HomeMy WebLinkAboutBUILDING PLAN PAGE 1-171 . ALL SANITARY WASTE AND VENT PIP�S AND FITTINGS SHALL
BE PVC (SCHED.40 MIN.) OR D.W.V. (ASTM—D-2662).
2. COPPER �TQ. ,ASTM—B-88), USED FOR HOT AND QOLD WATER LINES,
USE TYP , L FOR UNDERGROUND AND TYPE "L ABOVE
GROUND. PROVIDE DI —ELECTRIC COUPLINGS, AS REQUIRED,
FOR CONNECTION TO DIFFERENT MATERIALS, SHUT—OFF VALVES
AT FIXTURES, AND EQUIPMENT REQUIRING WATER SUPPLY.
3. ALL PIPES EXPOSED AT FIXTURES AND EQUIPMENT SHALL BE
CHROME —PLATED. PROVIDE CHROME —PLATED ESCUTCHEONS
AS REQUIRED.
4. ALL PIPING SHALL BE ACOUSTICALLY ISOLATED OR WRAPPED
TO PREVENT THE TRANSMISSION OF SOUND INTO THE BUILDING.
5. ALL POTABLE \9ktJFR LINES SHALL BE FLUSHED AND MADE CLEAR
OF DEBRIS, SCALE, GREASE, ETC., PRIOR TO CONNECTION
WITH EQUIPMECT '
7. FLASH AND SEAL4LL ROOF PENETRATIONS.
8. CLEAN OUTS 1�
,$A�t�ORDANCE WITH F.P.C. 708.3.2.
A
9. TRAP PRIMERS *CCORDANCE WITH "ASSE 1018", PROVIDE UNIONS.
FOR NEW, USE T42�":` "K" FOR UNDERGROUND AND TYPE "L" ABOVE
GROUND. PROVI tl—ELECTRIC COUPLINGS, AS REQUIRED,
FOR CONNECTION TOiCIFFERENT MATERIALS.
11. ALL COPPER PIPING SHALL BE ISOLATED FROM CONTACT
WITH OTHER METALS, ACONCRETE OR MASONRY.
12. ENSURE DRAIN AND 2WATER PIPING FROM RE —LOCATED FIXTURES
LEAVES NO DFAI-El I,A.S WATER OR WASTE COULD STAGNATE.
'K A,�,
13. PROVIDE SHOC AIR CHAMBERS ON EACH QUICK CLOSING
"NJVALVE, INCLUDING M ATER HEATER (IF IN CONTRACT), TO PREVENT
"WATER HAMMERIN4.
14. DRINKING FOUNTAIN%SHALL COMPLY w/ 2014 FBC
'i Y*
f1i 7;
USE EXISTING WATER SUPPLY4;ANI & VENT STACK
KEEP ALL VENT PIPES UNDER FLOOR SLAB; INSIDE WALL OR CEILING ASSEMBLIES.
ENSURE NO DEAD-END SAN. OR SUPPLY PIPES REMAIN IN FINISHED PLUMBING
SYSTEM, (TO AVOID STAGNATION & HEALTH ISSUES).
ALL PLUMBING WILL COMPLY WITH 2014 FL P LUMB ING CODE
PLUMBING FIXTURES:
ALTERNATES TO BELOW ARE ACCEPTABLE & CUT SHEETS OF ALL PLUMBING FIXTURES
MUST BE PROVIDED FOR OWNER SIGN —OFF PRIOR TO PURCHASE.
1. ALL W.C.'S TO BE ST THOMAS CREATIONS MARATHON I ADA COMPLIANT 1 �16
GPF ELONGATED 2 PIECE TOILET;
2. ALL LAV'S TO BE WALL MOUNTED SINKS KOHLER MODEL # K-2032-0
INTERNET# 100080811 GREENWICH WALL —MOUNTED BATHROOM SINK IN
WHITE'w/ ADA COMPLIANT LEVER TRIM w/ POP UP ASSEMBLY, ONE PIECE
CHROME FINISHED BRASS DRAIN & PLUG;
3. URINAL: AMERICAN STANDARD, TRIMBROCKTM 1.0 GPF SIPHON —JET URINAL
VITREOUS CHINA;
4. DRINKING FOUNTAIN: ELKAY BI—LEVEL WATER COOLER — EZSTL8LC — VERSATILE
5. SERVICE SINK: FIAT PRODUCTS LAUNDRY TUB KIT, WITH FAUCET, FLOOR,
WHITE ITEM # 5NFL8 MFR. MODEL # FL7TG10O LAUNDRY TUB KIT, WITH FAUCET,
MATERIAL FIBERGLASS REINFORCED POLYESTER RESIN, MOUNTING TYPE FLOOR;
17"-19"
CO
co -to
CQ ch)
E' E�
�:) ::) L
0 0
fl� 8"MIN
C)
DRINKING FOUNTAINS
SCALE N.T.S.
TO SANITARY
LIFT STATION SYTEM
SEE CIVIL DRWGS
STUDOR OR OTHER AIR
EMITTANCE VALVE UNDER
SINK
OFFICE
11 1
TO LIFT STATION. I z
ASEE CIVIL DRAWINGS
1 4" C.O.
40 1—
4.
Lu
7ED 1 5"
FUTURE
CONFERENCE
ROOM
1st FLOOR PLUMBING PLAN
311VTR�
"6��THROUGH ROOF
121 ASSEMBLY
INSIDE
LAVI
CEILING
2 r 1211
1.5"
INSIDE
WC
3 go WALL
LAV 2
2 CO LAV
Rof
z 2
2 3
wc 211
CQ WC UR
D.F.
211
2 LAV
2 01
1211
2ND FLOOR
21f
ASSEMBLY
419CO
ol I I
I if
2 12"
EXTERIOR
WALL
SCALE: 1/4" = V-10"
1.2511C
SUPPLY
- - - - - - - - - - - - - - - - - -
-----------------
IF F
2nd FLOOR PLUMBING PLAN
EXISTING 'N
WATER METER
SCALE: 1/4" = V-10"
INSIDE
EXTERIOR
WALL
LAV
1/211
WALL
STING
qSIDE
:_RIOR
WALL
1/211
WC
STUDOR OR
OTHER AIR
FTANCE VALVE
DER COUNTER
S.S.
_211ro
NEW #ABOVE SLAB SERVICE
SINK. CONNECT 1/2" H&C
SUPPLY FROM EXISTING
PIPES ON
KITCHEN SINK
EXISTING
HOT WATER
TANK TO
REMAIN
C6
d,
VV H
L
ARCHITECTURE
NEW I CONNECTED
NEW KITCHEN
SINK &
006 &. -
TO EXISTING SANI LINE
DISHWASHER
CONNECTED
nnk
FOR K.S. UNDER COUNTER
TO EXISTING
SINK C&H
& TIGHT ALONG WALL
W.SUPPLY &
SAM. DRAIN
(772)631-57,og AA26002573
THESE DRAWINGS CONTAIN
NEW S.S. TO
EXISTING K.S.
ARCHITECTURAL SYMBOLS
USED FOR GRAPHIC
SCALE: 1/4" V-10"
PURPOSES ONLY. SIZE AND
LOCATION MAY VARY TO
MEET MANUFACTURER'S
SPECIFICATIONS.
DO NOT SCALE DRAWINGS.
ANY QUESTIONS ABOUT
D W
DIMENSIONS, CONTACT
1/2 go
DESIGNER.
K.S
go
1,0,000
1 i2l;
DW
211 1/291
K.S. S.S.
211
PLUMBING IS EXISTING
EXCEPT NEW S.S. & DW
ADDED AS NEW
KITCHEN RISER DIAGRAMS
IN EXISTING BLDG
3/411
UR
"Vologgli LAV
1/2
1/211
WC
RUN H.W. SUPPLY
SAME AS WATER TO
ALL FIXTURES BUT
URINALS, WC'S & D.F.
BOTH FLOOR LEVELS
3/411
1/211 3/411 H
LAV
go (D
3/4 CD
rc LAV
1/211
1/211 1.2511 1/211
WC
1219
4
1/211
WC
1/211
H
RUN H.W.
SUPPLY TO
NEW SERVICE
SINK
NOT TO SCALE
1/211
LAV
INSIDE
WALL
3/419 1/211
UR D.F.
2ND FLOOR
ASSEMBLY
1/209
WC
INSIDE
WALL
1.25
INSIDE 3/4 1/2
if LAV
411 WC WALL UR /4
3
INSIDE
11 LAV 11
LAV 2 If 3/4 WALL
219 11111111 CO LAV 1/2 UR
1111111111111 R 219 of
.0 Ili— 01 if it 1 1/2
219 l0000il! 3 4 WC11 211 f.
WC UR INSIDE �.�,IDALL P10100$70 t1h
D.F. AR.S'U3,JFCT T0'Afjy cor'496,-C�v,
if WALL
LAV 1.5 1/2 �QUIRED 0-Y Fl�`LD 111SPECTOPS TH
MAY BE NECEnSARY I,% L�jDp
2"
211 LAV _n-,ro
LI ALL, �43U;
ANGLE STOP FULL OPEW _j, APPL:^ CEDE
SHUT-OFF VALVE (EXIST1G)
0
QW)
con
NO.REVISION/ISSUE
DATE
&
1ST —REVISION
_2Y
2ND—REVISION
ZK�—RD—REVISION
CLIENT:
A-1 TRUSS COMPANY
4451 ST LUCIE BLVD,
FT. PIERCE, FL
Rayrfia5d Chladny
Licensed Architect #AA-26002573
MAM
SANITARY RISER DIAGrxtA WATER SUPPLY DIAGRAM
NOT TO SCALE NOT TO SCALE p 1
d
Z
W
0
W
z
Lu
i6
IT
2
W
SURVEY POINTS OF INTEREST
G)= 3/4"PIPE DESTROYED - POSITION REESTABLISHED FROM PREVIOUSLY RELATED POINTS & MEASUREMENTS. 4'HIGH HOG WIRE FENCE MEANDERS ALONG R/W LINE - VARIES FROM V S. OF L LINE TO 3'N. OF RM LINE.
& CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE GREEN ACRES S/D PLATS. IS)= WOOD LIGHT POLE - CONTROL PANEL ON N. SIDE POLE & UNDERGROUND WIRE$ ON W. SIDE. SOO'09'26W
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED INTHE HARMONY HEIGHTS PLATS, a = GUY WIRE ANCHOR IS 3.7'S. & 3.4'E. OF N.W, CORNER OF PROPERTY. 20.00'
FND. 04 CM (NO #) - FND 3' DIAMETER CAR AXLE - 02N. & 0.7' E. - FND. 1" CAR AXLE 02S, & OR E. G = WOOD ELECTRIC POLE (LINE RUNS FROM NO� 9, THEN TO NO. 12) - U/G CABLE ON SW SIDE OF POLE. EX. CONTROL STRUCTURE
FND. 4X4 CM (NO #) IS = WOOD ELECTRIC POLE GRATE=19.15
PARCEL ID: 1431-120-0000-000-6 WEIR=16.34
GFND 5/8' IRON ROD & CAP (LB 6674) - FND. 4X4 CM (NO #)1.0 103 = WOOD ELECTRIC POLES ALONG AIRPORT ROAD VARY FROM 0.3'TO 1.0'N. OF THE RIW LINE. ZONING: IL BAFFLE=15.34
) = - S. & 0.1' W. LAND USE: IND BOTTOM=14.63
S.B.T. FIBER OPTIC UNDERGROUND CABLE MARKER z GUY WIRE ANCHOR 13 5.0'N. & 10.0'E. OF S.W. PROPERTY CORNER. EX. USE: VACANT
= WOOD LIGHT POLE WIELECTRIC METER & CONTROL PANEL EX. 8" DDCV & WATER METER
M
P M
X M
0
b3 EX. 8" DDCV &
HAIN METER
LujsLT BING N EX. 7' C1 WATER I
mETA LINK FENCE I
.0 EX. TCHAIN
0, LINK FENCE 4
SOO-06'26"W 1214.2
2
-7�
x
EX. SWALE
T_ 77P FT 71'8�7 T7
q- 1 771
EX. DRY DETENTION AREA EX. 8" PVC WATER MAIN &
1 2" PVC WATER SERVICE 95.66' EX. 8" PVC WATER MAIN &
j_[7T (per previous site plan) 2" PVC WATER SERVICE
lei
+ Al ��i 10
-I, HO
EX. UTILITY POLE (TYP.)
x x '0 x
EX. 7'CHAIN LINK FENCE TO REMAIN
Ilk PROPOSED
RELOCATED POSED
FENCE EX. 15" CMP 20'
PER OWNER INV. EL.=16.57
EX. DITCH fq 1 0
EX. STABILIZED AREA x 246.39' ".1 EX.CONCRETE z
EX. TCHAIN LINK FENCE FLUME TO REMAIN 00
WITH BARBED WIRE TO
PROPOSED COVERED STORAGE AREA #2 BE RELOCATED x
3,600 SF FFE=21.80' L x 00
EX. SWALE TO REMAIN
X, x 'TD
73.
1?ko.o. IN 222.50'
z h,
. .4 1, . 320.23'-
OD i20.O'
(o -------
PROPOSED COVERED STORAGE AREA #1 0')
6,250 SF FFE=20.20-
CD
CT kk 01 x 0
x
0
EX. SWALE TO DRY -Old EX. TCHAIN LINK FENCE WITH
MAIL
DETENTION AREA BARBED WIRE
N _0 EX. COVERED ST . ORAQE I AREA1 EXISTING SWALE TO BE RECONSTRUCTED
0 3,15POSFIFF9=21.901 xv E (TYP.)
(3) EX.TRE
z
Q) C! MIN, S_ EX. ELECTRIC PULL BOX
IV 0 K, r- �O '3� x
0) x
0 EX. FIRE HYDRANT TO REMAIN
< fh
l..Hc)NT I.0
r 7 PROPOSED MITERED END
A7
GIVES. EX. COVERED STORAGE ARE , 1 "t /_ SECTION IN REGRADED SWALE
3, 600 &,FFE=?1,.0! x �q�
CHRS10
I., . - ;. r '0 PROPOSED WHEEL STOPS (TYP.)
10 ID L ' jr EX. WM
REAR 2. EX. TCHAIN LINK FENCE x W LOCATED PROPOSED DRAINAGE MANHOLE
WITH GATE BY LOCATE 25' EX. WOOD BRIDGE
ZING. EX. BUILPING'A' EX. 6"FiRE LINE COMPANY AND CONCRE INAGE
COVERED PRODUCTION AREA
83,200 SF
TFC171 (per previous site plan) GE A�RIEA SLAB TO BE NAGE PIP
I I x REMOVED
I r�.. COVERED STOfi'A
'2.03' EX. RISER 3160Q SF FFE=,1,19'
FFE=, N .3
PROPOS65' EST IXN=S
IL
EX. xv x
EX. FDC,t\
SHELL EX. BUILDING"D" ----
W
ROAD All
0 PROPOSED COVERED EX. 2 STORY C.B.S. BUILDING
STORAGE AREA #3
9,080 SF FFE=21.20'
EX. ELECTRIC METER EX. BUILDING JRROPOSED
EX. LIFT STATION
BUILDING
EX. 15"CMP CONTROL PANEL ISTORY 2 STOR!� x
EX. DITCH EX. 8" PCV EX. FPL TRANSFORMER PAD OFFICE ,�'ftbFFICE X,
A BUILDING BUILDING
WATER MAIN PROPOSED STRIPING I
rill AND WHEEL STOPS 11 5,250 SF 09,920 SF'0L 339.45'
1, FFE=21.93' FFE=21.93, L X.. NCRETEx
EX. 1"WATER 7
........ FLUME TO BE
SERVICE 7 REPLACED x x
F o PER FDOT I
0
EX. EDGE 0
PAVEMENT v0INDEX#21
10
x XIV L EX. SIGJ*�
EX TYPE'D'CURB '.0 x x 40.15' X,
EX. LIFT STATIOU
4 Is'- EX- CONCRETE SLAB
IW- .1" V - -----------
_X� -- - ----
-ul
18.10'
-7
x 1�
X'A
vl�__ 01
7EX. BUILDING'C' EX. UTILITY POLE
I STORY CB.S. BUILDING EX. 1 1/2" 1 �X. SWAI F S00010'08"W 1214.06' 15.46' TO REMAIN UTILI OLE EX. AT&T
T BE RISER
900 SF FFE=21.16' EX. LIFT STATION FORCE MAIN EX. CONCRETE EX. CONCRETE POLE BE EX. 2" FORCE MA114 RELOCATED ----
TOP=16.85 TO EX 1
EX. CONCRETE FLUME .1 STORY EX ' ISTORY
FND 6/8" IRON ROD & CAP EX. FIRE RELOCATED BY OTHERS EX, UTILITY POLE TO BE BUILDIN I
FLUME G EX. 16" CMP BUILDING
(LB6674) - FND 5/8" IRON ROD PARCEL ID: 1431-114-0 HYDRANT (TYP.) PARCEL ID: 1431-111-0020_0 RELOCATED BY OTHERS
& CAP (LB4223), 0.6' EAST ZONING: IL ZONING: IL
LAND USE: IND 10'LANDSCAPE LAND USE: IND PROPOSED MITERED
LEGAL DESCRIPTION EX.USE: VACANT BUFFER EX. USE: WAREHOUSES END SECTION IN
) SWALE
THE WEST 1/2 OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 31,
TOWNSHIP 34 SOUTH, RANGE 40 EAST, LESS AND EXCEPTING THEREFROM THE PREVIOUSLY APPROVED IN 2000 RES. 00-136 PROPOSED ADDITIONS
RIGHT-OF-WAY OF ST. LUCIE BOULEVARD AND LESS AND EXCEPTING THEREFROM
THE RIGHT-OF-WAY OF FT. PIERCE FARMS DRAINAGE DISTRICT.
Total Site Area = 822,848 SF = 18.89 Acre 100 % Total Site Area = 809,799 SF = 18.59 Acre 100 %
ALSO LESS THE NORTH 20.00 FEET OF THE ABOVE DESCRIBED PARCEL OF LAND. PRE-201 ROW DEDICATION TO ST. LUCIE BLVD. POST-202 ROW DEDICATION TO ST. LUCIE BLVD.
SUBJECTTO: IMPERVIOUS AREA
ALL RESTRICTIONS, EASEMENTS RIGHT-OF-WAY RESTRICTIONS OF RECORDS. IMPERVIOUS AREA
STRUCTURES 174,400 S.F.
CONTAINING 18.590 ACRES, MORE OR LESS. PAVEMENT 246,976 S.F. PROPOSED BUILDING 28,850 S.F. 0.662 AG. 3.56%
PROJECT NAME: A-1 ROOF TRUSSES STORAGE 100,998 S.F. PROPOSED PAVEMENT 24,178 S.F. 0.555 AC. 2.99%
4451 ST. LUCIE BLVD. EX. PAVEMENT REMOVED 10,011 S.F. 0.230 AC. 1.24%
FORT PIERCE, FL. 34946 IMPERVIOUS/PERVIOUS
PARCEL 10 M 1431-112-0001-000-8 TOTAL IMPERVIOUS 522,374 S.F. 63.50% IMPERVIOUS/PERVIOUS
FUTURE LAND USE: IND
ZONING: IL PERVIOUS AREA 300,474 S.F. 36.50% TOTAL IMPERVIOUS ADDED 43,017 S.F. 0.987 AC. 5.31%
OWNERIDEVELOPER: BETKOR PROPERTIES LLC.
4451 SAINT LUCIE BLVD, TOTAL FLOOR AREA = 151,900 SF
FORT PIERCE, FL 34946 BUILDING AREA
PARCEL ID #: 1431-140-0000-000-8 Phase One 94,900 S.F. Proposed Office 9,920 S.F. 0.228 AC. 1.23%
FUTURE LAND USE: IND Office 5,000 S.F.
ZONING: Ix Proposed Manufacturing 18,930 S.F. 0.435 AC. 2.33%
OWNER: BETKOR P PERTIES LLC Phase Two 52,000 S.F.
4451 SAINT LUCIE BLVD.
FORT Pf ERCE, FL 34946
TOTAL BUILDING AREA 28,850 S.F. 0.662 AC. 3.56%
INV. EL.=17.31 EX. 2 - BACKFLOW
PREVENTERS AND 1" METERS
EX. 15" CMP 1 800*1 1 0*08"W
EX. 12" PVC WATER MAIN
80' 1 81
EX. WOODEN POWER POLE
a
> z 1��
0 so
IN FEET )
I Inch - 60 ft.
LEGEND
EXISTING SPOT ELEVATION
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED ASPHALT
EXISTING ASPHALT
0
EXISTING UTILITY POLE
N.T. 1-5
NEW TREE IN
PROPOSED PARKING LOT
DATUM:
ALL ELEVATIONS ARE BASED ON NORTH
AMERICAN VERTICAL DATUM OF 1988a
to
.1 *LANDSCAPE NOTE:
C ALL PROPOSED LANDSCAPING SMALL
�0
M COMPLY TO ST. LUCIE COUNTY CODE 7.09.00
W 1 0
0 z
PROPERTY LINE
z
I-T
x x
EX. OAK TREE
TO REMAIN
1 1 �2 *PROPOSED 368' SLC APPROVED CONTINUOUS HEDGE
TO.C. (38872' O.C. = 194 SHRUBS)
Z
0 *PROPOSED SLC APPROVED TREES EVERY
1O'ALO11 RIGHT OF WAY (APPROX. 9 TREES)
F-1105
EX 6" PVC FOF.CE MAIN
Tree Mi
iz;. Lu�u
M Z PROPOSED NEW TREES
Al �a (N.T.)
�.j E
Item
15'LANDSCAPE BUFFER Oaks Removed
PROPOSED STOP SIGN
AND STOP BAR (TYP.) Oaks Preserved
z
. 01 C2 EX. 10" DDCV &
BACKFLOW PREVENTOR,
EX. TREES TO
BE REMAIN
EX. FORCE MAIN VALVE
EX. SWALE TO BE
RECONSTRUCTED
EX. SIGN TO REMAIN
PROPOSED MITERED
END SECTION IN
REGRADED SWALE
EX. TOB OF FT. PIERCE FARMS
WATER CONTROL DISTRICT
t CANAL NO. 26
Developer proposes removal of three (3) oaks
totaling 40 inches DBH and preserving the
remaining oaks in the area of development
being 244 inches DBH. The developer also
proposes installing new oaks in the new parking
islands as required by St. Lucie Code.
SET5/8"IRONROD&CAP
(LB6674)
Parkinq Information
INV. EL.=17.48
20.00'
I
Proposed Development:
Manufacturing Area (1112,930 SF @ 1 spaces per 1000 SF)
I=>
113 Stalls
TOTAL AT BUILDOUT
Office Area (15,170 SF @ 1 spaces per 200 SF)
=>
76 Stalls
Total Site Area = 809,799 SF = 18.59 Acre 100 %
Total Parking Required
=>
189 Stalls
Total Parking Provided
=>
184 Stalls
1POST-20'ROW DEDICATION TO ST. LUCIE BLVD.
Required Handicapped
=>
6 Stalls
Provided Handicapped
=>
6 Stalls
IMPERVIOUS AREA
BUILDING 129,000 S.F. 2.961 AC. 15.93%
Proposed Parking for Phase I (See Sheet 2)
=>
77 Stalls
Handicap Parking
=>
6 Stalls
PAVEMENT
278,868 S.F.
6.402 AC.
34.44%
IMPERVIOUS/PERVIOUS
TOTAL IMPERVIOUS
407,868 S.F.
9.363 AC.
50.37%
PERVIOUS AREA
401,931 S.F.
9.227 AC.
49.63%
EX. 12" PVC WATER MAIN
BUILDING AREA
CA
Manufacturing Building
112,930 S.F.
2.592 AC.
13.94%
Office Building
15,170 S.F.
0.348 AC.
1.88%
TOTAL BUILDING AREA 129,000 S.F. 2.961 AC. 15.93%
Ar,'Z "U10JUTTO ANY CONIX711CNO
AtGUIRED SY RUD INSPECTORS VAT
LIU 9111 NVISSAXY IN 0AW �0
C2.L',TLVWi7"', ALLVFU�MU CODES,
Building Height:
Two Story (Height of 35 FT.)
BUILDING SETBACKS J!LL
FRONT: 25 FT.
SIDE: 10 FT.
SIDE CORNER: 20 FT.
REAR: 20 FT.
PROVIDER QF UTILITIES:
WATER & WASTEWATER:
FORT PIEROE UTILITIES AUTHORITY
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#5621
1934 T
FT. PIE
phone: 77
15-251
I OF2
figation Table
Total Inches
(D13H)
40
244
New Oaks
15
Mill
d
W
0
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EX. TCHAIN
t8 Pi LINK FENCE
�SO0009'26"W 1214.20'
EX. DRY DETENTION AREA
PROPOSED
PHASE 3
EX. DITCH: EX. STABILIZED AREA
PROPOSED COVERED STORAGE AREA #2
3,600 SF FFE=21.80'
EX.
SHELL
ROAD
FTP 25
EX. UTILITY
POLE
d
EX. 16" CMP
EX. DITCH
r I � =
1 PROPOSED COVERED STORAGE AREA #3
. ..... 9',0'8'0 SF FFE=21.20'
PARCEL ID: 1431-120-0000-000-6
ZONING: IL
LAND USE: IND
EX.USE: VACANT
�'.�6.6: � — - , ' " ' ,
'4
------------ — I ____ -
EX. COVERED STOkAQE�AkEA
3,6PO SIP FFI�=21,9Q'
PROPOSED
PHASE1
17",Ex7c,�ERED STORAGE AR _71
3,606,S0yFE=?,,.93',
L
EX. BUILDING'A'
COVERED PRODUCTION AREA
83,200 SF COVERED STORAGE A' REA
FFE=22.03' 3,60Q SF FFE,=�1.89'
L _J
_JL. ft.
EX. BUILDING "D" EX. FDC
EX.2STORYC. &BUILDING 6—
PROPOSED PHASE 2A & 2B.
EX. BUILDING �PROPOSED,
2A-FIRST 2 BAYS 'B' G 'E',
2[3-REMAINING 4 BAYS 1STORY RY
BICE OFF111 E
OU FILFD I N G SUILDING
5 250 SF 9,920 SF
L FFE=21.93-
7
EX. 1"WATER FFE=21.93'
SERVIC7E
11 1 Et Eli!
E),. EDGE OF 1-711
PAVEMENT
7&U, J
4
EX. LIFTIT
I ----------------
�7
EX. BUILDING ' C. J 10'LANDSCAPE S00*1 708"W 1214.06' F_
1 STORY C.B.S. BUILDING BUFFER
900 SF FFE=21.16' Install Handicap I
7PARCE L ID: 1431-114-0001-000-4 Sign Per FDOT PARCEL ID:1431-111- Fo��
Index No. 17355 ZONING' IL
Install Striping Per
FDOT Index No. 17346
NOTES:
1. TOP PORTION OF FTP 25 & 26
SHALL HAVE A REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE
SYMBOL AND BORDER.
2. BOTTOM PORTION SHALL HAVE A
REFLECTIVE WHITE BACKGROUND WITH
BLACK OPAQUE LEGEND AND BORDER
3. FTP 25 & 26 MAY BE FABRICATED ON
ONE PANEL OR TWO.
4. FTP 25 IS FOR USE IN AREAS WHERE
SPACE IS LIMITED.
5. REFER TO FDOT INDEX NO. 17355 FOR
HANDICAP SIGN STANDARDS.
HANDICAP SPACE DETAIL
WHITE
HANDICAP SIGN
BLUE
WHITE
F11MIA
BLUE
(A
111110�
CA
(:�3 5711h)
EX. 1 STORY
BUILDING
2663.W
PROPERTY LINE
0 50
IN FEET
I inch — 60 ft.
LEGEND
��s
EXISTING SPOT ELEVATION
1)91�
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED ASPHALT
EXISTING ASPHALT
0
EXISTING UTILITY POLE
C�
Z Varies
Provide 1111" to 1/4" contraction
joints at 10'centers (max).
-M rn
0 7
0
Z
0
W Compact Subgrade to 98%
of the Maximum Density as
u) NOTES: Determined by AASHTO T-99
1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction.
D' 14V I I 'E: W
Z
Z . rJ
m X
0 W
m
0 4" THICK SIDEWALK DETAIL
a,
Z 2" ASPHALT PAVEMENT
FOOT TYPE SP 9.5
FOOT P
*E S
P 9 '1
8" LIMEROCK OR
COQUINA BASE
98% Modified Proctor tea
max. dry density.
EX. SIGN LBIR min of at least 100
12" min. STABILIZED SUB -BASE COURSE
/. 9 M I �mAx E
8% Modified Proctor test max. dry Idensit
Stabilized to an LBR of at least 40
TYPICAL PAVEMENT SECTION
L —1
THESIS PUNIS A,*JD ALL
REQUIRED BY RUD IM"11"ECTOPS THAT
My EE. NFOff"JuxY I.N mr)�S_rj TO
C 11 ILI 11-1 LY YJ I ' 1
114 X L APPL:0A3Lj1' cCi)ES.
EX. 12" PVC WATER MAIN
I ;i_2
M. lu lu
1wiLt 1JY
Construct Concrete
1_ -I- I..., 111�
5tall striping per
)OT Index No. 17346
PARKING AREA DETAILS
(TYPICAL)
Z
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(DATE)
ir
1104. KUMMY,
15-251
2 OF 2
CONSTRU
KEY WEST �%.. alp
j '0060
TION PLANS AND SPECIFICATIONS
1100m
Aml TRUSS
SECTIONS 28, 29) & 33, TOWNSHIP 34S, RANGE 40E
ST, LUCIE COUNTY, FLORIDA
Proiect Location
INDEX OF SHEETS
I COVER
2 OVERALL KEY SHEET
a -CT
3 DEMOL"47ON PLAN
4 DEMOLITION PLAN
5 HORIZONTAL CONTROL AND STRIPING PLAN
L
1-7
A 6 HORIZONTAL CONTROL AND STRIPING PLAN
7 PAVING, GRADING, & DRAINAGE PLAN
J 8 PAVING, GRADING, & DRAINAGE PLAN
9 STORAGE BUILDING #3 CONSTRUCTION PLAN
ST LUCIE BLVD COU TY ROAD 608 EAST
E
10 PAVING, GRADING AND DRAINAGE DETAILS
11 STORMWATER POLLUTION PREVENTION PLAN
12 SPECIFICATIONS
�RqEl i� I
Lbli
AND ALL PROP OS.1-1)
RizLWIRELI By HUD MpE
IN E 0 f-l" cr -DURS THAT
8� RY I'N ORD
M �
C
-"'�4'1"Ly K'1171LI 'Ll L APPU
a4XE CCDE&
VICINITY MAP
E ENGINEERING DESIGN
& CONSTRUCTION, INC.
1934 TUCKER COURT
FT. PIERCE, FIL 34950 DATUM NOTE: t4o
Cft phone: 772-462-2455 ALL VERTICAL ELEVATIONS SHOWN ON THESE PLANS REFERENCE THE It. RENN 10. 51,
fax: 772-462-2454 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD), A TYPICAL ACCEPTED 0a+lUCSKEW'�6IJIRTl I
BOARD OF PROFESSIONAL ENGINEERS CONVERSION FROM NAVD TO NGVD IS NAVD = NGVD - 1.475' F!A�
ft&
CERTIFICATE OF AUTHORIZATION NUMBER 9935
qr�
Lf)
C4
1
L0
qr�
ii�
to
ll�—
z
U.J
z
w
0
d
z
w
m
0
w
b
9
Ls
6;
I
0
0
p
EX. DITCH EX. STABILIZED AREA
0
EXDRYDE TORAF—
Imw
PARCEL ID: 1431-120-0000-000�6
ZONING: IL
LAND USE: IND
EX,USE: VACANT
2
0
EX. 7' -'8 INO
LWTALT..___]
CHAIN 157
LINK 79
=ENCE
T's'mp
I -T- -T I-T
1 1 7 -17 1 1 F-T 1 --7 1 -F-1 T F71 71 r�d
7 FT�
_FT
FFI
T T F F-1 T F 1-1-1— — — —
t9
41678
PROPOSED COVERED STORAGE
AREA#2
3,600 SF FFE=21.50'
-4,
EX. SWALE TO DRY
DETENTION AREA
N T
0 >
z L A
z X
z 0
m i
0
6
E�. BUILDING'A'
COVERED
PRODUCTION AREA
37577
I — Elf,--
83,200 SF
-----------------------
0 0
PROPOSED COVERED STORAGE
AREA #1
6,250 SF MIN FFE=21,50'
15'LANDSCAPE BUFFER
PROPOSED
PARKING
LOT
EX,
UTILITY
v
EX. FDC
EX.
I POLE
SHELL I
------------
ROAD
Hill
9
EX. 15"
-T.F—FICE
CMP EX. 1
99�llN�
" — - :
FFE-o— E-11 . — :;,: .�i! ij�::�i
EX. DITCH WATER r�#O, i7,l
SERVICE
EX. EDGE OF
PROPOSED COVERED STORAGE
0 AREA#3 PAVEMENT
9,080 SIF FFE=21. EX. SIGN
50'
EX. LIFT STATION
------------- ------
----- ----- -------- --
E X..
ILDING 'C'7/ 10'LANDSCAPE
1 STORY C.B. BUILDING BUFFER
900 SF FFE=21.16'
PARCEL ID 1431-114-0,001-000-4 PARCEL ID: 1431-111-0020-0004
ZONING: IL ZONING: IL
L AND USE IND LAND USE: IND
EX USE VACANT EX. USE: WAREHOUSES
PROPOSED OFFICE BUILDING 'E"
9,920 SF FFE 21.93 NAVD
L —1
I
C
0
0
40' 40' 1
120
EX. SIG IN
91, W
lol 1
74T
EX. 12" PVC WATER MAIN
PROPERTY LINE
0 60
IN FEET
I inch = 60 ft.
LEGEND
EXISTING SPOT ELEVATION
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED ASPHALT
F-1 EXISTING ASPHALT
0 EXISTING UTILITY POLE
1 12,
Z
Z
7, K)
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0
C:)
Lo z 2
0.) Lo r3m
--t U,) zz
z 0 CY) Ld z
� 0
C14 <
I U,) Z
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cf) w I CNI E
04 (o o
M
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z Z X r-,
Z) CN
0 W b5 r, 00
C:
z Co 0 < 0
0) F-: m
0
LLI Ca LL CL 4CU- F-
Lu 0 (m)
w
w x L
z 2 :E z 0 x 4
z w 9 w
0
U)
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J��o
I--
Lu
w
oc
U)
Lu
LLI
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193* CKERIAT
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FT.. L 3419(
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15-251
2 OF 12
0
0
z
0
0
—j
LL
G
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0
C.)
Lu
-j
16-
z
R
(1)
(5
Z
w
0
6
z
z
0
z
ILI
m
0
z
0
w
z
E
SURVEY POINTS OF INTEREST
(D= 3/4"PIPE DESTROYED - POSITION REESTABLISHED FROM PREVIOUSLY RELATED POINTS & MEASUREMENTS,
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE GREEN ACRES SID PLATS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE HARMONY HEIGHTS PLATS.
FND, 4X4 CM (NO #) - FND 3" DIAMETER CAR AXLE - 0.2'N. & 0.7'E. � FND. I'CAR AXLE 0.2- S. & offE.
FIND. 4X4 CM (NO #)
G) = FIND 5/8" IRON ROD & CAP (LB 6674) - FIND. 4X4 CM (NO #)1.0'S. & 0.11 W.
0 = S.B.T. FIBER OPTIC UNDERGROUND CABLE MARKER
4- IT I GH HOG WI RE FENCE M EAN DERS ALON G R/W I -I N E - VARI ES FROM VS. OF RfW LINE TO 3'N. OF RIW U NE.
WOOD LIGHT POLE - CONTROL PANEL ON N. SIDE POLE & UNDERGROUND WIRES ON W. SIDE.
GUY WIRE ANCHOR 15 3.7'S. & 34E. OF N.W. CORNER OF PROPERTY.
S= WOOL) ELECTRIC POLE (LINE RUNS FROM NO. 9, THEN TO NO, 12) - U/G CABLE ON SW SIDE OF POLE.
G) = WOOD ELECTRIC POLE
(B = WOOD ELECTRIC POLES ALONG AIRPORT ROAD VARY FROM 03TO 1.0'N. OF THE RIW LINE.
S= GUY WIRE ANCHOR IS 5.0'N. & 10.0'E. OF S.W. PROPERTY CORNER.
8 = WOOD LIGHT POLE W/ELECTRIC METER & CONTROL PANEL
I MATCHLINE STA: 22+50.00
LEGEND
,,C� EXISTING SPOT ELEVATION
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
q;fg, 11 �i
PROPOSED ASPHALT
w
EXISTING ASPHALT
0 EXISTING UTILITY POLE
N.T. 1-5 NEW TREE IN
PROPOSED PARKING LOT
DEMOLITION
Z
0 20 z
L0
Z'
uj U) 0)
w w
IN YEET 0 C:) w w
I inch = 20 ft. JIL:
Lf)
IL 0) Lo
%T LO zw z
IL 0 cy) -t z
IL z 04 -1 0
DATUM: 1E LL 04 't Z2 r<4
(0 04 in Fr
ALL ELEVATIONS ARE BASED Lu LLJ Lj -t - (n 0
ON NORTH AMERICAN IE UJ �e ( 1 C-4 tu
_) 04 (D 0
z z
VERTICAL DATUM 6F 1988.
1E W
IE 0 00
IE C) 0
C.) it
IE z cy) 0 <
0
m
uj 06 LL CIL 4-
w
0
EX. COVERED STORAGE AREA 0 PROPERTY LINE
3,600 SF FFE=21.93'
0
50.
SAW CUT AND REMOVE EX. ASPHALT Y
0
x X�lx�
+
x X�00 X,95�
0 RELOCATE LIGHT POLE
EX. BUILDING'A'
tq
COVERED PRODUCTION AREA I
0
83,200 SF 4N� b, EX. COVERED STORAGE AREA
FFE=22.03'NAVD 3,600 SF FFE=21.89'
REMOVE EX, FENCE
REMOVE EX.
BOARDWALK
L 0 RE OVE EX. CONCRETE SLAB
FL FL FL FL p.
0
XNI CONCRETE
EX. BUILDING "D" EX. FENCE TO REMAIN SLAB
CONCRETE
S B
EX. 2 STORY C.B.S. BUILDING ws
0 ;C��ATr
x
50.00' Ol .,logo
ws z
ws ws-�J-A 00
El
OD
9.9
Xl RELOCATE EX. TREES
+ +
5.95'
X2 x gN SAW CUT AND X7.090
REMOVE EX. ASPHALT x
0
F9 x7o 46
5-
0
EX. BUILDING'B' WM TOP )F
I STORY OFFICE
El El BA IK
BUILDING 5,250 SF m
FFE=21.93'NAVD wM
VMOLND
lwM—
\NM
5.95' x
0
PHALT
REMOVE EX. SIDEWALK AND AS
REMOVE EX. FLUME N,36 xAq
N90 1� I
Xqgs
xs�
",g,50.00' x
.51 RELOCATE POWER I—
.78 EX. SIGN 10 REMAIN POWER POLE AND AND ELECTRIC BOX
ELECTRIC BOX TO REMAIN
Zs
7
0
I z 2
z
.5
'w
z 0
E
cn
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a.
cn
m
z
0
Q
M
TOM
4
0
m
9?0�
— 7.0 X7.019 '701, .�Og, A
REMOVE LANDSCAPE ISLAND. R.J.
PRESERVE AND RELOCATE MAILBOX. #56i,
— 1111, — — — — — UAI&T UAT&T — — — — — — UAT&T UATJ,
0 0b BID: 20+00.00 ..... . j IJATIT� -m----------WAT&T- UAT&T UAT&T 19347
4+00 — —WM— WM 2+00 1+00 —UP FT. PIE
5U — — — — — — Wm— phone:
Wm— — — — — — WM
wm wm ------ xq0 — — — — — —
=M x
FM FM FM — — — — — — 1 0
0 _fM - — ----- qi5l X�99.& 10'. k, X,q.gl 5
xoo� —==±- rtj.o� "l 5 1096
18-60' T&T
�,q.v A
X�93P IRON Xl� 51
20.90'
0— 0— 0— 0 O—s�� 0 EX. TOP OF BANK PROPERTY LINE S00*1 0'08"W 1214.06 N 89'48'19.1 W / c
EX� FENCE
35.35'
r7
Till
a
,NV'%'2 J K "/Z
No -4
,
RNEDY,,P.
0
m&_0,quIlf , 11 - 7
— amn- -
15-251
3 OF 12
z
0
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z
0
0
—j
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L7
z
0
0
w
z
d
d
z
z
0
w
Q
z
w
0
z
0
w
SURVEY POINTS OF INTEREST
3/4" PIPE DESTROYED - POSITION REESTABLISHED FROM PREVIOUSLY RELATED POIN rS & MEASUREMENTS
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE GREEN ACRES SID PLATS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE HARMONY HEIGHTS PLATS.
FND. 4X4 CM (NO #) FND 3- DIAMETER CAR AXLE - 02N. & 07E. - FND. V CAR AXLE 0,2'S. & 0.6- E.
FND. 4X4 CM (NO#)
G) m FND 518" IRON ROD CAP (LB 6674) - FND. 4X4 CM (NO #)1.0'S. & 0,1'W,
0 = S.B.T. FIBER OPTIC UNDERGROUND CABLE MARKER
4'HIGH HOG WIRE FENCE MEANDERS ALONG R/W LINE - VARIES FROM VS. 6F R/W LINE TO 3'N. OF RIW LINE.
WOOD LIGHT POLE - CONTROL PANEL ON N. SIDE POLE & UNDERGROUND WIRES ON W. SIDE.
GUY WIRE ANCHOR IS 37S. & 3AE. OF N.W. CORNER OF PROPERTY.
G= WOOD ELECTRIC POLE (LINE RUNS FROM NO. 9, THEN TO NO. 12) - U/G CABLE ON SW SIDE OF POLE.
= WOOD ELECTRIC POLE
= WOOD ELECTRIC POLES ALONG AIRPORT ROAD VARY FROM O.TTO 1.0'N. OF THE RIW LINE.
GUY WIRE ANCHOR
WOOD LIGHT POLE
-�00
x
x4T
SAW CUT AND REMOVE E). ASPHALT
0 AND CONCR TE FLUME
4.�A — — — — 777 7-77-71
.,4�11
0
29
0
EX, FENCE TO BE REMOVED
SAW CUT AND
01 REMOVE EX. ASPHALT
�,S.,62
-.3D50— — -- — — — —
X�0�
X,04 EX. FENCE TO BE REMOVED
r
0
)i�
0
0
1 XI:\l
0
IEX. LIGHT POLE TO BE RELOCATED
0
. �3t MOVE EX. ASPHALT
Be`1
D xj \qj55
14
0
MATCHLINE STA: 22+50.00
x,gip
�,00
LEGEND
EXISTING SPOT ELEVATION
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED ASPHALT
lilm -m!
H.
11
EXISTING ASPHALT
0
EXISTING UTILITY POLE
N.T. 1-5
NEW TREE IN
PROPOSED PARKING LOT
0 20
IN FEET
I inch = 20 ft.
DATUM:
ALL ELEVATIONS ARE BASED
ON NORTH AMERICAN
VERTICAL DATUM OF 1988.
Z
Z
L0
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0 C) LLI LLI
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IE U.
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R.J.Ji !NEDY
#56 rm-,
1934 )%W
FT. P1 �0��?L4A50
72
.�4
phone:
15-251
4 OF 12
W
SURVEY POINTS OF INTEREST
3/4"PIPE DESTROYED - POSITION REESTABLISHED FROM PREVIOUSLY RELATED POINTS & MEASUREMENTS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE GREEN ACRES SO PLATS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE HARMONY HEIGHTS PLATS.
FND. 4X4 CM (NO #) FND 3" DIAMETER CAR AXLE - 0.2'N. & OXE. - FND. V CAR AXLE 0.2- S. & 0.6- E.
FND. 4X4 CM (NO #)
FIND 5/8" IRON ROD CAP (LB 6674) - FND. 4X4 CM (NO #)1,0' S. & 0.1- W.
S.B.T. FIBER OPTIC UNDERGROUND CABLE MARKER
EX. BUILDING'A'
COVERED PRODUCTION AREA
83,200 SF
FFE=22.03'NAVD
EX. BUILDING "D"
EX. 2 STORY C.B.S. BUILDING
4'HIGH HOG WIRE FENCE MEANDERS ALONG RfW LINE - VARIES FROM VS. OF R(W LINE TO VN OF R/W LINE.
WOOD LIGHT POLE - CONTROL PANEL ON N. SIDE POLE & UNDERGROUND WIRES ON W. SIDE.
GUY WIRE ANCHOR IS 3.7'S. & 3.4'E. OF N.W. CORNER OF PROPERTY.
WOOD ELECTRIC POLE (LINE RUNS FROM NO. 9, THEN TO NO. 12) - U/G CABLE ON SW SIDE OF POLE.
WOOD ELECTRIC POLE
WOOL) ELECTRIC POLES ALONG AIRPORT ROAD VARY FROM OZTO 1.0'N. OF THE RfW LINE.
S= GUY WIRE ANCHOR IS 5.0'N. & 10.0'E. OF S.W. PROPERTY CORNEI.
(3 = WOOD LIGHT POLE WIELECTRIC METER & CONTROL PANEL
MATCHLINE STA: 22+50.00
TIT
EX. COVERED STORAGE AREA
3,600 SF FFE=21.93'
STA:21+86.81
OFF:9.13'
EX. COVERED STORAGE AREA
l I 'Il? R �u -0-
ER il
3,600 SF FFE=21.89' :21+79.80 "Tillill
OFF:39.12' ulli
I'N
STA:21+79.75
llill."!1611fill, i I ii; i 9 lgi
OFF:52,49'
STA:21+61.7
IN
�4,lqiglg
OFF:52.43'
mg
FL FL
FL
FL
STA:21+28.76
IMMM,
OFF:-28.98'
lim
STA:21+15.26 OFF:24,T �i.11p ii; l
OFF:-29.02'
STA:21+20.25
STA:21+18,90 OFF:-24.00'
STA:21+15.30
OFF:-42.02"
Ws OFF:52,23'
OFF:-59.18' STA:21+06,75
0 TE .....
50.00' 10.1 1-1111"Nill 1
IQ 0
897
STA:21 +1
18
PROPOSED STORAGE AREA #1
6,250 SF FFE=20.20'NAVD
STA:21+86.81
OFF:59.13'
STA:2+30.91
OFF:191.13'
INSTALL WHEEL STOP (TYP,)
N.T. 3
-1
LEGEND
EXISTING SPOT ELEVATION
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
lip
liffl 11H PROPOSED ASPHALT
EXISTING ASPHALT
0 EXISTING UTILITY POLE
N.T. 1-5 NEWTREE
INSTALL HEDGE PER SLC
LANDSCAPE CODE 7.09.00
0 20
IN FEET
I inch = 20 ft.
DATUM:
ALL ELEVATIONS ARE BASED
ON NORTH AMERICAN
VERTICAL DATUM OF 1988.
PROPERTY LINE
Z U
CD Z
Lf)
w 0)
0: 0:
Ld Ld
0 c) ui m
0) Lo
't LO z Z
z 0 cr) qt IRt Ld z
CN � 0
i LO '< F-
z <
0 N
Q0 N On y
LLJ w I (n 0
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Lu (J) Y L) (0 0
z z L)
X I CL
0 w C4 L� U-
P, 00
0-
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5� 0
co
uj 06 LL 'CL 4- M r-
Lu a u
7
z
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IL
z
117
G
IL
ROW DEDICATION z
1E
STA:1+04.79 0
OFF:164.46' 1 IE z
STA:0+89.78 4 IL
OFF:165.13' 16LANDSCAPE IL
0
STA:0+63.78 1E
INSTALL TREES PER SLC BUFFER
LANDSCAPE CODE 7.09.00 INSTALL STRIPING OFF:165.04' N.T. 1 IL
STA:11+84,79 1E
---�OFF:164.65'
STA:0+45.80
N.T. 2
STA:0+58.97 w
r, N, i F, i! ff, I N 0 FF: 110.03'
Pit
Hill 0.
Hill STA:0+45.97
OFF:109.98'
ME Hl U nl
NAM
z
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X 0 F F: - 12 11-1. 1�8�1 1, 11, %
Im ep1g,
DO
STA:21+26.71 T :2 +06.80
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OFF:39.23'
01
N.T. 5
OFF:26.92'
S 0 g"I lighoglify m,
TA:21+01.82 Fill
8 14'
I ITT
NO "
Tl 11-111,111"i . .. . . ......
5' STA:20+94.83 -..,.-+29..79
glmlilI!
OFF:101.69'
LK Toll %illmil",
SSIDEWA
V
IT
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STA:2+29.82 I H
1 0
5, 4..74' . . . . . . . . . M
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EX. BUILDINGH PROPOSED BUILDING'E'
% 1; - 11 ! , i. --jr glillilp"I'l
(D luilil IIIIIIlIIMIMMI OFF-47.76-
I STORY OFFI 2 STORY OFFICE IM '20+ 8.61
STA 8 'j,
CD
P
CE
BUILDING TOP )F
L] BUILDING 5,250 SF
STA:20+84.80 BA IK�
�*,,* Iiiijjijilj!�lillid!
9,920 SF al l-i
FFE=21.93'NAVD OFF:44.16"
STA:20+84.78 'Ilig TIM
0
:20+68.81
STA ln MOL ND
OFF:60.16"
2 OFF:4T81'
! N lu ll�i
;ll4iMMIill!l!4 17, All,
FFE=21.93'NAVD
T1
339.45' 03, �jg
limi. i T j il! Ual i llil!!l i 19 0
Mlii�,il iwgl-,
ST Till lici T
tiq iN lo'!
STA:5+71.54 STA:5+01.5 STA:20+36.30 STA:20+57.841---� . I ill , ill, I ? iiiiii , ; ij� l)
m
R F
RIN!
OFF:-42.23' It OFF:29.48' 9 UW STA:0+46.1 91
f:42.25' OFFA2.06 '010 MHT
9 STA:20+38.90 STA:20+56.40-z� IV -'s Pill gm, l!,. I ill., 1 Ill. OFF:44.64'
STA:20+38.97 R-59.28' OFF:33.97'
0 F STA:2
OFF:-121.28'
5'SIDEWAL STA:20+36.26 OFF: 0
STA:20+58.76
/-OFF:-29,23- OFF:61.16'
5
STA:20+30.56
STA:4+16.25 STA:20+31.25
OFF:33.8,
'//-OFF:
10, OFF:31 �50 -24.25'
18' �j
50.00' lilj!li�� l I
MR,
30.91
t8.25 OFF:49.56'
jillii'll'i il 81.54 STA: 1 +51 54
-- S :4+16 8 ijI%,,illl filgillifl 32' STA:3+24.25 STA:1+91.54 STA.1+31.54i STA:0+54 23
0 F:1 . i-, . All i Tj 1 lill l I TA:1+81.54 STA:1+61.54 STA:0+64.211
111, R I j OFF:2825' STA:2+2 OFF:40.66' OF --40 64- in 9q, OFF:40.'57'- OFFA0 21 Z4 OFF:39.71' OFF:29.67'
liM,
illilli +
OFF:30.16'
Ill OFFAO.50' 0.21
INSTALL STRIPING AND
0 . . . . . . . . . . OFF:39,75'
-7 1, � C)
WHEEL STOPS FOR 7 SPOTS STAA+21.28 STA:3+43 22 STA:3+37.88 40.15'
OFF:13.42' OFF:18.32' OFF:13.29' OFF:13.35'
UAT&T UAT&T UAT&T - - - - - - UAT&T UATJ,
2�1.61' BP: 20+00.00
-T UATIT UAT&T
a M-
5+00 4+00 WM - _c,&+.w W 2+00 1+00 O� )0
-wM - - - - - - wM - WM - - - - - - UAT&
c wm Wm wm
0 FM FM FM FM FM -
73.17'
11,1Z
18.6 0' 15 5
uAT&T
20.90'
0- 0-0-0-0-0- o-6
PROPERTY LINE 1 0'08"W 1214.06'
I =q� W
F- s00* N 89*48'19"
35.35'
15.46'
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SURVEY POINTS OF INTEREST
G> 3/4" PIPE DESTROYED - POSITION REESTABLISHED FROM PREVIOUSLY RELATED POINTS & MEASUREMENTS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE GREEN ACRES S/D PLATS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE HARMONY HEIGHTS PLATS.
FND. 4X4 CM (NO #) - FND T' DIAMETER CAR AXLE - 0.2' N. & 07 E. - FND. V CAR AXLE 0.2'S. & 0.6'E.
FND. 4X4 CM NO#)
FND 518"IRON ROD & CAP (LB 6674) � FND. 4X4 CM (NO #)1.0' S. & 0.1' W.
S.B.T. FIBER OPTIC UNDERGROUND CABLE MARKER
0= 4'HIGH HOG WIRE FENCE MEANDERS ALONG RAW LINE -VARIES FROM VS. OF R(W LINE TO TN. OF RIW LINE.
G) = WOOD LIG HT POLE - CONTROL PAN EL ON N. S I DE POLE & UNDERGROUND WIRES ON W. Sl DE.
= GUY WIRE ANCHOR IS 37S. & 3.4'E, OF NW CORNER OF PROPERTY.
m WOOD ELECTRIC POLE (LINE RUNS FROM NO. 9, THEN TO NO, 12) - U/G CABLE ON SW SIDE OF POLE.
= WOOD ELECTRIC POLE
= WOOD ELECTRIC POLES ALONG AIRPORT ROAD VARY FROM 0.3'TO 1.0' N. OF THE R/W LINE.
= GUY WIRE ANCHOR IS 5.0'N. & 10.0'E. OF S.W. PROPERTY CORNER.
= WOOD LIGHT POLE W/ELECTRIC METER & CONTROL PANEL
PROPERTY LINE
�k2.58
iP. 2
jo, 16-28'
&_-Li2
7,9
61 wm
wm
— 1��_ —7
FT I _T`T6,�911 —7 7 F—F
LEGEND
EXISTING SPOT ELEVATION
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
0 g"M '
5m ��
2�
PROPOSED ASP HALT
F1EXISTING
ASPHALT
0
EXISTING UTILITY POLE
N.T. 1-5
NEW TREE IN
PROPOSED PARKING LOT
> z 1��
0 20
IN FEET )
I inch = 20 ft.
DATUM:
ALL ELEVATIONS ARE BASED
ON NORTH AMERICAN
VERTICAL DATUM OF 1988.
) 7
o .
?0o
I EX. UTILITY POLE ITYP.) EX. 8' PVC WATER MAIN & 2"
0 WATER SERVICE
I'0� 195.67'
0 x 6A
STA:24+76.96 STA:24+76.89
OFF:9.13" FF 68
x10 55 v STA:24+66.4ErI3 :X. MIT'E'RED END SECTK_)N
lgliD 0 —0 _=_�C_==_ _eo __x — — — — — — OFF:44.29'
IN . EL. 16.57
0 — — — --- — — — — — — — X7�1� — — — — — — — — — — — — — — — — —
01 EX, TOP OF BANK
X�b 8
0 + A-1885 +'�sl x STA:24+55.47
140 OFF:62.74'
222.35
_____��STA:24+36.811
OFF:59.13'
8
STA:23+96.60
STA:23+97.11 STA:23+96.70 OFF:-39.27'
OFF:-174.35' OFF:-54.27'
SN
im'. N
30.00'
PROPOSED STORAGE AREA
#2 3,600 SIF FFE=21.28'NAVD
120.00'
48.21'
X7� '�b
PROPOSED STORAGE AREA #1
6,250 SF FFE=20.20'NAVD
25.00' \01 21.07'
STA'�2.3 67.
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STA'23+66.76
0 F 174 41�
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OFF:-54.42'
6MR 011- i
41 "J'a�.11
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L-u
— — — — — —
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11
1:
\,_STA:23+56.66
STA:23 57.0
OFF:-38,85'
OFF:-179.93'
1
47.62'
C 41.89,
X?.A
x'10
i'100
T
X'j
X'j 36 "S�55
I-
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186.08'
PROPERTY LINE
PROPOSED LANDSCAPE BUFFER
8
15.00'
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20.00'
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SURVEY POINTS OF INTEREST
3/4" PIPE DESTROYED - POSITION REESTABLISHED FROM PREVIOUSLY RELATED POINTS & MEASUREMENTS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE GREEN ACRES S/D PLATS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE HARMONY HEIGHTS PLATS
FND. 4X4 CIA (NO #) - FND 3� DIAMETER CAR AXLE - 0.2- N. & 0.7- E. - FND. V CAR AXLE 0.2- S. & 0.6'E.
G) = FND. 4X4 CM (NO#)
m FND 518' 1 RON ROD & CAP (LB 6674) - FN D. 4X4 CM (N 0 #H.0' S. & 0. 1 � W.
= S.B.T. FIBER OPTIC UNDERGROUND CABLE MARKER
EX. BUILDING'A'
COVERED PRODUCTION AREA
83,200 SF
FFE=22.03'NAVD
EX. BUILDING "D"
EX. 2 STORY C.B.S. BUILDING
4'HIGH HOG WIRE FENCE MEANDERS ALONG R/W LINE - VARIES FROM 1' S. OF R(W LINE TO 3'N. OF RIW LINE,
WOOD LIGHT POLE - CONTROL PANEL ON N. SIDE POLE 8 UNDERGROUND WIRES ON W, SIDE.
GUY WIRE ANCHOR IS 3.7'S. & 3.4'E. OF N.W. CORNER OF PROPERTY.
G= WOOD ELECTRIC POLE (LINE RUNS FROM NO. 9, THEN TO NO, 12) - DIG CABLE ON SW SIDE OF POLE.
& = WOOD ELECTRIC POLE
S= WOOD ELECTRIC POLES ALONG AIRPORT ROAD VARY FROM O.TTO 1.0- N. OF THE PJW LINE.
= GUY WIRE ANCHOR IS 5.0'N. & 10.0'E.OFS.W. PROPERTYCORNER.
= WOOD LIGHT POLE W/ELECTRIC METER&CONTROL PANEL
MATCHLINE STA: 22+50.00
m m
'A
EX. COVERED STORAGE AREA
3,600 SF FFE=21.93'
EDGE OF
PROPOSED
ASPHALT .5%
0 21.50
21.62
X9.0b
ME ±20.14
EX. COVERED STORAGE AREA
AnHil5l;i I` m
3,600 SF FFE=21.89'
21.
EX. 8" PVC WATER MAIN & 2"
WATER SERVICE
INSTALL 57 LF OF 15" RCP z
X,A Zb AT INV. EL. 17.40 lmil ;i"�i 1- ,.1; d,
12" MIN. COVER
EX. 6" FIRE _11 1E
FL FL FL H Isli
FIL
ME +19.81
x ?-A oo "mum
WN*M
Ti
EX.FDC
N.Ui
ws ir)E!
5b lM
40"
50.00' MATE
01 V-9, ±1 ;11 ligm
I A E 970 l,K!fl
DISTURBED AREAS OF EX.
SWALE TO BE REGRADED TO
MATCH EX. ELEVATIONS
WHERE POSSIBLE
097-
PROPOSED STORAGE AREA #1
6,250 SF
�,152
,916 INSTALL RETAINING WALL
- ON BACK OF STORAGE
AREA BY OTHERS
INSTALL MITERED END
SECTION INV. EL. 17.40
PER FOOT INDEX #272
(TYP.)
EX. FIRE HYDRANT
N.T. 3
r-,A\
Q-)
CONFLICT #1
PROPOSED 15" RCP INV. 17.40
EX. 8" PVC WATER MAIN
CONTRACTOR TO VERIFY DEPTH OF WATER
MAIN BEFORE CONSTRUCTION. CONTRACTOR
TO RE-ROUTE WATER MAIN IF NECESSARY.
x,,951-
INSTALL DRAINAGE
MANHOLE
RIM EL.=21.05
N� INV.=17.40
E. INV.=17.40
W. INV.=17.40
I LEGEND I
21.36 PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
it i 0, k PROPOSED ASPHALT
F] EXISTING ASPHALT
0 EXISTING UTILITY POLE
N.T. 1-5 NEWTREE
X,9.50 "sAb
INSTALL TYPE "C" INLET
RIM EL.=20.45
E. INV.=17.40
20.81 S. INV.=17.40
N.T. 2
0 20
IN FEET )
I inch = 20 ft.
DATUM:
ALL ELEVATI ONS ARE BASED
,ON NORTH AMERICAN
VERTICAL DATUM OF 1988.
PROPERTY LINE
X,9!50
ROW DEDICATION
15'LANDSCAPE
BUFFER
N.T. 1
7w
IvO
Z
z
LLI z 0)
0 LLI Ld
w m
LID z M
F- 0) Lo 5 =)
m Lo LZLI Z
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LL 0 N
(0 mn Fr
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w cj) w
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21.34 ir m, i
101
9 101M
E m u
ME ±20 48 l t.,
i 1i 1 19
.......... 00
liri,"p!i;jmg
INSTALL CROSSWALK STRIPING
7;! l'? i) I m
PER FOOT INDEX #17346 7, lilej li�, , gg�-
ll,
ME±19.58 :8) '1, �� l'. I N.T. 5
iiii2iiIi mii
ir"I" URI$
l:il M�iii 'M 14'
llil Fs
IN
2 0 fl!Z§ 0)
Ijiivv�qi�:ii; I MIR
1.00 7,51M
gimum 141"
51 E N . b 0)
INSTALL HANDICAP RAMP PER
FOOT INDEX #304 19.85 !i��I 2
0
ME ±20 5� 0
XV0 x ligli
:mlgg * �11
ME ±20 12 Iliffl
E]18 EX. BUILDING �B' PROPOSED BUILDING �E` kim
2 STORY OFFICE 4 "All 35,im,lu'llm 20.04 P F
TO
P R HR;
1 STORY OFFICE . . . . lik
El BUILDING BA
E] BUILDING 5,250 SF
'ITH,
421;48
9,920 SF Pi,
FFE=21.93'NAVD !�, %Iij ji INSTALL 84
FFE=21.93'NAVD 91 iiiiiIII
OF 15" RCP %SMO D
21.93 INV. EL. 17.40
iilip
12 MIN. CUVEK 4s
21.71
ql,
XV m
', 40T6
ME ±20.52 ME ±19.46 �A ggmm.ill
21.92 a
INSTALL CONCRETE It, R
22.24 FLUME WITH ENERGY F
x
m
ml
NtI
21.92 21.51 DISSIPATER PER FD T , j
,5'SIDEWAL P XN9. I
- 7' i 1NDEX#216(T
20.92
�ll 21.33 �3
li"Imm �ll -� , X'�
- X�s
EX. LIFT STATION ME ±20A 0
Aq
R
10, 18' -4-
?P 50.00' :giii oo I XV ME ±20 64 D.03 INSTALL HEADER CURB
Jig ��
ME ±21.19
% �2*1 101ii ;P
!im lim 6
I gglilli V MITERED END 'D'CURB PER FOOT INDEX
CONTRACTORTO
lei i 20.03
M PER FOOT INDEX #272 1.111�� I 11�1.
W SECTION INV. EL. 17.40 #300 (TYP.)
Rix
SWALE IF NEEDED 00
9,4A
(TYP.)
s
7.2 2 70AX 14
\INSTALL ST IPING AND 1A 21. 2 X?l AND TRANSITION TO TYPE 0
INSTALL
L
WHEEL STOPS FOR 7 SPOTS 21.87 x 7.0 40.15' 170511
ME ±21.23 ME ±21.16 ME ±21.80 0 INSTALL TYPE'F'CURB PER CONTRACTOR TO CREATED
- - - - - - UAT&T FOOT INDEX #300 (TYP.) INVERTED CROWN TO LET THE
UAT&T UAT&T - - UAT&T a t - UATJ� SWALE FLOW OVER ASPHALT
0 2�1.61' �0� "60 BP: 20+00.00 9 - ------- 4AT&T- UAT&T
I tq�5N 6� VVM - 2+00 1+00 0 0
'IRV 4+00 cv
- - - - - I-wm- WM - - UIX UAT-
wm WM----- WM - - - - - - wM 7� EX. 8" WATER MAIN x 10 ws x �01 - - - - - - --- - - - - - - - - - - - -
73.17' U-1
FM FM - - - � I- , - - ��0$ �41� , ot
xW1
FM FM FM - -�-- - - �i 7,
EX. 2" FORCE MAIN 15
18. 6 0'
X,�.b� I'll, I Ia� AT&T �?o
EX. UNDERGROUND ELECTRIC x7o.
20.90' 50
0-0-0-0 o-o-o-6
PROPERTY LINE SOO'10'08"W 1214.06' N 89*48'191, W
35,35'
15.46'
J
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1934'
FT. PI
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15-251
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SURVEY POINTS OF INTEREST
314"PIPE DESTROYED � POSITION REESTABLISHED FROM PREVIOUSLY RELATED POINTS & MEASUREMENTS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE GREEN ACRES S/D PLATS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE HARMONY HEIGHTS PLATS.
FIND. 4X4 CM (NO #) - FND Y DIAMETER CAR AXLE - 02N. & O.V E. � FND. V CAR AXLE 0-2. S. & 0B. E.
FND. 4X4 CM (NO #)
FIND 5/8" IRON ROD & CAP (LB 6674) - FIND. 4X4 CM (NO #)1.0' S. & 0.1'W.
S.B.T. FIBER OPTIC UNDERGROUND CABLE MARKER
21.50
0 = 4- HIGH HOG WIRE FENCE MEANDERS ALONG RIW LINE � VARIES FROM V S. OF RfW LINE TO TN. OF RIW LINE.
G)= WOOD LIGHT POLE - CONTROL PANEL ON N. SIDE POLE & UNDERGROUND WIRES ON W. SIDE.
GUY WIRE ANCHOR IS 3.7'S & 3.4'E. OF N.W. CORNER OF PROPERTY.
WOOD ELECTRIC POLE (LINE RUNS FROM NO. 9, THEN TO NO. 12) - U/G CABLE ON SW SIDE OF POLE.
WOOD ELECTRIC POLE
WOOD ELECTRIC POLES ALONG AIRPORT ROAD VARY FROM 03TO 1.0'N. OF THE PJW LINE.
I
GUY WIRE ANCHOR IS 5.0'N. & 10.0'E. OF S.W. PROPERTY CORNER.
WOOD LIGHT POLE WIELECTRC METER & CONTI
LEGEND
2`1.3 6
PROPOSED SPOT ELEVATION
Nq N'�
EXISTING SPOT ELEVATION
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
1mr,11111,1il,
PROPOSED ASPHALT
POP
EXISTING ASPHALT
0
EXISTING UTILITY POLE
N.T. 1-5
NEW TREE IN
PROPOSED PARKING LOT
0 20
IN FEET )
1 inch = 20 It
DATUM:
ALL ELEVATIONS ARE BASED
ON NORTH AMERICAN
VERTICAL DATUM OF 1988.
INSTALL CONCRETE ". g'. a �01'u --
9� V�r 111-1
CID FLUME WITH ENERGY -11 �:-y `I-� a
X�q
DISSIPATER PER FDOT
01 INDEX #216 (TYP.) — EX, TOP OF BANK
17.75
X�b
0 ME ±1 9.75 qAb
�p
x
INSTALL 105 LF OF THIGH .5%
CHAIN LINK FENCE WITH GATES.
21.62
TIE INTO EX STING FENCE. FtNil ill li.." -M
�jMig , 2111!flj�ld 1 8
g ij�l !!.I,
PROPOS
21.50 6,250 SF
EX. EDGE OF PAVEMENT ED STORAGE AREA #1
0
ME ±20.67 ME ±19.89 m
D8
— — — — — — — — — —
\_WE ±21
hd �:ii! 7777fli1ii`li!�i,;
PEN iml MI-Iii-IiiIi 11 H Ph
\\��ME±20 93.'.'�'
ASPHALT
\- EX. EDGE OF PAVEMENT
ROPOSED
STORAGE AREA
EDGE OF
47.62' PROPOSED
�105yl 1 ASPHALT
� '05'L
.w5
K'400 �s
XT�
1�
V
INSTALL RETAINING WALL
ON BACK OF STORAGE
AREA BY OTHERS
DISTURBED AREAS OF EX.
SWALE TO BE REGRADED TO
MATCH EX. ELEVATIONS
WHERE POSSIBLE
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15-251
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SURVEY POINTS OF INTEREST
3/4" PIPE DESTROYED - POSITION REESTABLISHED FROM PREVIOUSLY RELATED POINTS & MEASUREMENTS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE GREEN ACRES SID PLATS.
CORNER FALLS IN CANAL - POSITION ESTABLISHED FROM POINTS RECOVERED IN THE HARMONY HEIGHTS PLATS.
FND. 4X4 CM (NO #) - FIND YDIAMETER CAR AXLE - 0.2- N. & 07 E. - FIND. 1- CAR AXLE 0.2- S. & 0.6, E.
FND. 04 CM (NO #)
G) = FN D 5/8" 1 RON ROD & CAP (LB 6674) - FN D. 4X4 CM (N 0 #)1.0'S. & 0. VW.
0 m S.B.T. FIBER OPTIC UNDERGROUND CABLE MARKER
EX. TOP OF BANK
EX. DITCH
PROPERTYLI
EX. SHELL ROAD
i lx�' \�iN
IN
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EX. UTILITY PO L 8
12+00
STA:1 1+87.94
OFF:-13.76'
r , I.
pol
4'HtGH HOG WIRE FENCE MEANDERS ALONG R/W LINE - VARIES FROM 1- S. OF RrW LINE TO 3'N. OF RW LINE.
WOOD LIGHT POLE - CONTROL PANEL ON N, SIDE POLE & UNDERGROUND WIRES ON W, SIDE.
GUY WIRE ANCHOR IS 3.7'S. & 3.4'E. OF N.W. CORNER OF PROPERTY.
WOOD ELECTRIC POLE (LINE RUNS FROMNO. 9,THENTONO. 12)-UIGCABLEON SWSIDEOF POLE.
WOOD ELECTRIC POLE
WOOD ELECTRIC POLES ALONG AIRPORT ROAD VARY FROM 03TO 1.0'N. OF THE R/W LINE.
G) = GUY WIRE ANCHOR IS 5.0'N. & 10.9 E. OF S.W. PROPERTY CORNER.
(3 m WOOD LIGHT POLE W/ELECTRIC METER & CONTROL PANE
STA:11+87.71
OFF:46.24'
m
EX. TOP OF BANK
PROPERTY LINE DISTURBED AREAS OF EX.
SWALE TO BE REGRADED TO
MATCH EX. ELEVATIONS EX. BUILDING'C'
WHERE POSSIBLE I STORY C.B.S. BUILDING
900 SF FFE=21.16'
PROPOSED COVERED STORAGE AREA #3
9,080 SF FFE=21.50- NAVD
11+00
STA:10+51.45
OFF:15.68'
STA:10+51.56
LEGEND
\C��
EXISTING SPOT ELEVATION
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
1, rjg!mmj"��
PROPOSED ASPHALT
EXISTING ASPHALT
0
EXISTING UTILITY POLE
N.T. 1-5
NEW TREE IN
PROPOSED PARKING LOT
STA:10+21.38
OFF:45.59'
> z �i�
0 20
IN FEET )
I inch = 20 ft
DATUM:
ALL ELEVATIONS ARE BASED
ON NORTH AMERICAN
VERTICAL DATUM OF 1988.
EX. BUILDING'A'
COVERED PRODUCTION AREA
83,200 SF
FFE=22.03'NAVD
STA:10+21.60
OFF:16.59'
EX. I" WATER
SERVIC
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8+01
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EX. CONCRETE FLUME
EX, LIFT STATION
TOP: 18.85
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9 OF 12
6
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`TP 25
Center of Aisle
Type I'D" 18' 13' 13' --- 18,
Curb Parking Stalls Travel Aisle Travel Aisle F arking Stalls
Backfill, Landscape or
Sod as Directed by the
Landscape Architect
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Coquina Base
Type SP-9.5
12" Stab. Subgra a
NOTES:
1. Typical pavement to be applied to entire parking lot and entrance driveway.
2. Use 3,000 P,S. I. concrete at 28 days for construction.
3, Subgrade to extend beyond the Type I'D" Curb as shown on detail,
4. Type I'D" Curb to be constructed in accordance with FDOT Index #300.
5. Type I'D" Curb shown oversized in detail for clearity.
TYPICAL PARKING LOT SECTION W/ TYPE I'D" CURB
Construct Concrete
;tall stripin,
)OT Index
PARKING AREA DETAILS.
(TYPICAL)
Install Striping Per
FOOT Index No. 17346
NOTES:
1. TOP PORTION OF FTP 25 & 26
SHALL HAVE A REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE
SYMBOL AND BORDER.
2. BOTTOM PORTION SHALL HAVE A
REFLECTIVE WHITE BACKGROUND WITH
BLACK OPAQUE LEGEND AND BORDER.
3. FTP 25 & 26 MAY BE FABRICATED ON
ONE PANEL OR TWO.
4. FTP 25 15 FOR USE IN AREAS WHERE
SPACE IS LIMITED.
5. REFER TO FDOT INDEX NO. 17355 FOR
HANDICAP SIGN STANDARDS.
HANDICAP SPACE DET�
WHITE
HTE
BLUE
SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS
ITEMS TO BE TESTED
DENSITY
L.B.R.
THICKNESS
COMPACTED OR
STABILIZED SUBGRADE
MAX. SPACING
MAX. SPACING
MAX. SPACING
LIN.FT. SQ.FT.
LIN,FT. SQ.FT.
LINTT. SQ.FT.
300
10,000
300
10,000
300
10,000
LIMEROCK BASE
300
10,000
300
10,000
300
10,000
SHELLROCK BASE
300
10,000
300
10,000
300
10,000
ASPHALT
PER INSP.
PER INSP.
NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12"
INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE
OF THE RIGHT EDGE.
I
...... TYPE I'D"
2
00
1�4�14 �'ie— CURB
B
W
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Subgrade
NOTES:
1. Use 3,000 P.S. I. concrete at 28 days for construction.
2. Subgracle to extend an additional 6" beyond Type I'D" Curb.
3. Type I'D" Curb and transitions to be constructed in accordance with FDOT Index #300.
CONCRETE FLUME
PER FDOT INDEX 216
TYPE'D'CURB_
CONCRETE FLUME
4'�O"
SET BRICKS APPROXIMATELY
HALF WAY INTO CONCRETE
— 2"
6"
7J
NOTES:
1. CHAMPHER ALL EXPOSED EDGES 3/4"
EDGE OF PAVEMENT
SLAB
SWALE OR
DITCH BOTTOM
FLUME WITH ENERGY DISSIPATER DETAIL
Varies
P,,I,AH. 1 /W fo-, 1 1A 'I —4—C—
Compact Subgrade to 98%
of the Maximum Density as
NOTES: Determined by AASHTO T-99
1. Use 3,000 P.S.I. Concrete At 28 Days for sidewalk construction.
4" THICK SIDEWALK DETAIL.
2" ASPHALT PAVEME
FOOT TYPE SP
8" LIMEROCK OR
COQUINA BASE
,t_)
98% Modified Proctortes
max. dry density,
LBR min of at least 100
12" min. STABILIZED SUB -BASE COURSE
98% Modified Proctor test max. dry density
Stabilized to an LBR of at least 40
TYPICAL PAVEMENT SECTION_
VARIABLE DEPTH MILL AND
REMOVE EX. ASPHALT. BUILD
1 " TYPE SP-9.5 OVERLAY.
MATCH TO EX. PAVEMENT
NEAT SAWCUT AND START —
1" DEPTH MILLING.
1/4" DEPTH MILLING
3/4" to 2" DEPTH TYPE
F SP-9.5 OVERLAY
FULL 2" DEPTH TYPE
SP-9.5 OVERLAY
EX. SUBGRADE -J J
EX. BASE
EX.ASPHALT J 25'
NOTE:
THIS SPLICE DETAIL IS TO BE USED AT ALL
SEAMS WHERE MATCH TO EXISTING
PAVEMENT IS REQUIRED.
PAVEMENT SPLICE DETAIL
(FEATHERING TO EX. PAVEMENT)
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7y"' Std.
6" Min.
2'— 0
*Note: When used on high side of roadways, the cross slope of the
gutter shall match the cross slope of the adjacent pavement
the thickness of the lip shall be 6", unless otherwise shown
on plans.
TYPE'F'CURB.
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phone: 7' 645 GX�
15-251
10 OF 12
� I
HEAVY DUTY
REINFORCING
DOUBLE STITCHED HEM
DRAWCOR
M
42
STAKES
POLYPROPYLENE
R FABRIC
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1
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RECOMMENDED TOE -IN EX. 7'CHAIN
LINK FENCE
EP! 2
+32.58
4
NOTES: . . . . . .
OF CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE. _R
1. SILT FENCE SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRIOR TO THE START
RAIN EVENT AND 0
REMOVE SEDIMENT WHEN NECESSARY.
2. THE CONTRACTOR SHALL INSPECT AND REPAIR THE SILT FENCE AFTER EACH
_IU — . — . I .
3. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT F—F I—F I —T-1 T—T FT I _T_rN__1 FT 1-71 77-1 1 --- 71 7-T I
OFFSITE AND CAN BE PERMANENTLY STABILIZED. a_ I T
4. THE SILT FENCE SHALL BE PLACED ON
SLOPE CONTOUR TO MAXIMIZE ITS PONDING EFFICIENCY.
Fj-
SILT FENCE DETAIL ci
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EX. STABILIZED AREA INSTALL SILT FENCE OR FILTER SOCK
INSTALL SILT FENCE 11
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0
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(Metal Collar Reinforced) Closed Cell Solid Plastic Foam
Flotation (8" Dia. Equiv.) (17 las.
Per Ft. Buoyancy)-,'
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TYPE
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D, =5' Std. (Single Panel For Depths 5' or Less).
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D2=5' Std. (Additional Ponel For Dep,*hs 5').
Z
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Curtain To Reach Bottom Up To Depths Of 10 Feet.
Two(2) Panels To Be Used For Depths Greater Than
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10 Feet Unless Special Depth Curtains Specifically Called
0
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For In The Plans Or As Determined By The Engineer.
0
0
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NOTICE: COMPONENTS OF TYPES — AND -- 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 — AND SHALL BE AS
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APPROVED BY THE ENGINEER.
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FLOATING TURBIDITY BARRIERS
01
FILTER FABRIC TO EXTEND 8" METAL INLET GRATE
MIN. FROM GRATE SIDES
Closed Cell Solid Plastic Foam
Flotation (6" Dia. Equiv.) (12 Lbs.
Per Ft. Buoyancy)
PREDOMINATE FLOW,
all ------------------
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ypro Rope
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S t
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Z: FILTER FABRIC TO
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CONTINUE UNDER
E "Tior: _0 ATr:
NTIRE GRATE.
lc�
40-
0 80
IN FEET
I inch = 60 ft.
LEGEND
EXISTING SPOT ELEVATION
PROPOSED FLOW ARROW
PARKING STALL COUNT
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED ASPHALT
EXISTING ASPHALT
EXISTING LIGHT POLE
FILTER FABRIC TO EXTEND 8"
'RATE SIDES
11 1 �e � 4, " GENERAL NOTES PICTORIAL VIEW
1. THIS INLET IS DESIGNED WITH FILTER FABRIC PROTRUDING 8" FROM SIDES FOR
GRIPPING WHEN SEDIMENT NEEDS TO CLEARED AFTER FINAL CONSTRUCTION.
2. FILTER FABRIC TO BE INSTALLED AND TRIMMED BEFORE GRATE IS INSET.
FILTER FABRIC DETAIL
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15-251
11 OF 12
.
.
.
.
GENERALNOTES
6. ALL PROPOSED ELEVATIONS REFER TO FINISHED GRADES.
1. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING
WORK. NO FIELD CHANGE OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE
7. THE CONTRACTOR MUST OBTAIN A WATER USE FERMI
r PRIOR TO CONSTRUCTION DEWATERING UNLESS THE WORK
ENGINEER.
QUALIFIES FOR A GENERAL PERMIT PURSUANT TO SUBSECTION
40E-20 302(4), F. A C.
2. THE CONTRACTOR SHALL CONTACT ENGINEER OF RECORD, THE APPROPRIATE GOVERNMENTAL JURISDICTIONAL AGENCY
AND ALL OTHER CONCERNED UTILITIES AT LEAST 2 FULL BUSINESS DAYS IN ADVANCE OF CONSTRUCTION OPERATIONS.
8. ALL CURB AND CURB TRANSITIONS ARE TO COMPLY wi
rH CURRENT FOOT STANDARDS INDEX #300.
3. THE LOCATION AND SIZE OF ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE BASED ON THE
STORM SEWER NOTES
BEST AVAILABLE INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PHYSICALLY LOCATING ALL EXISTING UTILITIES. THE CONTRACTOR SHALL
VERIFY ALL UTILITIES BY ELECTRONIC METHODS AND BY HAND EXCAVATION IN COORDINATION WITH ALL UTILITY
1. STANDARD SEPARATION FOR ALL WATER AND/OR WAS
EWATER MAINS, HORIZONTAL AND VERTICAL, SHALL BE PER FDEP
COMPANIES, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS. ANY AND ALL CONFLICTS OF EXISTING UTILITIES
REQUIREMENTS, PROVISIONS OF F.A.C. RULE 62.604 AND
TEN STATES STANDARD OR LOCAL MUNICIPALITIES, WHICHEVER
WITH PROPOSED IMPROVEMENTS SHALL BE RESOLVED BY THE ENGINEER AND THE OWNER PRIOR TO BEGINNING ANY
IS MORE STRINGENT.
d
CONSTRUCTION OPERATIONS, THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT
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AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.
2. ALL DISTURBED OUTFALL DRAINAGE AREAS SHALL BESODDED
UPON COMPLETION OF GRADING AFTER AS -BUILT GRADE
(5
a
ELEVATIONS ARE APPROVED BY THE ENGINEER.
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4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THEIR COMPLETE FAMILIARITY WITH THE PROJECT SITE AND
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COMPONENTS TO INCLUDE SUBSURFACE CONDITIONS OF SOIL AND GROUNDWATER TABLE. BY SUBMITTAL OF A BID FOR
�
THIS PROJECT, THE CONTRACTOR ACKNOWLEDGES THEIR COMPLETE UNDERSTANDING AND RESPONSIBILITIES WITH
3. PRIOR TO FINAL PAYMENT FOR RETENTION ' DETENTIOP
AND DRAINAGE DITCH QUANTITIES, ALL SLOPES AND SWALES
�
RESPECT TO THE CONSTRUCTION ACTIVITIES REQUIRED UNDER THE SCOPE OF THIS PROJECT.
SHALL BE SODDED TO AVOID EROSION.
�
�
�
5. THE "TRENCH SAFETY ACT" SHALL BE INCORPORATED INTO THIS CONTRACT AS ENHANCED BY THE LEGISLATURE OF THE
4. THE CONTRACTOR SHALL CONSTRUCT THE STORMWA
ER MANAGEMENT SYSTEM IN A MANNER SO AS TO MINIMIZE ANY
0
F
STATE OF FLORIDA TO BE IN EFFECT AS OF OCTOBER 1, 1990.
ADVERSE IMPACTS OF THE WORKS ON FISH, WILDLIFE,
NATURAL ENVIRONMENTAL VALUES AND WATER QUALITY ON OR
9
OFF -SITE. THE CONTRACTOR SHALL INSTITUTE NECE
SARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING
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6. AS -BUILT PLANS: THE CONTRACTOR SHALL PROVIDE ONE (1) REPRODUCIBLE MYLAR COPY, FOUR (4) BLACK LINE COPIES
FULL COMPACTION OF ANY FILL MATERIAL PLACED AR
LIND NEWLY INSTALLED STRUCTURES TO REDUCE EROSION,
m
AND ONE (1) DIGITAL FORMAT OF A CERTIFIED AS -BUILT SURVEY. DRAWINGS SHALL BEAR THE ORIGINAL SIGNATURE AND
TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION 11
THE RECEIVING WATERS.
�
EMBOSSED SEAL OF THE SURVEYOR AND SHALL BE SUBMITTED AFTER THE COMPLETION OF CONSTRUCTION, BUT PRIOR
0.
TO FINAL APPROVAL. THE AS -BUILT SURVEY SHALL BE PREPARED IN PLAN AND PROFILE FORMAT BY A LICENSED
5. WITHIN THIRTY (30) DAYS AFTER COMPLETION OF CON
TRUCTION OF THE SURFACE WATER MANAGEMENT SYSTEM, THE
Q
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PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA AND SHALL COMPLY WITH APPLICABLE
CONTRACTOR SHALL ASSIST THE DESIGN ENGINEER To
PROVIDE A WRITTEN STATEMENT OF COMPLETION. THESE
PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE AND CHAPTER 472 OF THE FLORIDA STATUES. THE DRAWINGS SHALL
STATEMENTS MUST SPECIFY THE ACTUAL DATE OF CO
qSTRUCTION COMPLETION AND MUST CERTIFY THAT ALL FACILlTIES
(5
0
BE AT A SCALE COMPARABLE TO THE DESIGN DRAWINGS PREPARED BY THE ENGINEER AND SHALL REFERENCE THE BASE
HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE
WITH THE PLANS AND SPECIFICATIONS. THE CONSTRUCTION
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LINE OF SURVEY APPEARING ON THE ENGINEERING DRAWINGS. THE HORIZONTAL AND VERTICAL LOCATION OFTHE
COMPLETION CERTIFICATION MUST INCLUDE, AT A MIN
MUM EXISTING ELEVATIONS, LOCATIONS AND DIMENSIONS OF THE
�
ROADWAYS, DRAINAGE FACILITIES AND ALL APPURTENANCES SHALL BE ACCURATELY DEPICTED TO SCALE AND SHALL BE
COMPONENTS OF THE SURFACE WATER MANAGEMENI
FACILITIES. ADDITIONALLY, IF DEVIATIONS FROM THE APPROVED
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IDENTIFIED RELATIVE TO THE BASE LINE AND TO READILY IDENTIFIABLE PERMANENT OR SEMI -PERMANENT REFERENCE
DRAWINGS ARE DISCOVERED DURING THE CERTIFICAT
ON PROCESS, THE CERTIFICATION MUST BE ACCOMPANIED BY A
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POINTS EXISTING AFTER THE COMPLETION OF CONSTRUCTION. LOCATIONS SHALL BE SHOWN FOR ALL FITTINGS, VALVES,
HYDRANTS, MANHOLES. SAMPLE POINTS, AIR RELEASES, ETC., BOTH HORIZONTAL AND VERTICAL, AND THE LOCATION OF
COPY OF THE APPROVED PERMIT DRAWINGS WITH DEVIATIONS
NOTED. SEE ALSO AS -BUILT REQUIREMENTS.
Q
THE MAIN AT EACH BASELINE STATION AS SHOWN ON THE PLANS (100 FEET MAXIMUM) BOTH HORIZONTAL AND VERTICAL.
0
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UNDERGROUND FACILITIES (I.E., DRAINAGE, GAS, ELECTRIC, TELEPHONE, ETC,) CROSSING THE MAINS SHALL BE
AND
6. A STABLE PERMANENT AND ACCESSIBLE ELEVATION R
FERENCE SHALL BE ESTABLISHED ON OR WITHIN ONE HUNDRED
ACCURATELY SHOWN BOTH HORIZONTAL AND VERTICAL AND SHALL IDENTIFY SIZE, TYPE, FACILITY, MATERIAL
(100) FEET OF ALL PERMITTED DISCHARGE STRUCTURE
S NO LATER THAN THE SUBMISSION OF THE CERTIFICATION TO THE
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9
CLEARANCE. ALL INFORMATION SHALL BE BASED UPON MEASUREMENTS AND OBSERVATIONS MADE IN THE FIELD BY THE
WATER MANAGEMENT DISTRICT. THE LOCATION OF TF
E ELEVATION REFERENCE MUST BE NOTED ON OR WITHIN THE
�
SURVEYOR CERTIFYING THE SURVEY OR BY PERSONNEL UNDER THEIR EMPLOYMENT, DIRECTION AND SUPERVISION. THE
CERTIFICATION REPORT.
COST FOR PREPARING AND MAINTAINING THE AS -BUILT PLANS SHALL BE INCIDENTAL TO THE CONSTRUCTION COST.
0:
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F
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPER TRAFFIC MAINTENANCE AND CONTROLS IN
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
CORRECTION OF ANY EROSION OR SHOALING OF THE WATER
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ACCORDANCE WITH THE FHWA."MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AND THE FOOT "ROADWAY AND
QUALITY MANAGEMENT SYSTEM.
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TRAFFIC DESIGN STANDARDS". OPEN TRENCHES SHALL BE MARKED OR BARRICADED AND SHALL NOT BE LEFT OPEN
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DURING NIGHTTIME HOURS, ACCESS TO RESIDENCES INCLUDING WASTE DISPOSAL AND POSTAL SERVICES SHALL BE
8.INLETS: INCLUDES THE LIST OF MATERIALS/ INSTALLArION
/ DEWATERING STABILIZATION /AS -BUILT SURVEYING/
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PROVIDED AT ALL TIME.
TESTING. ALL STRUCTURES WILL REQUIRE THREE (3)
COMPACTION TESTS AT DIFFERENT LOCATIONS AND UNDER
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STRUCTURES OR PER LOCAL APPROVING AUTHORITY,
NHICHEVER IS MORE STRINGENT.
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8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND
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SPECIFICATIONS, ORTHE LOCAL JURISDICTIONAL MUNICIPALITY, WHICHEVER IS MORE STRINGENT.
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9. PIPE CULVERTS AND STORM SEWERS SHALL BE CONS"RUCTED
AND INSTALLED IN ACCORDANCE WITH SECTION 430 FDOT
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STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
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9. ALL UNDERGROUND MUNICIPAL UTILITIES, FIBER OPTIC, TELEPHONE. FPL, LOCAL CABLE AND ALL OTHER LOCAL UTILITY
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COMPANY LOCATIONS SHOWN ARE TAKEN FROM INFORMATION PROVIDED BY THAT UTILITY COMPANY. THESE LOCATIONS
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HAVE NOT BEEN VERIFIED IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITY LOCATIONS
10, HOPE (HIGH DENSITY POLYETHYLENE) CULVERT SF
ALL BEADS N-12 OR APPROVED EQUAL AND INSTALLED PER
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PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXPOSE ALL CROSSINGS WITH PUBLIC & PRIVATE UTILITIES PRIOR
MANUFACTURER RECOMMENDATIONS.
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TO BEGINNING CONSTRUCTION AND DELIVERY OF PIPE. THE CONTRACTOR SHALL USE EXTREME CAUTION WITHIN THE
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VICINITY OF PUBLIC & PRIVATE UTILITY FACILITIES, THE CONTRACTOR WILL REQUEST THE PRESENCE OF THE RESPECTIVE
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UTILITY REPRESENTATIVES DURING CONSTRUCTION IN THE VICINITY OF THEIR FACILITIES EVEN IF A PROFILE OF THE
11, REINFORCED CONCRETE PIPE SHALL BE ASTM C-7E
CLASS 111 IN ACCORDANCE WITH SECTION 941 OFTHE FOOT
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UTILITY FACILITIES IS PROVIDED IN THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE PUBLIC
STANDARD SPECIFICATIONS.
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& PRIVATE UTILITIES AND VERIFYING / OBTAINING THE LOCATION(S) OF THESE FACILITIES.
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FILTER FABRIC (STORM PIPE JOINTS)
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10. ANY NGVD 29 AND NAVD 88 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IFINDANGEROF
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DAMAGE, THE CONTRACTOR SHOULD NOTIFY:
THE CONTRACTOR SHALL WRAP ALL STORM PIPE JOINTS,
CONSTRUCTION SHALL BE PER F.D.O.T. INDEX NO. 280 WITH
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WOVEN GEOTEXTILE TYPE D-3 (F.D.O.T. INDEX NO. 199), E
ECURED W I STRAPPING. ALL JOINTS SHALL BE WRAPPED FOR A
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MINIMUM OF 178 INCHES FROM THE BAND OR JOINT OR 8
ELL AND SPIGOT AS APPLICABLE.
GEODETIC INFORMATION CENTER
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ATTN: MARK MAINTENANCE CENTER
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ATTN: MICG - 162
DEWATERING
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6001 EXECUTIVE BOULEVARD
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ROCKVILLE, MID 20852
STORM SEWER PIPES AND STRUCTURES AND UTILITIES E
HALL BE LAID "IN THE DRY", UNLESS OTHERWISE APPROVED IN
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WRITING BY THE UTILITY AND ENGINEER OF RECORD. T
CONTRACTOR, AT NO DIRECT COST TO THE OWNER. SHALL
TELEPHONE: (301)443-8319
PERFORM ALL DEWATERING ACTIVITY. TRENCH EXCAVA
IONS SHALL BE DEWATERED BY USING ONE OR MORE OF THE
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FOLLOWING METHODS: SOCK DRAINS, WELL POINT SYS'
EM, SUMP PUMPS OR OTHER METHOD(S) AS APPROVED BY THE
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RON HARRIS, PLS
ENGINEER. DEWATERING SYSTEMS SHALL BE UTILIZED I
I ACCORDANCE WITH GOOD STANDARD PRACTICE AND MUST BE
COUNTYSURVEYOR
EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN AD)
NNCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO
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2300 VIRGINIA AVENUE
KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. I
THE MATERIAL ENCOUNTERED AT TRENCH GRADE IS SUITABLE
FT. PIERCE, FLORIDA 34982
FOR THE PASSAGE OF WATER WITHOUT DESTROYING Tl
: SIDES OR UTILITY FOUNDATION OF THE TRENCH, SUMPS MAY BE
3'r
(772) 462-1707
PROVIDED AT INTERVALS AT THE SIDE OF THE MAIN TRE
CH EXCAVATION, WITH PUMPS USED TO LOWER THE WATER LEVEL
BY TAKING THEIR SUCTION FROM SAID SUMPS. DISCHAF
3E FROM DEWATERING SHALL BE DISPOSED OF IN SUCH A MANNER
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11. CONTRACTOR TO UTILIZE "APPROVED FOR CONSTRUCTION" PLANS ONLY. ANY PLANS NOT"APPROVED FOR
THAT IT WILL NOT INTERFERE WITH NORMAL DRAINAGE
F THE AREA IN WHICH THE WORK IS BEING PERFORMED, CREATE A
T
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CONSTRUCTION" SHALL BE CONSIDERED PRELIMINARY AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION.
PUBLIC NUISANCE OR FORM PONDING. ALL DISCHARGE
OPERATIONS SHALL NOT CAUSE INJURY TO ANY PORTIO
HALL BE IN ACCORDANCE WITH ANY SFWMD ISSUED PERMITS. THE
4 OF THE WORK COMPLETED OR IN PROGRESS OR TO THE SURFACE
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OF STREETS OR TO PRIVATE PROPERTY. THE ENGINEEF
OF RECORD AND NECESSARY REGULATORY AGENCIES. PRIOR TO
.
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12. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMIT -FED TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION, SHALL APPROVE THE PROPOSED DEWA
TIERING METHOD(S) AND SCHEDULE. ADDITIONALLY, WHERE
PRIVATE PROPERTY WILL BE INVOLVED. THE CONTRACTOR
SHALL OBTAIN ADVANCE PERMISSION FROM THE PROPERTY
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ORDERING.
OWNER.
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13. SHOP DRAWINGS ARE REQUIRED ON ALL STRUCTURES. THE ENGINEER REQUIRES FIVE (5) BUSINESS DAYS TO REVIEW
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SHOP DRAWINGS AFTER RECEIPT. ADDITIONAL TIME MAY BE REQUIRED IF LOCAL GOVERNMENT OR MUNICIPALITIES
CONFLICTS
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REQUIRE AN INTERNAL REVIEW AND APPROVAL PROCESS.
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IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
rO BECOME ACQUAINTED WITH EXISTING CONDITIONS AND TO
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LOCATE STRUCTURES AND STORM PIPES ALONG THE PR
DPOSED STORM PIPE ALIGNMENT IN ORDER TO AVOID CONFLICTS.
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14. CONCRETE SHALL BE CLASS 1 3,000 PSI MINIMUM COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE, REINFORCING
WHERE ACTUAL CONFLICTS ARE UNAVOIDABLE, WORKS
iALL BE COORDINATED WITH THE FACILITY OWNER AND
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SHALL BE GRADE 60 DEFORMED STEEL BARS IN ACCORDANCE ASTM A-615.
PERFORMED SO AS TO CAUSE AS LITTLE INTERFERENCE
AS POSSIBLE WITH THE SERVICE RENDERED BY THE FACILITY
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DISTURBED. ALL AFFECTED UTILITIES SHALL BE NOTIFIE
D PRIOR TO EXCAVATION IN THEIR VICINITY. CONTRACTOR TO
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15. CONTRACTOR SHALL PROTECT ALL EXISTING ABOVE OR UNDERGROUND STRUCTURES, LANDSCAPE FEATURES, TREES
POTHOLE ALL CONFLICTS OF EXISTING UTILITIES AND PFOPOSED
IMPROVEMENTS AT LEAST 10 DAYS PRIOR TO
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AND UTILITIES NOT SHOWN ON THE PLANS, THE CONTRACTOR SHALL REPAIR OR REPLACE ANY ITEM DAMAGED BY
CONSTRUCTION TO CONFIRM CONFLICT RESOLUTION SI
OWN ON THE PLANS.
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CONSTRUCTION ACTIVITY TO MEET ALL APPLICABLE CURRENT CODES. ANY REPAIRED / REPLACED ITEMS ARE SUBJECT TO
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REVIEW AND APPROVAL BY APPLICABLE LOCAL JURISDICTIONAL AGENCY.
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16. ALL PROPOSED UTILITY MATERIALS, CONSTRUCTION METHODS. TESTING AND DISINFECTION SHALL CONFORM TO THE
1. THE SOD SHALL BE FREE FROM WEEDS, FUNGUS, INS
CTS AND DISEASE OF ANY KIND. ALL SODDED AREAS SHALL BE
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REQUIREMENTS OF THE CURRENT LOCAL UTILITY COMPANY STANDARDS AND AWWA CURRENT STANDARD. IT SHALL BE
GRASSED AS SPECIFIED ON PLANS AND SURVIVAL GU)
,RANTEED FOR NINETY DAYS FROM DATE OF REPLACEMENT.
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THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND UTILIZE A CURRENT COPY OF THE LOCAL REGULATING UTILITY
SURVIVAL OF ALL RELOCATED TREES SHALL BE GUAR
kNTEED FOR 1 YEAR AFTER TRANSPLANTING.
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COMPANY STANDARDS AND ENSURE ALL CONSTRUCTION IS IN ACCORDANCE WITH THEIR STANDARDS. ANY CONFLICT
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WITH THE CONSTRUCTION DRAWINGS AND THE LOCAL UTILITY COMPANY SHALL BE RESOLVED UTILIZING THE MOST
2. SODDING SHALL CONSIST OF SITE PREPARATION, FUR
41SHING AND PLACING SOD, STAPLES AND FERTILIZER AND
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STRINGENT DIRECTIONS.
IRRIGATING.
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17. ALL HORIZONTAL AND VERTICAL SURVEY CONTROL POINTS SHALL BE PROTECTED AND UNDISTURBED. IN THE EVENT
3. SOD SHALL MATCH THE EXISTING YARD WITH ARGENT
NE BAHIA GRASS OR ST. AUGUSTINE FLORATAM AND SHALL BE
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THAT A CONTROL POINT IS DISTURBED OR DESTROYED, THE POINT SHALL BE RE-ESTABLISHED BY A FLORIDA REGISTERED
12-INCH BY 12-INCH SQUARES OR OTHER COMMERCIA
AVAILABLE RECTANGLES, THE SOD SHALL BE SUFFICIENTLY
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LAND SURVEYOR. THE METHOD TO RE-ESTABLISH THE POINT SHALL BE APPROVED BY THE CITY I COUNTY ENGINEER AT
THICK (MINIMUM THICKNESS OF 2 INCHES) TO PROVID
A DENSE STAND OF LIVE GRASS. THE SOD SHALL HAVE BEEN
BE
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THE EXPENSE OF THE CONTRACTOR.
GROWN ON MINERAL SOIL. SOD SHALL BE LIVE, FRESI
1, AND UNINJURED AT THE TIME OF PLANTING AND SHALL
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PROTECTED FROM DRYING OUT BY SHADING AND WAI
ERING FROM THE TIME IT IS DUG UNTIL PLANTING.
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PAVING, GRADING AND DRAINAGE NOTES
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1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK, ORGANIC MATERIAL AND OTHER DELETERIOUS MATERIAL AS CLASSIFIE 0 BY
4. SOD SHALL BE PLACED SUFFICIENTLY BELOW FINISHED
DRAIN, GRADING SHALL ACCOMMODATE SOD HEIGHT -
ROADWAY AND DRIVEWAY GRADES TO ALLOW THESE AREAS TO
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AASHTO M-145, FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND REPLACED WITH THE SPECIFIED
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FILL MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100% MAXIMUM DRY DENSITY AT OPTIMUM
MOISTURE IN ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAY BE INCREASED, PROVIDED THAT THE
6. STAPLES FOR SOD PLACED ON SIDE SLOPES 3:1 & STE
EPER SHALL BE BLACK IRON WIRE NOT SMALLER THAN 14 GAUGE,
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EQUIPMENT AND METHODS USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS
AND SENT FROM A LENGTH OF WIRE AT LEAST 25 INCHES
LONG INTO A'U'WITH A I INCH WIDTH AT THE CROWN. COS TOF
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TO SPECIFIED DENSITIES.
STAPLES SHALL BE INCIDENTAL TO THE SOD UNIT PRICE,
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THIS SHALL CONSIST OF THE COMPLETE
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2. ALL AREAS SHALL BE CLEARED AND GRU1313ED PRIOR TO CONSTRUCTION.
6. WATER USED FOR IRRIGATION MAYBE OBTAINED FROM
ANY APPROVED SOURCE. IT SHALL BE FREE OF EXCESSAND
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REMOVAL AND DISPOSAL OF ALL TREES, BRUSH. STUMPS, GRASS, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS
HARMFUL CHEMICALS, ACIDS, ALKALIES, OR ANY SUB,c
TANCE, WHICH IS HARMFUL TO PLANT GROWTH.
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RESTING ON, OR PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH OF ONE (1) FOOT. ITEMS
DESIGNATED TO REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL BE SO DESIGNATED ON THE DRAWINGS.
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7. WHERE SODDING WILL BE DONE, ALL LOOSE ROCK ....
ODY MATERIAL, AND OTHER OBSTRUCTIONS THAT WILL INTERFERE
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WITH SODD ING SHALL BE REMOVED AND THE AREA SHALL
BE REASONABLY SMOOTH AND UNIFORM. LIME AND FERTILIZER
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3. FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3, OR A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND SHALL BE FREE FROM
WILL BE APPLIED IN THE SAME QUANTITY AND MANNER
AS SPECIFIED BY THE MANUFACTURER.
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VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 12% BY WEIGHT OF PILL MATERIAL SHALL PASS THE NO. 200 SIEVE.
8. THE SOD STRIPS SHALL BE LAID IN A STAGGERED PATrERN
WITH SNUG EVEN JOINTS. ALL JOINTS SHALL BE BUTTED TIGHT
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4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CERTIFIED MATERIAL TEST RESULTS TO THE ENGINEER OF
TOPREVENTVOIDS. IMMEDIATELY FOLLOWING SOD FLACEMENT,
IT SHALL BE ROLLED OR TAMPED TO INSURESOLID
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THE RECORD PRIOR TO THE RELEASE OF FINAL CERTIFICATION BY THE ENGINEER, TEST RESULTS MUST INCLUDE, BUT
CONTACT OF ROOT MATTO SOIL SURFACE. THE SOD:
5HALL BE SECURELY ANCHORED To THE SOIL BY PINNING WITH
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MAY NOT BE LIMITED TO, DENSITIES FOR SUBGRADE AND BASE DENSITIES AT UTILITY CROSSINGS, MANHOLES, INLETS,
STAPLES OR WOODEN PEGS WHEN PLACED ON SLOPE
S 3:1 OR STEEPER. COST OF STAPLES AND PEGS SHALL BE
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AND STRUCTURES. TEST SHALL INCLUDE ASPHALT GRADATION REPORTS, CONCRETE CYLINDERS. ETC. DENSITY TESTS
INCIDENTAL TO THE SOD UNIT PRICE, PIN OR PEG EACH
SEPARATE PIECE OF SOD PLACED OR EVERY 3 FEETALONG EACH
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SHALL BE PERFORMED AT THREE (3) LOCATIONS AROUND ANY STRUCTURE. BEGIN TESTING IN THE FIRST FOOT ABOVE
CONTINUOUS STRIP OF SOD.
THE BOTTOM OF THE STRUCTURE AND THEN EVERY TWO FEET TO WITHIN TWO FEET OF THE FINISH GRADE; THESE
iDENSITY
REQUIREMENTS ARE THE MINIMUM. THE CONTRACTOR SHALL VERIFY DENSITY REQUIREMENTS AND PROTOCOL$
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WITH THE LOCAL APPROVING AUTHORITY PRIOR TO CONSTRUCTION OR BIDDING OF THE PROJECT.
SOIL EROSION PLAN
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5. ALL INLETS AND PIPE SHALL BE PROTECTED DURING CONSTRUCTION TO PREVENT SILTATION IN THE DRAINAGE SYSTEMS
1. NO POLLUTION OR EROSION CAUSED BY THIS PROJEC
T WILL BE ALLOWED IN THE STORMWATER DRAINAGE SYSTEM. THE
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BY WAY OF TEMPORARY PLUGS AND PLYWOOD OR PLASTIC COVERS OVER THE INLETS. THE ENTIRE DRAINAGE SYSTEMS
CONTRACTOR SHALL INSTALL ANY DEVICES NECESSA
�Y TO PREVENT POLLUTION OR EROSION. THE COST OF POLLUTION
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SHALL BE CLEANED OF ALL DEBRIS PRIOR TO FINAL ACCEPTANCE. ALL CONCRETE SHALL BE A MINIMUM 3,000 PSI. SOME
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AND EROSION CONTROL SHALL BE INCIDENTAL TO TH�
COST OF THE CONSTRUCTION,
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LOCAL GOVERNMENT STORMWATER PROJECTS MAY REQUIRE TELEVISING OF THE STORM SEWER. CONTRACTOR SHOULD
2
BE KNOWLEDGEABLE OF THIS REQUIREMENT PRIOR TO BIDDING OF THE PROJECT.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A SITE SPECIFIC SOIL EROSION CONTROL PLAN. IN GENERAL,
THE SOIL EROSION CONTROL PLAN SHALL REQUIRE THAT ALL ON -SITE SOILS WILL REMAIN ON -SITE AND WILL NOT ERODE
INTO THE ADJACENT ROADSIDE SWALES, ADJACENT PROPERTIES OR RETENTION DITCHES, ALL EXISTING SWALES SHALL
REMAIN SODDED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCARIFY ONLY AS NECESSARY TO CONSTRUCT THE
PROJECT, THE CONTRACTOR SHALL SCARIFY AREAS TO PLACE VARIOUS PIPE WORK. AFTER PLACEMENT OF THE PIPE,
THESE TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 98% MODIFIED PROCTOR AASHTO T-1 80. PRIORTO
DISCHARGE FROM THE SITE, SILTATION BARRIERS AND HAY BALES SHALL BE UTILIZED AS PER FDOT INDEX 102. THE
DRAINAGE WHICH OUTFALLS TO THE RETENTION AREAS SHALL BE STABILIZED AND SODDED IMMEDIATELY UPON
COMPLETION OF CONSTRUCTION. ANY DEWATERING OR PUMPING OF WATER INTO THE ROADSIDE SWALES OR RETENTION
SWALES SHALL BE STAKED WITH BALED HAY AND SILTATION FENCES AS PER FOOT INDEX 102 TO AVOID FILLING THESE
AREAS. UPON COMPLETION OF THE SITE WORK, ALL AREAS SHALL BE SODDED TO AVOID EROSION. CONTRACTOR IS
REQUIRED TO COMPLY WITH ALL STATE WATER QUALITY CRITERIA. SPECIFICALLY, NO OFF -SITE DISCHARGES WILL BE
ALLOWED WHICH EXCEED THE STATE TURBIDITY CRITERIA.
WATER QUALITY NOTES
1. THE CONTRACTOR MUSTMAINTAIN A COPY OF THE LATEST LOCAL WATER MANAGEMENT DISTRICT SURFACE WATER
PERMIT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS IN GOOD CONDITION AT
THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY DISTRICT
REPRESENTATIVES. THE CONTRACTOR SHALL REVIEW THE COMPLETE PERMIT PRIOR TO COMMENCEMENT OF THE
ACTIVITY AUTHORIZED BY THE PERMIT.
2. ALL ACTIVITIES SHALL BE IMPLEMENTED AS SET FORTH IN THE PLANS, SPECIFICATIONS AND PERFORMANCE CRITERIA AS
APPROVED BY LOCAL SURFACE WATER PERMIT. ANY DEVIATION FROM THE PERMITTED ACTIVITY AND THE CONDITIONS
FOR UNDERTAKING THAT ACTIVITY SHALL BE CONSIDERED A VIOLATION OF THE PERMIT. PRIOR TO ANY WORK COVERED
BY A PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD), A NOTICE OF CONSTRUCTION
COMMENCEMENT (FORM 0960) MUST BE SUBMITTED TO SFWMD BY THE PERMITTEE OR AUTHORIZED AGENT,
3. THE LOCAL WATER MANAGEMENT DISTRICT AUTHORIZED STAFF, UPON PROPER IDENTIFICATION, MUST BE GRANTED
PERMISSION TO ENTER, INSPECT AND OBSERVE THE SYSTEM TO INSURE CONFORMITY WITH THE PLANS AND
SPECIFICATIONS APPROVED BY THE PERMIT.
4. PRIOR TO AND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT
CONTROL MEASURES (BEST MANAGEMENT PRACTICES) REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO PREVENT
VIOLATIONS OF STATE WATER QUALITY STANDARDS. ALL PRACTICES MUST BE IN ACCORDANCE WITH THE GUIDELINES
AND SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER
MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATIONS 1988), WHICH ARE HEREBY INCORPORATED BY
REFERENCE, UNLESS A PROJECT's SPECIFIC EROSION AND SEDIMENT CONTROL PLAN IS APPROVED AS PART OF THE
SFWMD PERMIT, IN WHICH CASE THE PRACTICES MUST BE IN ACCORDANCE WITH THE PLAN. IF SITE's SPECIFIC
CONDITIONS REQUIRE ADDITIONAL MEASURES DURING ANY PHASE OF CONSTRUCTION OR OPERATION TO PREVENT
EROSION OR CONTROL SEDIMENT, BEYOND THOSE SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN, THE
CONTRACTOR SHALL IMPLEMENT ADDITIONAL BEST MANAGEMENT PRACTICES AS NECESSARY, IN ACCORDANCE WITH THE
SPECIFICATIONS IN CHAPTER 6 OF THE FLORIDA LAND DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER
MANAGEMENT (FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION 1988). THE CONTRACTOR SHALL CORRECT ANY
EROSION OR SHOALING THAT CAUSES ADVERSE IMPACTS TO THE WATER RESOURCES AT NO ADDITIONAL COST TO
OWNER. 1
5. WITHIN 30 DAYS AFTER COMPLETION OF THE STORMWATER SYSTEM, THE CONTRACTOR MUST ASSIST IN SUBMITTING TO
THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT THE FOLLOWING: DISTRICT FORM EN-45 (AS -BUILT CERTIFICATION BY
A REGISTERED PROFESSIONAL), SIGNED AND SEALED BY AN APPROPRIATE PROFESSIONAL REGISTERED IN THE STATE OF
FLORIDA AND TWO SETS OF AS -BUILT DRAWINGS WHEN, A) REQUIRED BY A SPECIAL CONDITION OF THIS PERMIT; B) THE
PROFESSIONAL USES AS -BUILT DRAWINGS TO SUPPORT THE AS -BUILT CERTIFICATION: OR C) WHEN THE COMPLETED
SYSTEM SUBSTANTIALLY DIFFERS FROM PERMITTED PLANS, THIS SUBMITTAL WILL SERVE TO NOTIFY THE DISTRICT STAFF
THAT THE SYSTEM IS READY FOR INSPECTION AND APPROVAL.
6. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL ON DISTURBED AREAS AS SOON AS
PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARY OR PERMANENTLY
CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE
HAS TEMPORARILY OR PERMANENTLY CEASED.
7. THE STORMWATER MANAGEMENT SYSTEM MUST BE COMPLETE IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT
CONDITIONS PRIOR TO THE INITIATION OF THE PERMITTED USE OF SITE INFRASTRUCTURE. THE SYSTEM MUST BE
COMPLETED IN ACCORDANCE WITH THE PERMITTED PLANS AND PERMIT CONDITIONS PRIOR TO TRANSFERRING
RESPONSIBILITY FOR OP7RATION AND MAINTENANCE OF THE STORMWATER MANAGEMENT SYSTEM TO A RESPONSIBLE
ENTITY.
8. IF DEWATERING IS TO OCCUR DURING ANY PHASE OF CONSTRUCTION OR THEREAFTER AND THE SURFACE WATER
PUMP(S), WELL(S) OR FACILITIES ARE CAPABLE OF WITHDRAWING ONE MILLION GALLONS OF WATER PER DAY OR MORE OR
AN AVERAGE OF 1700,000 GALLONS PER DAY OR MORE OVER A YEAR AND ANY DISCHARGE IS TO BE OFF -SITE, THE
CONTRACTOR MUST APPLY FOR AND OBTAIN A CONSUMPTIVE USE PERMIT (40C-2) FROM THE SFWMD. CONTRACTOR
SHALL NOTIFY ENGINF-F.7 IF ADDITIONAL INFORMATION OR APPLICATION MATERIALS ARE NEEDED.
9. WATER QUALITY MONITORING SHALL BE PERFORMED DAILY WHILE DEWATERING. SAMPLING SHALL BE PERFORMED IN THE
MIDDLE OF ADJACENT CHANNELS MEASURING FOR TURBIDITY, 100 FEET UPSTREAM AND 100 FEET DOWNSTREAM OF
DISCHARGES. WHEN TURBIDITY EXCEEDS 29 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET UPSTREAM
OF DISCHARGES AND / OR 0 NTU'S ABOVE BACKGROUND LEVELS AT A SAMPLE POINT 100 FEET DOWNSTREAM OF
DISCHARGES, WORK MUST CEASE AND REMEDIAL MEASURES MUST BE PERFORMED TO RETURN CONDITIONS TO
ACCEPTABLE TURBIDITY LEVELS. CONTRACTOR MUST RECEIVE ENGINEERS APPROVAL PRIOR TO RESTARTING WORK.
SAMPLE POINT LOCATIONS ARE IDENTIFIED IN THE SFWMD PERMITS.
10. THE CONTRACTOR SHALL PLACE TURBIDITY BARRIERS AT ALL OUTFALLS PRIOR TO CONSTRUCTION. ALL CUT I FILL
WILL BE RELOCATED WITHIN THE EXISTING SITE AND THEREFORE HAULING OF MATERIAL WILL NOT BE REQUIRED, UNLESS
APPROVED BY THE OWNER. CONTRACTOR SHALL INSTALL TURBIDITY CONTROL MEASURES PRIOR TO COMMENCEMENT OF
CONSTRUCTION, MAINTAIN SAID CONTROLS IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PERIOD, ASSURE
THAT TURBID DISCHARGES FROM THE PROJECT TO PROTECTED WATERS AND WETLANDS DO NOT EXCEED LIMITS STATED
IN NOTE 9 AND REMOVE SAID CONTROLS AFTER COMPLETION OF CONSTRUCTION.
EARTHWORK AND RELATED OPERATIONS
1. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PLAN FOR MONITORING OF ALL EARTHWORK AND RELATED
OPERATIONS. THE QUALITY CONTROL PLAN SHALL INCLUDE AS A MINIMUM, ALL TESTS THAT WILL BE PERFORMED
INCLUDING THE PROPOSED TEST FREQUENCIES, ALL MATERIAL SOURCES, THE NAME AND BACKGROUND OF THE PERSON
THAT THE CONTRACTOR WILL DESIGNATE AS THE CONTRACTOR'S QUALITY CONTROL MANAGER. THE NAME AND
QUALIFICATIONS OF THE TESTING LABORATORY THAT WILL BE PERFORMING QUALITY CONTROL TESTING AND THE NAMES
AND QUALIFICATIONS OF THE TESTING LABORATORY PERSONNEL THAT WILL BE PERFORMING THE QUALITY CONTROL
TESTING.
2. THE TESTING LABORATORY THAT IS RETAINED TO PERFORM THE CONTRACTOR'S QUALITY CONTROL TESTING MUST BE
CERTIFIED BY A RECOGNIZED QUALIFYING AGENCY SUCH AS FOOT, CMEC OR AASHTO FOR THE TYPE OF WORK TO BE
PERFORMED.
3. THE QUALITY CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE START
OF ANY EARTHWORK OR RELATED OPERATION.
4. UTILIZATION OF MATERIALS WITHIN ANY ROADWAY CROSS-SECTION SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND
TRAFFIC DESIGN STANDARDS (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS.
5. IF THE EXISTING FILL 18 CLASSIFIED AS A-24 BASED ON AASHTO M-145 CRITERIA, THE MAXIMUM PERMISSIBLE MOISTURE
CONTENT SHALL BE 2 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT.
COMPACTION
1. WHERE THERE ARE EXISTING STRUCTURES ADJACENT TO THE SITE THAT MAY BE AFFECTED BY THE SELF-PROPELLED
STEEL DRUM VIBRATORY EQUIPMENT, DENSIFICATION MUST BE PERFORMED USING EQUIPMENT THAT WILL SATISFY THE
REQUIRED DENSIFICAT10N WITHOUT THE RISK OF DAMAGE TO THE EXISTING STRUCTURE(S).
2. LOADERS AND HEAVY PLATE COMPACTORS ARE TWO TYPES OF EQUIPMENT THAT HAVE BEEN USED SUCCESSFULLY.
3. DENSIFICATION PROCEDURES MUST COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED.
4. WHEN SELF-PROPELLED STEEL DRUM VIBRATORY EQUIPMENT CANNOT BE USED AS SPECIFIED, VIBRATORY PLATE
COMPACTORS MAY BE USED. WHEN THIS CONDITION OCCURS, THE OVERALL DENSIFICATION PROCEDURE MUST BE
REVISED TO COMPLY WITH THE CAPABILITY OF THE EQUIPMENT EMPLOYED. IN GENERAL, SMALL PLATE COMPACTORS
WILL BE EFFECTIVE TO A MAXIMUM DEPTH OF 6 TO 8 INCHES.
SOIL RECOMMENDATION AND REQUIREMENTS
1. STRIPPING AND GRUBBING:
DURING THE GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN % INCH, OR SMALL ROOTS IN A DENSE
STATE, SHOULD BE GRUBBED AND COMPLETELY REMOVED.
PROOF -ROLLING THE CLEARED SURFACE IS RECOMMENDED TO LOCATE ANY UNFORESEEN SOFT AREAS OR UNSUITABLE
SURFACE OR LOOSE TO LOOSE FINE SAND SOILS WITHIN THE TOP 3 TO 4 FEET, AND TO PREPARE THE EXISTING SURFACE
FOR THE ADDITION OF THE FILL SOILS (AS REQUIRED). ONE COVERAGE CONSISTS OF PARALLEL PASSES OF THE
VIBRATORY ROLLER TRAVELING AT"WALKING SPEED". EACH PASS SHOULD OVERLAP THE PRECEDING PASS BY 30% TO
INSURE COMPLETE COVERAGE, SUBSEQUENT COVERAGES SHOULD BE CONDUCTED IN A DIRECTION PERPENDICULAR TO
THE PRECEDING COVERAGE. IN AREAS THAT CONTINUE TO "YIELD" REMOVE ALL DELETERIOUS MATERIAL AND REPLACE
WITH A CLEAN, COMPACTED SAND BACKFILL. THE PROOF ROLLING SHOULD PRODUCE A DENSITY EQUIVALENT TO 95% OF
THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY DENSITY VALUE FOR A DEPTH OF 2 FEET IN THE BUILDING AREA.
ADDITIONAL PASSES MAY BE REQUIRED IF THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED.
2, FILL REPLACEMENTS:
- WHERE FILL IS TO BE PLACED ON NATURAL GROUND, THE SURFACE MUST FIRST BE PREPARED AS OUTLINED ABOVE. THE
FILL AT GRADE SHOULD EXTEND A MINIMUM OF FIVE FEET (5') BEYOND THE STRUCTURE OUTLINE.
- FILL SHOULD BE A UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED
12 INCHES LOOSE MEASURE AND COMPACTED AS OUTLINED ABOVE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE
APPLIED TO OBTAIN A MINIMUM OF 98% OF THE MODIFIED PROCTOR (ASTM D-1 557) MAXIMUM VALUE.
3. EXCAVATION AND BACKFILLING:
- WHERE EXCAVATION AND BACKFILLING ARE REQUIRED, THE SOILS SHOULD BE REMOVED TO THE SPECIFIED
DEPARTMENT SUFFICIENT COMPACTIVE EFFORT MUST THEN BE APPLIED TO THE EXCAVATED SURFACE TO OBTAIN A
MINIMUM OF 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE.
BACKFILL SHALL BE UNIFORM FREE DRAINING GRANULAR SOIL (CLEAN SAND) AND BE PLACED IN LAYERS NOT TO EXCEED
15 INCHES LOOSE MEASURE. SUFFICIENT COMPACTIVE EFFORT SHOULD BE APPLIED TO EACH LAYER TO OBTAIN A
MINIMUM OF 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM VALUE. THE EXCAVATED SURFACE AND EACH
LAYER OF BACKFlLL SHOULD BE COMPACTED WITH A SELF�PROPELLED STEEL DRUM VIBRATORY ROLLER HAVING A
MINIMUM TOTAL APPLIED FORCE OF 170 TONS.
4. FOOTING EXCAVATION:
SEE SOILS LABORATORY RECOMMENDATIONS.
S. GROUNDWATER:
- HEAVY RAINFALL AND / OR A HIGH WATER TABLE MAY OCCUR BEFORE THE EARTHWORK COMMENCES, OR DURING THE
EARTHWORK OPERATION. WHEN THESE CONDITIONS OCCUR AND THE SITE PREPARATION CANNOT BE ACHIEVED AS
SPECIFIED, AN EXCAVATION OF THE EXISTING CONDITIONS SHOULD BE CONDUCTED AND THE SPECIFICATIONS REVISED
ACCORDINGLY.
�
6. PAVING AREAS SUITABLE FILL MATERIAL AND THE COMPACTION OF FILL SOILS:
- ALL FILL MATERIAL SHOULD BE FREE OF ORGANIC MATERIALS, SUCH AS ROOTS AND VEGETATION AS A GENERAL GUIDE
TO AID THE CONTRACTOR, USE FILLINGS WITH 3 TO 12 PERCENT BY DRY WEIGHT OF MATERIAL PASSING THE U.S.
STANDARDS NO. 200 SIEVE SIZE. WITH PROPER MOISTURE CONTROL. THESE SOILS SHOULD DENSIFY USING VIBRATORY
COMPACTION METHODS. SOILS WITH MORE THAN 12% PASSING THE NO. 200 SIEVE WILL BE MORE DIFFICULT TO
COMPACT.
EXCAVATION FOR STRUCTURES AND PIPES
1. EARTHWORK AND RELATED OPERATIONS PERFORMED ON STRUCTURES AND PIPES SHALL BE CONDUCTED IN
ACCORDANCE WITH SECTIONS 125 AND OTHER APPLICABLE SECTIONS OF THE F.D.O.T, STANDARD SPECIFICATIONS FOR
ROADWAY AND BRIDGE CONSTRUCTION (LATEST EDITION) UNLESS OTHERWISE SHOWN ON THE PLANS.
2. REMOVAL OF UNSUITABLE, ORGANIC OR PLASTIC MATERIAL SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE AND
SHALL BE INCIDENTAL TO OTHER WORK.
3. UTILIZATION OF MATERIALS WITHIN THE WORK LIMITS SHALL BE AS DIRECTED BY THE GEOTECHNICAL ENGINEER UNLESS
OTHERWISE SHOWN ON THE PLANS.
PIPE AND STRUCTURE BACKFILL
1. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE IF EXCAVATED SOILS MEET THE REQUIREMENTS OF THE
PROJECT PLANS AND SPECIFICATIONS RELATIVE TO MATERIAL CLASSIFICATION. PIPE AND STRUCTURE BACKFILL
MATERIAL SHALL BE LIMITED TO MATERIAL CLASSIFIED AS A-1, A-3 AND A-2-4 IN ACCORDANCE WITH AASHTO M-145 AND
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. SECTION 125 REQUIREMENTS.
.
CLEAN-UP
1. THE CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A NEAT CONDITION AT ALL TIMES AND SHALL RESTORE / REPAIR ALL
DRIVEWAYS, SIDEWALKS, UTILITIES, LANDSCAPING, IRRIGATION SYSTEMS, ETC., AFFECTED BY CONSTRUCTION ACTIVITIES.
2. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, DEBRIS, EQUIPMENT, ETC., FROM THE JOBSITE IMMEDIATELY
AFTER COMPLETION OF CONSTRUCTION OPERATIONS.
3. UNLESS OTHERWISE SPECIFIED OR NOTED; ALL DISTURBED AREAS TO BE RESTORED BY CONTRACTOR TO
PRE -CONSTRUCTION CONDITION OR BETTER PRIOR TO ACCEPTANCE BY THE OWNER OR LOCAL APPROVING AUTHORITY.
PAVEMENT MARKING AND SIGNAGE
1. PAVEMENT MARKINGS: THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS AND LA13OR REQUIRED TO
COMPLETE THE PROJECT WORK IN THIS SECTION. MATERIALS AND CONSTRUCTION METHODS FOR APPLYING PAINTED
TRAFFIC STRIPES AND MARKINGS, COMPLETE WITH REFLECTIVE GLASS SPHERES, SHALL CONFORM TO THE
REQUIREMENTS OF SECTION 710, FOOT SPECIFICATIONS. TRAFFIC PAINT SHALL BE APPLIED IN ALL LOCATIONS SHOWN ON
THE PLANS. USE THERMOPLASTIC STOP BARS.
2. SIGNAGE: THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NEEDED, INCLUDING ALL SUPPORTING
ELEMENTS, TO INSTALL SIGNS AT THE LOCATIONS SHOWN ON THE PLANS. MATERIALS AND CONSTRUCTION METHODS
SHALL CONFORM TO SECTION 700, FDOT SPECIFICATIONS. STOP SIGNS ARE TO BE HIGH INTENSITY REFERENCE PER FOOT
STANDARDS, LOCAL COUNTY/CITY STANDARD AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. AT NO TIME
SHALL ANY SIGNS NOT MEET THE SAFETY REQUIREMENTS SET FORTH BY FOOT.
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NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO
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THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 9 9 2
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REVISE AND RESUBMIT —8
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PLAN DATE ARCH: N/A STRUCT: N/A
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