB WITH THE%tS IS OWE, EXCEPT ON SLOPES,
S. (3) r X 0 X V PINE WOOD SPACES. AnAcH To auTs,
4. (4V X e X V PIKE WOOD C"S,
0. NOT USED
6. 3� OF CLEAN MULOR T A 4- DIAMETER RIND WITH A $- NOW 00"HIONS WATER MTN
FROM TRUM AND STIVS OF ALL VE411ATION, THE USE Of
Oak
7. MIX &%20
PATIO �WEX
fOr$EDJ 2OX MUM WITH THE EXISTINQ NATIVE SOIL AT A SMID
MO.
8. PLANTING KOLE SMALL BE TWICE AS MOE AND NO
ROOT OALI. THE TOP OF THE ROOT BALL SHALL Or" AN
,�LTMTH If '919' THE
URROUNDING OWE, REMOVE a SYNTHETIC ROOT 0 WRAPS,
9, FINISH OR".
10. EXISTINQ U801I W�
11. 1
Sj"101 If IV' INILIERTHNAn IJI RVORE TIED TO EACH TRUE AND
POSTS Gal
0 0 W I 2X2X3J# IED SO TOP
is ils" BELOW OWE.
12. TILL AND LOOSER SOIL TO A DEPTH OF 12' WITH A RADIUS Of 5' RON TRUNK Of TREF.
13, PLACE SOIL AMENOMENIS (I-E, *TERPASORB", FERTILIZER TABLETS) IN THE TOP 20.3 O.M. OF
THE PLANTINO HOIX,
IC REMOVE TOP THIRUi431 OF THE HATUPA BURLAP AND WIFE BASKET COMPLE114Y.
BASKETS BE REMOVED DUE TO ROOT BALL $11ce THE
W6 To THE Sam Of THE 007 BALL ON A MINIMUM W-ri*sl
IS, SAOK FILL To Be 269 SAND, 259 COMPOST. AND NX EXWINO SOIL UNLESS
to. SIHOUE DOMINANT LEADER, OODD STRUCTURE.
17. TILL AND LOOSEN EXISM SOIL TO A OEM OF 204 C.M. IN ALL PLANTING M THAI
to, NOT WED.
19� Ir WIDE STRIP OF WIACH BETWEEN 300 PAYED SURFACE AND DRIPUNE OF PLANTS,
20. NOT USED
21, NOT USED
22, SHRUBS AND ORUNDCOVER SHALL BE FULL TO THE Mg.
mom SOME ITEMS no NOT APPLY To DETAILS ON THESE DPAWINOS.
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General Landscape Notes
1 . AJI pled malerid shall be Florida # 1 or better as outlined in Grades and Standards for nursery Plants, Department of
Plait Industry, State of Florida, most recent edition, unless otherwise noted.
2. At planting beds including around all trees shall be top dressed Wth 3' of Melalewa or Eucalyptus mulch, Cypress
mulch shall not be used on this pr�ecl. A] trees and palms shall have a minlTum of a 41 diameter muloh ring around their bass. At
muloh shall lbskept3" firomilietrunk orsterns ofall plantmaterial, Mulch Shall losapplied Witin241houre after insiallaton of plant
material, Mulch beds inallsfruto and ground cover areas shell bel' widerthalwidth Violent material,
3. At trees shall be staked with proper horticultural and arborioullural techniques, Any penetration into the trees or pain
shall be prohibited. Nail staMng Is prohibited, Replacement of pent material may result,
4, At sizes of plant materials shown on drawings or in Specifications shall be considered minimum and must bemet or
emeeded.
6. At debris, road rook, asphalt and other material shall be removed from planting areas. At areas that were formally paved
shell have all of the above totally removed to a depth of a Inafivel soil or 25W-ichever is less, then filled as noted ln#6 below.
6. fill planting beds for trees, shrubs and grourd covers shall have a rdni mum of V of top soil. At sodded areas shdl have
21 of top soil. Al top and planting soil Shell be free of delods, nodous weeds and seeds. Planting soil shall be Elled into the eAsting
native site soil at a 60:11) raflo. Planting soil shall be a 25% muck 2%b pand and 60% organic composi.
7. Al planting beds shall be Sprayed with the appropriate herbicides prior to planfing. Application, time and quantities shall
be according to the productlabel. Erivironmentailyfiriendly products Shall take preference over other chemicals.
8. A gerieral fertilizer Win a belarced analysis and innor elements shall be applied to all planting areas upon installation,
Core must be taken so thatfine ferlilizeris not applied dreolly on the root balls of the neWy installed plant materials.
9. rrarrasord or a similar product shall be installed at time of planting, Quantities and application shall be followed
according to manufacturers d rection,
10. The Landsoape Contractor is responside to become farriliar with all site oondilions, including but not lirdled to
underground and overhead utilities and other existing and proposed site features that may effect the plant material installation on
this project. Al aciustments to the installation of this pariting plan due to site conditions or other reasons shall be venfied with the
project Landscape Architect before any changes are made,
11, The quantities on the plant schedule are for reference only. The quantities on the planting plan take precedence. The
landsoap000ntraotor shall verify these quantities for bidding purposes,
12. At planting arses shall be irrigated with an underground Irrigation system designed to be as water conservative as
posslble� A rain Sensing devise Compatible with the irrigation system shall be installed. The system shall provide 10D% coverage
Wth a 60% overlap, VValer source shall be rust free.
13. At plant material shell be maintained at a height to not interfere Win eight triangles anywhere on or adjacent to the site.
U, In all areas Wiwe landscape areas abut paved areas the final grade of the laritcape material (i�o, sod, mulch, elo.)
shall be even and the samelevel as the abutting paved area.
16. At sod shall be $1. Augustine 'Florliant as shall be lad in solid pieces with staggered joints.
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SITE PLAN APPROVED
DATE— 0KJ(6(?00T --
BOARD OF COUNTY COMMISSION
Chainan
lilternatiol7c7l
A irpoit Business Park
planting plan
9/15/2004
4/30/2005
LAs 1
G
R%elved By
MAY 0 3 2005
Growth Management