HomeMy WebLinkAbout96110399-PLANS & SPECIFICATIONSa
PLANS AND SPEICIFICATIONS FOR
THE CONSTRUCIION OF GRADING,
PA V ING. AND
IMPROVEMENTS
sr.
INDEX OF SHEETS
RAINAGE SITE
TO SERVE THE
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ST. LUCIE C
BUILDING DI
REVIEV
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REVIEWED BY
DATE_ �Z
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"I�,,,,GOWAN COMPANY
i a I;
ENGINEERING. INC.
CON::`«LTIN(-) CIVIL_ ENCINEER.
2005' N. W. 176TH AVENUE
OKEECHI7AEE, FL. lJ411 763-Eo7f
A P F R 9VED
%1I
otloy�
KEG. # : 44742 DA TP
!EC'. 2f OCT 96 RVSD.
l'o?R N(' .: 96 - 036 SHEET I OF
GENERAL NOTES:
GRADIN�i AND DRAINA6E NOTES:
WATER AND SEWER NOTES:
WATER QUALITY CALCULATION:
I THE SUPPLEMENTARY CONTRACTOR
S FOR, PROJECT
SPECIFICATIONWITH
ITIONS TO, AND THELL FAMILIARIZE
PROJECT WORK
1
FACILITIESSHALLBE OPERATIONS
SED SEDIMENT CONTROL ACTIVITIES
FOLLOWINGS �ROSION AND CONSTRUCTION
INSTALLED TIN
ACCORDANNCEPOTAEWITHLTHEWLATEST EDITION OFNFDHRSTCHAPTERS 10D 4, AND ATTACHMENTS,
PROJECT AREA: 9.999 ACRES 435,599 S.F,
TOTAL DRAINAGE AREA 9.999 ACRES 435,599 S.F.
�
E G
E
N D
PRIOR TO COMMENCING CONSTRUCTION.
ACCORDANCE !WITH THE PERMITS OBTAINED FOR THIS PROJECT. ADDITIONALLY,
EXHIBITS AND REVISIONS THERETO AS ADOPTED BY THE ST, LUCIE COUNTY HEALTH
--_..-
--
WHENEVER CO+{+}STRUCTION ACTIVITIES HAVE CREATED AN NON -STABLE SOIL SURFACE THAT
DEPARTMENT. THIS INCLUDES BUT IS NOT LIMITED TO PIPE MATERIALS, FITTINGS,
TPEATMI4NT REQUIRED,
2. THE. PROJECT BENCHMARK FOR THIS PROJECT IS BASED UPON THE NORTH ST. LUCIE
HAS THE POTENTIAL FOR ALLOWING SEDIMENT TO BE TRANSPORTED OF'F-SITE OR TO
STRUCTURES, LEAKAGE TESTING, AND DISINFECTION.
/
RIVER FLOOD CONTROL DISTRICT BENCHMARK 22-D. ELEVATION 25.28 FEET.
ADJACENT W LANDS ADDITIONAL EROSION MEASURES SHALL BE IMPLEMENTED.
1ST INCH:
.
3. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION FOR THIS PROJECT WAS
(�
A) STRAW BALES, IF ITILIZED, SHALL BE SECURED TO THE GROUND WITH A
2. ALL PIPE LEISHOWN ARE PLUS OR MINUS DIMENSIONS AND ARE MEASURED
FROM CENTER OF FITTINGS AND/OR STRUCTURES.
VOLUME - 1"/12"/FT. 9.999 ACRES - 0.833 ACRE FEET
00-
�
SECTION CORNER
PROVIDED BY JAMES A. KIRBY, III, REGISTERED LAND SURVEYOR, AND AS SHOWN ON
MINI OF TWO STAKES PER BALE AND BE INSTALLED SO THAT RUNOFF CANNOT
SURVEY DRAWING No. 96-0044T(L) AND DATED JULY 12, 1996.
DRAIN FREELY UNDER OR BETWEEN THEM.
3. WATER MAINS SHALL BE LAID AT A MINIMUM COVER OF 24-INCITES.
2.5 • t IMPERVIOUS:
�.�
I/4 CORNER
\�
4. THE PROJECT IS LOCATED IN FLOOD ZONE "A• AS SHOWN ON THE FEDERAL
B)
ERATION AND MAINTENANCE OF STRAW BALE SEDIMENT BARRIERS INCLUDE
4. WATER MAINS SHALL BE CLASS 160 (SDR 9) 1 1/2-INCH NOMINAL POLYETHYLENE
CONTRIBUTING ROOF AREA - 0.170 ACRE
�••�••�
R/W LINE
EMERGENCY MANAGEMENT AGENCY F.I.R.M. MAP PANEL, 12111C-U165F OR ST. LUCIE
DAILY
NB SpON OR INTEGRITY, REPLACEMENT OF ROTTEN OR DISINTEGRATING
(P. E.) PIPING, AND SHALL BE AWWA AND NSF APPROVED FOR POTABLE WATER. ANY
LAKE AREA - 1.50 ACRES
COUNTY, FLORIDA EFFECTIVE AUGUST 19, 1991. AND IS IN A AREA DESjGNATED AS A
BALES
REQUIRED, AND REMOVAL OF SEDIMENT BUILDUP AFTER A RAINSTORM.
ABOVE GROUND PIPING OF WATER SERVICE LINES SHALL BE GALVANIZED IRON PIPF.
PERVIOUS SITE AREA - 6.419 ACRE
CENTERLINE ROADWAY
SPECIAL FLOOD HAZARD. NO BASE FLOOD ELEVATION HAS BEEN DETERMINED FOR THIS
(G.I.P.1, COPPER, OR DUCTILE IRON PIPE
---
DRAINAGE CANAL
SITE. EASED UPON A LINEAR PROJECTION OF THE EASE FLOOD PROFILE FOR lU-MILE
CI S
LT FENCES AND TURBIDITY SCREENS SHALL BE INSTALLED IN ACCORDANCE
WATER QUALITY SITE AREA, WQSA - 9.999 - (1.500 . 0.170) - 8.329 ACRES
CREEK, THE 100-YEAR BASE FLOOD ELEVATION FOR THE LAND IN THE VICINITY OF THE
WITH
T INDEX R102 AS REQUIRED,
5. WATER SERVICE LINES SHALL TERMINATE AT EACH BUILDING WITH A SHUT OFF
PROPERTY LINE
Milm
PROJECT HAS BEEN DETERMINED TO BE 22.0 FEET, MSL.
VALVE AND BOX. SERVICE LINES SHALL BE INCLUDED IN PRESSURE TESTING AND
SITE AREA - WQSA - PERVIOUS AREA
2. IT S.•,*L
BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL
DISINFECTION AS A PART OF THE WATER SYSTEM CONSTRUCTION.
IMPERVIOUS SITE AREA - 8.329 Ac. - 6.419 - 3.970 Ac.
IMPERVIOUS
SCALE I -INCH - 50 FEET
5. AT A MINIMUM, PROJECT LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH
WATER, INCLUDING
DE -WATERING WATER, ENTERING WETLANDS, OR DISCHARGED FROM THE
t IMPERVIOUS - 1(1.910 /8.329) • 1001 - 22.93%
SECTION OR 1/4 SECTION LINE
THE LANDSCAPING PLAN INCLUDED AS A PART OF THE APPROVED SITE PLAN FOR THIS
SITE SHALL
MEET OR EXCEED STATE WATER QUALITY STANDARDS - SPECIFICALLY,
6. THE ENTIRE POTABLE WATER SYSTEM (INCLUDING THE WELL) SHALL BE
PROJECT. ADDITIONAL LANDSCAPING SHALL BE INSTALLED AS DIRECTED BY THE OWNER.
TURBIDITY SMALL
NOT EXCEED 29 NTU ABOVE BACKGROUND LEVELS.
DISINFECTED AND BACTERIOLOGICALLY CLEARED IN ACCORDANCE WITH TILE REQUIREMENTS
VOLUME - 2.5•/12"/FT • 0.2293 9.999 Ac - 0.478 ACRE FEET
•
BUlLDlNGS
OF THE ST. LUCIE COUNTY HEALTH DEPARTMENT,
<9 , ,
''"
PROPOSED
6. OPERATION AND MAINTENANCE OF THE PROPOSED IMPROVEMENTS SHALL BE THE
3. ALL
DEBRIS, UNSUITABLE EARTH, ETC. OF NO SALVAGE VALUE SHALL
]at INCH OF RUNOFF GOVERNS WITH S 0,833 ACRE FEET REQUIRED
RESPONSIBILITY OF THE PROPERTY OWNER, CIRCLE H CITRUS.
EJERIAL,
BECOME THE
ROPERTY OF THE CONTRACTOR AND SMALL BE LEGALLY DISPOSED OF OFF
7, THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS OF RIMS AND COVERS, AND
SITE BY THel
coNTRACTOR.
CLEANOUTS, ETC., AS NECESSARY TO MATCH FINAL GRADES AS SHOWN ON PLANS.
TREATMENT PROVIDED,
PROPOSED CONCRETE
_.
SIDEWALKS OR PADS
CONSTRUCTION NOTES:
4. ALL ''••jj[[EVELGPED
AREAS OF THE PROJECT SITE. SHALL BE GRADED AND SLOPED TO
DRY PRETREATMENT:
MINIMIZE `POTENTIAL
FOR EROSION OR THE ONDING OF WATER. UNLESS OTHERWISE
BF. 4
SURFACE WATER MANAGEMENT SUMMARY:
DRY PRE-TREATMENT OF 1/2-INCH IS PROVIDED FOR OFFICE AN SHOP AREA
]
PROPOSED COMPACTED SHELL
PARKING 6 TRAVEL AREA
1. THE CONTRACTOR SHALL CONDUCT HIS WORK IN STRICT ACCORDANCE WITH ALL
SHOWN ON
HORIZONTAL
BE PLANS, THE MAXIMUM SLOPES FOR ALL SITE GRADING SHALL
1 VERTICAL (4:1). SIX TO ONE (6:1) OR FLATTER SLOPES SHALL BE
PERMITS AND APPROVALS OBTAINED OR THIS JOB, AND PARTICULARLY THE ST. LUCIE
USED WHERE
6PACE PERMITS.
The following is a summary of the output from computer simulations of storm
0.5-INCH • 6.55 ACRES) • 1-FT/12-IN - 0.27 ACRE FEET
COUNTY DEVELOPMENT ORDER ISSUED FOR THIS PROJECT AND ALL ST. LUCIE COUNTY
event modelling using the Santa Barbara Urban Hydrograph (SBUH) method.
' '
PROPOSED ASPHALT PAVING
LAND DEVELOPMENT CODES.
5, MINI
COVER ON ALL DRAINAGE CULVERTS SHALL BE 24-INCHES, EXCEPT
Allowable discharge for the site is based upon the capacity of the NSLRWCD
A WATER QUALITY VOLUME OF 0.36 ACRE FEET IS PROVIDED IN THE DRY SWALES
REINFORCEDONCREIIE
(RCP) WHICH SHALL BE 12-INCHES. CULVERTS WITH LESS THAN
canal system which are sized for a -inch per acre per day removal rate.
UPSTREAM OF WATER CONTROL STRUCTURE No. 2.
SEPTIC TANK
2. THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY APPROPRIATE PUBLIC
THE MINI
COVER SHALL BE INSTALLED IN ACCORDANCE WITH FDOT INDEX #205,
Allowable discharge is 1.67 acre-feet in a 24-hour period.
L.17 �.1
AGENCIES PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION.
EXTRA BASEETAIL.
THE MINIMUM PERMISSIBLE BLEEDER SIZE (3-INCH CIRCULAR BLEEDER) 19
STORM EVENT MAXIMUM STAGE MAXIMUM DISCHARGE•
UTILIZED TO DETAIN THE VOLUME TO BE TREATED.
DRAINAGE FLOW
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CAUSE ALL EXISTING
THE VICINITY OF THE PROJECT WORK LOCATED PRIOR TO INITIATING THE
6 ALL AR�E6An^S DISTURBED DURING THE PROSECUTION OF THE PROJECT WORK SHALL BE
10-YR 3-DAY 19.05 Ft. 1.10 CFS
WET DETENTION:
5
ELEVATION
UTILITIES IN
PROJECT WORK AND TO PROTECT THOSE UTILITIES DURING CONSTRUCTION AND TO NOTIFY
FINISH GRAC�v, AND STABILIZED BY THE APPLICATION OF SEED, FERTILIZER, AND
MULCH, OR OD WITHIN TWO (2) WEEKS OF THE COMPLETION OF THE FARTHWORK
25-YR 3-DAY 20.07 Ft. 2.66 CFS
100 YR 3-DAY (0 DISCHARGE) 21.45 Ft, Not App l i cab lc
\
EXISTING
ALL ITTILITY COMPANIES WITH FACILITIES IN THE. AREA PRIOR TO CONSTRUCTION.
ACTIVITY !
WET DETENTION IS UTILIZED TO MAKE UP THE REMAINDER OF THE REQUIRED WATER
-TIT-
DIRECTION OF SLOPE
THE FINISHED FLOOR ELEVATION RAS BEEN SET AT 25.00 FEET, NGVI).
QUALITY TREATMENT VOLUME.
1
e
4. BEARINGS SHOWN HEREON ARE BASED UPON AN ASSUMED MERIDIAN AND ARE
RELATIVE ONLY. THE BEARING BASE FOR THIS PROJECT IS MOO 21'26"W FOR THE.
r .
NET UEl'ENTION REQUIRED - O.BJJ AF - 0. 2'7 AF - O. S6l ACRE FEET
\
\ \ / INTERIOR 1/4 SECTION LINE OF SECTION 30. A WATER QUALITY TREATMENT VOLUME OF 2.11 AF OF IS PROVIDED IN THE WET
\ S. ALL PROPOSED SITE IMPROVEMENTS SHOWN HERON ARE PARALLEL OR PERPENDICULAR DETENTION SYSTEM (POND) UPSTREAM OF WATER CONTROL STRUCTURE No. 1.
TO THE NORTH PROPERTY LINE UNLESS OTHERWISE SHOWN.
n • / �- VOLUME TO BE
1/4 SECTION LINE 6. WRITTEN DIMENSIONS ARE PROVIDED FOR CLARITY. WHERE WRITTEN AND SCALED A 4-INCH CIRCULAR BLEEDER IS D DETAIN E
TREATED. THE BLEEDER. IS SIZED SUCH THAT LESS THAN 1/2 OF THE DE1'AINEO
SIONS CONFLICT WRITTEN DIMENSIONS SHALL GOVERN VOLUME IS RELEASED IN 24-HOUR PERIOD AS SUCH THE VOLUME OF WATER
'f 'y OIMEN. .I .
QUALITY TREATMENT VOLUME PROVIDED IS IN EXCESS OF THE REQUIRED TREATMENT
1. DIMENSIONS AND ELEVATIONS SHOWN ON THE PLANS ARE '1'0 THE BASE OF THE I VOLUMES.
- IUILDING, EDGE OF PAVEMENT, SIDEWALK, OR EDGE OF CURB. j - - -
_ 6%IIST.I '�----' ..... as..........�.. �..�.. o �O NG` FARM R..,.,_-..._���......��................................................�..�..�..�..�........�....�.. �.. �.. �.. �.. ... ... ... ... ...
..
DAQ ! ` , .1 - • - 1 �, - SLING. EnRH ROAD r'i i. ._ .- _ - ' -• -
' ,�XI
• EXISTING BRIDGE
fit
I�1 N.S.L.R.W.C.D. CANAL No. 58 1�1
(122.0' RIGHT-OF-WAY) ti>•►
----- -
/-- .i --- � ----- --- DRY SEASON W.C.E -18.30------�---------------- ----------------------------------------------------------------------
�\ \ WET SEASON W.C.E.-16.80
V o FUTURE LANDZONED U;1 IVSE- AG5
TOP OF BANK $ o
S6 1 •56 43 E 1 207 . 79 •
..�...�..� R _-._ - -�'{�( - -- - -- .... ..... -- - ---- .�..�..�..�..�..�..
IL
PERIMETER
REQUIRED)
-- ♦ _
,� L-- --- -- - �- - \
DRY SWALE O 1 1 \
n o o PROP, WALL MOUNTED SIGN .R-100: v .1 WATER CONTROL STRUCTURE el
m / m (SEE DETAIL SHEET 4 OF 5)
/ • �'� O �• \ STORMWATER /�rI. R-.35'.
\ BOTTOMEELVI- ASS / ��� o
- PROPOSED 4-INCH -0TA8LE \ I �7 \ ♦ 1
WATER WELL CONIC. . -
�\ W/ 6• I O-FT CONC. SLAB -- ' - - , _-- , -_ _-_
.p 1 \ \I 1 TOP OF BANK ♦♦ ` ?��\
\� S'6• a` `. �' 0 1 1 BASIN DIVIDE/PERIMETER BERM ♦ m� N \` EXISTING
J \ \ R•40' TOP ELEVATION - 21.75 \ ♦ y, GROVE
_ •SLAB ...... _... _..... .. ✓ =i (SEE DETAIL SHEET 4 OF 5) -.. \ \ i
R-50'ITYPI 1
INTERIOR 1/4 SECTION LINE \ \'L� r 'Y I: -ti , ) 'o. m' g, •. •,l oo.o _ 1 j ♦ 7,
-
\ R-55. . 1.6r.P' z PROP: STABILIZED -- '• e� 1 EDGE OF WATER • ��.
GRASS P •. $ _--- 1 1 5.00---- 1 E3.63' \ ♦♦ 70
1 d��Ih ` o " P(FUTURE )N
ZONED - AG5 =J i .. a -Fr cork. �a o �. . . . . . . ELV - 22.00 1
FUTURE LAND USE AG5 \ \ ap SIDEWALK \\ r ---- _ �. COQPAQTED. SHELL. /� 1 p �' \ ZONED - AG5
1 \ qq q �� 10 . ••,'a w r�2'rky a� �j ,$ P(111KING.A 7RAyEL,AREA 1 / �4 `B a7 ♦ lt1 , 1 FUTURE LAND USE - AG5
1NE'DCP ND/ a °,r . U '!rFR.. je R ...._..................... ..... �, "� I � DITCH \ • (r�.
\ D ]TER E S /� S�nO •'$ .L.. r �_..L-__ DOAPONDE ♦ D 13\\,
NV - 21 . 0 �o o „ //( o m_ y\q
\ \ �i��l / QO o �N 1 ill .�� III /i ♦ SJ
/ : \ 1 , \gO 2-STORY c85 9DG - - 0' /r WET DETENTION POND \ ♦ !y�
/ C/LEXIST DRIVE \1 s I HBGHT-1&00 FT �'��� \ �I' � _ Z41 1 1Il _-_- (I.501AB1 WATER SURFACE) ♦ \(
3339 SF (TOTAL) / <<('(iP - i' . (( r + s ♦ 13
\ �Fo FFE-25.o0 ip�--�- * '' ' : ` - < w CNTL. ELV. 10.50 \ �_
/ / _1• ` y`' .fr 135..00:1-WATER CONTROL STRUCTURE 02 ♦♦� \-\i
�LP�� 24RINRCMPRWITHERISERT ♦ P'\'
�: a«QQ •' u'� 1 AND BLEEDER
,Cy& /
i • t 'r'0, y'p rN. SF ]SEE DETAIL SHEET 4 OF 5) \ ♦ \_ \
a ° t �. R-46.
PROPOSED 6-FT 1 FR _ R(� ♦ -
d\ o \ /� CHAIN LINK FENCE .
v 1
1 `�• rJ o y 300 AL. DOSING TANK / 'Q2\
EXISTING FIRE STATION/'M ITORING CHAMBER) r, CHAIN
1
ZONED PL&JC FACIIIFS 0AL .
TIONAL,.y - R- 5' -- --�- - - 300� _ 1 LINK FENCE
/0 \ PROPOSED E ♦♦
FUTU
LAND USE
J 30: ,
• \ > .g GAS J. g�IESEL - $ 1 ♦♦ \
C/L EXIST DR VE \�\\ / Y. N -1 1 ELEVATION- 20.50 \
`� N\ _ $ $' �/ ev PERIMETER BERM 4 6-FT
.r ' T r CONST. CONVEYENCE CHAIN LINK FENCE 1 C/L PERIMETER BERM
O• v' � SWALE (TYP) _ _ MAX OP LV - 75 _-
- -- - - ' �-f4.�. 1 � 2 I�1 _ III
Q
/ '�- X','•Aa :n'^ R( �' //� . . . .r . .�. •�. . - . . . r . . . r . . . .• . . . . . . i. . w . . . . . ...... s .Pi. . . �. . ��. . . . . . . . . . . . . . . . . .333 'a . . . . . . . . . . . . .)� \\
a\\ \ rti :° , - s.-- _. �_ o o - - '� ----' _ - N6 I • 56' 43 -W 983 . 83 -- _ _. ------ �t�- - ----- - - 1
/ • R-60' �_, - - - -- - - - -- - - R - -- - - - - - - - - - - - - - GROVE CANAL (PROPOSED) - - - -L. /
�R-60'IiYP, / . �' %' ,1• IL .---------- `--_ ------------------ (�
%�/ , ♦ ,.w . 2 Q /�!� /''- - ice•_ ___._ _ A • r ` , -ROAD IPROPOStQ) .r _ - '', •'i ,,� i l �� " r;-'
•00
2\ \ `\o ~ 0!�8�•\,� 2CULVERT
(PROPOSED)
) \
0 •
Aq
EXISTING GROVE (TYP) -
\ \o ZONED - AG5
/�� 3�� �p-Q � ♦.. - � FUTURE LAND USE -AG5
a♦
I�
S�
DATE BY DESCRIPTION
DRAWING NAME: MASTER-LGCD
-------
DESIGN: TFM
-- -
CADD: ZZ_
DRAFT: -----_-..-- _
_
CHECK: TFM
APPROVED:
DATE: - OCI 8 1996
F!_A. REG. a _ 44742
IcGOWAN & COMPANY
E-=NGINFFRING, INC.
CONSULTING CIVIL ENGINEERS
20055 NW 176TH AVE - PO BOX 2612
OKEECHOBEE. FL 34973 (941) 763-5377
CIRCLE H CITRUS
OFFICE / SHOP COMPLEX
ST. LUCIE COUNTY, FLORIDA
20.50
SECTION F - F
DRAINAGE DITCH DETAIL
SCALE:. I• - 2•
MASTER GRADING, , A V I I
!
I
• DRAINAGE PLAN
20_5_0_
i4 P tgP.O��199�ty
PROJECT N0. SCALE
96-036 1" = 50'
ISSUE DATE SHEET
25 -OCT _96
----
LEGEND_-
-
Exr$.TINO FARM ROAD - -
_ ' - -
SECTION CORNER
1/4 CORN ER
.�..—..�
R/W LINE
\
\\•
--.---
..-----. -- -
CENTERLINE ROADWAY
---------Ill
DRA INAGE CANAL
PROPERTY LINE
— ----- --
SECTION OR 1/4 SECTION LINE
SCALE I -INCH - 30 FEET
��---N.S.L.R.W.C.D. CANAL No. 58--,_,
— - — - --- - — - — - — - --
- --` - -- - ---
- -- - -- - -- - — - — - — - — -
PROPOSED BUILDINGS
- -_.-- - -- - ----- - ---- - -_---- - ---- - ----- - ----- - ----- - -- - --- - ---- - ----- --�.,- --� - --
- ---- - --- - ----�- - -- - — - — - -- -
— - — - — - —
-
(122.0' RIGHT-OF-WAY) `
r.— q
PROPOSED CONCRETE
DRY SEASON W.C.E.-18.30 `
-'1
SIDEWALKS OR PADS
WET SEASON W.C.E.-16.80
�
- -�
PROPOSED COMPACTED SHELL
R7
J 1
, d
TRAVEL
PARKING 6 TRAVELAVEL AREA
PROPOSED ASPHALT PAVING
21.75
i -
PROPOSED ELEVATION
TOP OF
BANK
+V
'Q'
1�?
EXISTING ELEVATION
SEPTIC NK
DRAINAGE l
DIRECTION OF SLOPE
PERIMETER BERM
•eq TOP ELY 21.75 S61'S8'43"E 1207.79'
(WHERE REQUIRED) - - _ - _ - _
21.40 R 1'\ �_.—_—_ 21 .75
x +
o ' fT
-- ----- - a—h
_ -- - — - — - — - — - — - — / 2
w 22 0
R-35 C L DRY SWALE 20.35 1
WHEEL STOP (TYP) / �\ P4 I35 0 2200.a (\ 21'00
GS \ w A)
STORMWATER 9 SP • \ R �rn • _ PROPOSED 4-INCH POTABLE /
DETENTION '/ / •,, o WATER WELL 6 PUMP - 11
BOTTOM ELV - 2L50 / '� i \ - W/ 6. 10-FT CONC. SLAB . -- - i
i 22.00 22.00 1
SS
1p \ 22.2s} `_ s s s IS" 1 ELEVATIONSTAB!LD 2RA 50`�
22
�4
R-50' (TYP) -\ 22.35 \i ' 9 \ \0,0•.- OO 23.30 23.10 -40' b . - o• n SLAB
10
\ - P-55' \ 22.5 / `+_ . ° ° . ° r R BERM
t
.:z ' --�---- -----._�... 'Q� i 1 BASIN DIVIDE/ PFR PERIMETER E
24.50 _ PROP. STABQ�D N
22.70 2a_5o ,y, M_, _N - .GRASS PARKNG o 1 BEEEDETAILOSHEET 4 OF 5) /
o POLE BARN 115.00'
40 22: 70 — - O 24.80� (FUTURE)
't—
S \p, .. a :o FEE - 22.00
PROP. 8-FT _i WHEEL STOP (TYP) -�
CONC SIDEWALK �'«
\ya EXIST /
J
R-35' CONST. 40 LF OF
24.00 , • 0.00% W/ CONC
0 /ENDS - I NV - 21
/ 3 A
\ � 20
X \
C/L EXIST DRIVE -? `•a2�
\ EMST_1 S 'S
1 r D
\ P
a
\�V
\� \C/L EXIST DRIVE
/ \ —
\ EXIST 2;
/ N
d \
\ J m ` O
� O
\ \ \\FfEXI
ZONED - AG5
FUTURE LAND USE -AG5 �\\
pg7g \
DATE I BY I DESCRIPTION
DRAWING NAME: 0SC—GPD.GCD
DESIGN:
TFM —
CADD:
ZZ._—_—
DRAFT:
_ZZ __.
CHECK:
TF_M_----------
APPROVED:
J _i �7
DATE:
OCT 2 J 1996
--- ------
FLA. REG. * 44742 _
SEAL
McGOWAN & C01"TANY
ENGINEERING, INC.
CONSULTING CIVIL ENGINEERS
20055 NW 176TH AVE - PO BOX 2612
OKEECHOBEE. FL 3497 3 (941) 763-5377
CIRCLE H CITRUS
OFFICE / SHOP COMPLEX
ST. LUCIE COUNTY, FLORIDA
OFFICE AND SHOP
GRADING, PAVING, AND
DRAINAGE PLAN
PROJECT N0. SCALE
ISSUE DATE SHEET
25 OCT 96 c 3 OF 5
20.0
TOP OF STRIKTLRE
STANDARD RISER
1/4' ALUMINUM PLATE -- !
WELDED TO RISER r
I
24-IN CMP OUTFALL PIPE /
LCNTL B EVATION 7_1850
STABILIZ
PARKING
20.00 l
.,. I9�70 - TOP OFF
WT EIR TOP
DEBRIS BAFFLE - 1/2 �.
OF 36-IN CMP BOLTED
TO RISER FACE
NV. 0� P BLEEDER
IY_
INV ELV
CONST. BERM OVER PIPE
5-FT ON EITHER SIDE
2 1 _CIO
_.J
2
IB.00
BAFFLE BOTTOM
ELEVATION VIEW
68.0'
7.0'
-�I PERIMETER BERM
4
_ 68.0 LF OF 24-IN CMP • O.ON
N.INV - 17,00. S.INV - 17.00
WATER CONTROL STRUCTURE
24-IN CMP - STANDARD
RISER AND DEBRIS BAFFLE PROFILE VIEW
WATER CONTROL STRUCTURE #1 DETAIL
SCALE: NOT TO SCALE
STANDARD R16FR
68.0 LFIOF 24-IN CMP • 0.0%
N.INV - 17.00. S.INV - 17.00
SLOPE TO MATCH
PROP. GRADE ELV. 1
2% MAXIMUM 4
EXIST. T.O.B. CANAL No. 58
ELV-21.0 (MIN)
36'
_ 21.50�,, _
TOP OF STRUC-n W- 2,
_Oiff1R STOP
STANDARD RISER - 2V0
NV. OF
I/4' ALUMINUM PLATE
WELDED TO RISER I 1
1
24-IN CMP OUTFALL PIPE
12.0'
CONVEYANCE SWALE
..� 0
IT NNVV ELELV
21.10 l
TOP OF STRU��
ELEVATION VIEW
45.0'
2CR
STABILIZED
CR. OSS(
STANDARD RISER
45.0 LF10F 24-IN CMP • 0.0%
N.INV 16.50, S.INV - 16.50
4
2.0'
11
4--�
4
19.5
PERIMETER BERM/ o
-Y�
BASINDIVIDEr;
f
CONST.
SUMP 10-FT
- --- -
45.0 LF OF 24-IN
CMP
• O.Ox
EITHER
SIDE OF STRUCTURE
!�-' N.INV - 16.50,
S.INV
- 16.50
----
WATER CONTROL STRUCTURE
24-IN CMP - STANDARD
RISER AND DEBRIS BAFFLE
WATER CONTROL STRUCTURE
#2
DETAIL
SCALE: NOT TO SCALE
SURFACE WIDTH VARIES_(MIN.-135.O'/MAX.-280.O') 20.0' - TYPICAL (30.0' EAST SIDE ONLY)
- ----- ----- --------------
16.0' --1_ 8.0' --___- 13.0' _12.0'1 50'
C-
NATURAL GROUND
ELV-20.5-/-
�18,50
PERItTER BERM - N/E/S SIDES
SEE ETAIL THIS SHEET
NOTE: EXCAVATE AS REQUIRED FOR FILL (DEPTH BELOW CONTROL ELEVATION (10-FT-MIN / 15-F -MAX)
TYPICAL I__AKE CROSS SECTION
SCALE: N.T.S.
DESIGN: TFM
CADD: ZZ
DRAFT:
DATE EIY DESCRIPTION
I,*,- DRAWING NAME: DET-SHT4 GCD 1
APPROVED
OCI 2 8 1996
DATE: ------' - -
FLA. REG. r 44742
SEAL
'NRWL - 18.30
-17 -.O.D- NLWL - 16.80
CANTILEVER PIPE
3-FT BEYOND SLOPE
FINISHED GRADE 6
T.O.B. DRAINAGE DITCH
= N.W.L. - I8.50IB�Soo ...
CANTILEVER PIPE
3-FT BEYOND SLOPE
TOP OF BANK WIDTH
VARIES - SEE PLAN
- SEED. FERTILIZE 6 MULCH
21 50. ALL DISTURBED AREAS
�T), _ ,,...
_ BOTTOM WIDTH
`-VARIES - SEE PLAN
DRY DETENTION AREA DETAIL
SCALE: N.T.S.
VARIES (6.0'-_MIN / 12'-MAX) _
PROPOSED PERIMETER BERM
VARIES (2.0'-5.0') 2.0' VARIES (2.0'-5.0')
1 L_�-
\T\ � 4 4 -
NATURAL GROUND (ELV VARIES 20.4'-21.6')
PERIMETER BERM DETAIL.
SCALE: I- - I'
12.0'
PROPOSED PERIMETER SWALE
l�
. m
Ttri
I
FINISHED GRADE �4(KW (ELV VARIES 20.5'-22.0')
CONVEYANCE SWALE DETAIL
SCALE: 1' - 2'
B.....0 1 ne.�r.p sn ne.5 J I Cun 1. K. .O. n,s r m. elt
I
9 O O
I 7
,
pb. J' lmr+
I,W� 1 �
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6
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-
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SECTION
DIMENSIONS &
QUANTITIES
d
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CONCRETE
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CONCRETE MITERED
END
DETAIL
MCOWAN & COMPANY
ENGINEERING. INC.
CONSUL-TING CIVIL_ ENGINEERS
20055 NW 1r 6TH AVE - PO BOX 2612
OKEECHOBEE. FL 34973 (941) 763-537'?
CIRCLE H CITRUS
OFFICE / SHOP COMPLEX
ST. LUCIE COUNTY, FLORIDA
Nil �S TAG E 3T A G E 3 1 ORTFOM OF INISHEDUE GRADE
BACKFILL LAYERS NOT TO EXCEED
12' IN THICKNESS FROM 12'
ABOVE PIPE TO BOTTOM OF SUB
GRADE OR FINISHED GRADE LIMITS OF TRENCH
12" D 12• STAGE 2
STAGE (MAX) (MAX) '
SHAPE TO CONFORM TO BOTTOM ---.---I- BACKFILL LAYERS NOT TO EXCEED
THIRD OF PIPE AND COMPACT . . 6' IN THICKNESS TO 12' ABOVE
HAND PLACED SELECT MATERIAL - TOP OF PIPE AND KEPT LEVEL ON
BOTH SIDES OF PIPE
SIDES OF PIPE
PEAROCK FOUNDATION II _ � I
(WHERE NEEDED)
III=III=III=III=III UNDISTURBED EARTH
NOTES:
1. ALL BACKFILL SHALL BE CLEAN. FREELY DRAINING SAND. AND SHALL BE
COMPACTED TO 100% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE AS
DETERMINED BY AASHTO T-99.
2. WHERE TRENCH EXCAVATION EXCEEDS FIVE (5) FEET IN DEPTH, THE
CONTRACTOR SHALL CONDUCT TRENCHING AND BACKIFILL OPERATIONS IN
COMPLIANCE WITH OSHA STANDARD 29 CFR. SECTION 1926-650(P) AND
THE APPLICABLE PARAGRAPHS OF CHAPTER 90-96 F.S.
3. PIPE TRENCH NOT UNDER PAVEMENT WITH LESS THAN 10 FEET OF MATERIAL
OVER THE TOP OF THE PIPE SHALL HAVE ALL STAGES COMPACTED TO A
FIRMNESS APPROXIMATELY EQUAL TO THE UNDISTURBED SOIL ADJACENT TO
THE TRENCH. BUT NOT LESS THAN 90% OF MAXIMUM DENSITY AS DETERMINED
BY ASSHTO T-99.
4. PIPE TRENCH NOT UNDER PAYMENT. BUT HAVING 10 OR MORE FEET OF
MATERIAL OVER THE PIPE SHALL BE COMPACTED AS REQUIRED FOR PIPE
TRENCH UNDER PAVEMENT AS DETAILED ABOVE.
PIPE TRENCH DETAIL
SCALE: N.T.S.
CONCRETE SLAB
10.0'
4-INCH WELL
2-IN CHECK VALVE
PRESSURE GAUGE
1 4 r
O ` �✓
w _�
HOSE BIBB-��
1 112 HP PUMP -�
1 I 1\2-INCH PIPING (TYP)
y` 220 EQUIV. BLADDER TANK
I 1/2-IN P.E. PIPING
UNDERGROUND TO BUILDINGS
GATE VALVES (TYP)
CHECK VALVE
UNDERGROUND SERVICE LINE
FOR IRRIGATION
WELL PIPING SCHEMATIC:
SCALE: N.T.S.
EQUIPMENT LIST:
I. PUMP - THE WELL PUMP SHALL BE CAPABLE OF PROVIDING A MINIMUM
OF 22 GPM AT 95 FEET TDH AND 30-50 PSI PRESSURE SETTINGS.
THE PUMP SHALL BE A STA-RITE MODEL HMSF. 1 1/2 HP. SINGLE PHASE.
PUMP - PUMPING 1570 GPH (26 GPM) AT 15-FOOT SUCTION LIFT WITH
30-50 PSI PRESSURE SETTINGS. OR APPROVED EQUAL.
2. HYDROPNEUMATIC TANK - THE HYDROPNEUMATIC TANK SHALL BE A 220
GALLON BLADDER TANK WITH A MINIMUM DRAW -DOWN OF 22 GALLONS AT
30-50 PSI PRESSURE SETTINGS. THE BLADDER TANK SHALL BE A
CON -HIRE CA-220 WITH 26 GALLONS OF DRAWDOWN. OR APPROVED EQUAL.
3. DISCHARGE PIPING - THE DISCHARGE PIPING TO THE BUILDINGS
SHALL BE CLASS 160 (SDR 9) 1 112 INCH NOMINAL POLYETHYLENE (P.E.)
PIPING AWWA AND NSF APPROVED FOR POTABLE WATER LINES.
4. WELL - THE WELL SHALL BE CONSTRUCTED IN ACCORDANCE WITH
CHAPTER IOD-4. F.S.. THE WELL HEAD SHALL EXTEND A MINIMUM OF
EIGHTEEN (18) INCHES ABOVE NATURAL GRADE. OR TO A MINIMUM
ELEVATION OF 23.00 FEET NGVD.
5. WELL. HEAD - THE WELL HEAD SHALL BE CAPPED WITH A THREADED
TEE WHICH SHALL BE PLUGGED ON TOP. THE DISCHARGE SIDE OF THE
WELL HEAD BEYOND THE PUMP SHALL BE EQUIPPED WITH A CHECK VALVE.
PRESSURE GAUGE, AND NON -THREADED SAMPLE TAP (POINTED DOWNWARD AND
A MINIMUM OF 12-INCHES ABOVE THE WELL SLAB) PRIOR TO THE HYDRO -
PNEUMATIC TANK.
6. WELL SLAB - WELL. SLAB CONSTRUCTION SHALL CONSIST OF A MINIMUM
6 FOOT BY 10 FOOT BY 4 INCH CONCRETE SLAB. THE SLAB SHALL BE
SLOPED AWAY FROM THE WELL HEAD AT A MINIMUM OF A I% SLOPE IN ALL
DIRECTIONS. THE SLAB SHALL BE CONSTRUCTED WITH 6 BY 6 INCH 10/10
WELDED WIRE FABRIC REINFORCEMENT AND SHALL BE POURED WITH CONCRETE
HAVING A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI.
7. DISINFECTION - THE ENTIRE SYSTEM (INCLUDING THE WELL.) SHALL BE
DISINFECTED AND BATERIOLOGICALLY CLEARED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE ST. LUCIE COUNTY PUBLIC HEALTH UNIT.
8. ELECTRICAL - ALL ELECTRICAL WORK SHALL BE INSTALLED BY A
LICENSED ELECTRICIAN. ELECTRICAL CIRCUITS SHALL BF DESIGNED BY
OTHERS.
9. SUBSTITUTIONS - IF SUBSTITUTIONS ARE USED. THE CONTRACTOR
SHALL. BE SUBMIT A LIST OF SUBSTITUTIONS AND SPECIFICATIONS TO '�OV vv w
THE ENGINEER AND THE ST. LUCIE COUNTY PUBLIC HEALTH UNIT FOR
APPROVAL PRIOR TO INSTALLATION.
S# Ll1�I�CaU�ty
PROJEC:0-3§
N0. SCALE
DRAINAGE DETAILS, CROSS 96 - _ j" _ 10
°
SECTIONS AND NOTES
LSUE DATE_ SHEET
OCT 96 4 OF 5
G
PROPOSED 20.0' 620'
SHOP BULDING f.-------. - -.._
18.0' 26.0' 18.9
PROP, PARKING PROP. TRAVEL LANE PROP. PARKING
EE DETAIL RIGHT
--- - PROP. I -N TYPE 5-3 AC.S.C.
IL
��AA WHEEL STOP (TYP)
SEuv� (SEE DETAIL RIGHT)
PROP. 8-IN STABI SUBGRADE PROP. 6-N COMPACTED SHELLROCK
EBV - 75) COMPACTED TO 98% OF SURFACE COURSE (98% OF MAXI
MAXIMUM DENSITY PER T40 (TYP)
NOTF: I. REFER TO SPECIFICATIONS FOR COMPACTION REQUIREMENTS.
2. REFER TO PLANS FOR GRADING INFORMATION.
3. PAVEMENT STRIPING SHALL BE A 4-INCH SOLID WHITE LINE
TO START AT REAR FACE OF WHEEL STOP AND TO TERMINATE
AT 17.5-FEET FROM START (WHERE APPLICABLE)
ASPHALT PARKING LOT - TYPICAL_
SECTION A - A
SCALE: I- - 10' HORZ.
I- - 3' VERT
24.0'
120' 12.0'
PROP. TRAVEL LANE
PROP. TRAVEL LAPS
s'
- PROP. 2-N TYPE 5-3 A.C.S.C. -
(TWO LIFTS)
L
=N..►
12'
PROP.12-N STABUZED SUBGRADE -� \- PROP. 8-N COMPACTED SHEUROCK
FBV - 75) COMPACTED TO 98% OF SURFACE COURSE (98% OF MAX)
MAX" DENSITY PER T40 (TYP)
NOTE: I. REFER TO SPECIFICATIONS FOR COMPACTION REQUIREMENTS.
2. REFER TO PLANS FOR GRADING INFORMATION.
TRUCK ENTRANCE (ASPHALT) - TYPICAL
SECTION B - B
SCALE: I- - 5' HORZ.
I- - 2' VERT
24.,0'
I20'
PROP, TRAVEL LANE PROP. TRAVEL LANE
6'
PROP. I -N IYPE S-3 A.C.S.C. I2'
�- PROP 6-N COMPACTED SHELLROCK
PROP. 8-N STABLIZH.1 SUBGRADE SURFACE COURSE (98% OF MAX)
FBV - 75) COMPACTED TO 98% OF
MAXM.,M DENSITY PER TA80 (TYPI
NOTE: I. REFER TO SPECIFICATIONS FOR COMPACTION REQUIREMENTS.
2. REFFR TO PLANS FOR GRADING INFORMATION.
ENTRANCE ROAD (ASPHALT) - TYPICAL
SECTION C - C
SCALE: I' - 5' HORZ.
I- - 2' VERT
20.0'
12.0'
20' 6.06.0'
6.0'
2o" . 20'
�- PROP
�- PROP. PERMETER SWAI_F (TYP)
- F 2' CHAMFER (T YP)
•3 REBARS ALONG 6-IN 6-FT LONG CONC, WFffi STOP
ENTIRE LENGTH
0 0P 12'
15 z I&N LONG DOWN. INTO PAVING
FINISHED `F. � (TYPI 2' MIN.
GRADE COVER _
(2) s5 BY 18' REBAR
PER WHEELSTOP B 4.0'
O.C. WITH TOP
RECESSED 1/2'
CONCRETE WHEEL_ STOP DETAIL
SCALE: N.T.S.
CHAIN LINK FENCE LINE
18.0' _
PROPOSED PARKING STALL
FERTILIZE PROP. CONC. WHEEL STOP
.CH REMAINING---�- ... /- COMPACTED SHELL TRAVEL AREA
SED AREAS
12' STABILIZED SUBGRADE (F.B.V. - 50)
SOD OR TOPSOIL. SEED. AND
MULCH TO 1.5 - 2.0 INCHES
NOTE: I. REFER TO SPECIFICATIONS FOR COMPACTION REQUIREMENTS.
2. REFER TO PLANS FOR GRADING INFORMATION.
2. REFER TO WHEEL STOP DETAIL ABOVE FOR WHEEL STOP INFORMATION.
PROP. [2-IN STABLM SUBGRADE J \-- PROP. 8-N COMPACTED SITU -ROCK . -
RFBV - 75) COMPACTED TO 98% OF SURFACE COURSE (98% OF MAX)
MAX" DENSITY PER 1-I80 (TYP)
NOTE: 1. REFER TO SPECIFICATIONS FOR COMPACTION REQUIREMENTS.
2. REFER TO PLANS FOR GRADING INFORMATION.
PARKING AND TRAVEL AREA (SHELLROCK) - TYPICA_
SECTION D - D
SCALE: I• - 5' HORZ.
I- - 2' VERT
STABILIZED GRASS PARKING - TYPICAL
SECTION E - E
SCALE: I' - 5' HORZ.
I- - 3' VERT
If -
FINISHED GRAD'"
_WIDTH VARIES
in r1a IS-1=cFr
NOTES : 12_. _ ....
I. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI
2. CONCRETE SHALL HAVE •FIBFRMESH• FIBERS (OR APPROVED EQUAL) ADDED.
MISCELLANEOUS CONCRETE PAD DETAIL
SCALE: N.T.S.
WIDTH - 8-FEET 2.U'
SOD SEE PLAN SOD
SIGN - NO. FTP 25
BOTTOM OF SIGN TO BE
5.0' ABOVE GRADE
PARKING BV B
I-�
/ o
N
DISABLED
PONLY
/
SIDEWALK
ONLY
/Ir
% N0TFS
EXIST. CURB I. LOP PORTION DF FTP a
SMALL NAVE A REFLECTING
BLUE BACKGROUND MTN WHITE
REFLECTWE SUMO/ AND
BORDER
BUILT-UP CURB RAMP
x. BOTTOM POINTKW SNAIL NAVE
O A REFLECINIT WHITE BACK
---- 4' WHITE 3' D.C. GROUND WITH BLACK OPAQUE
LEGEND AND Rollout
J FTP ]E MAY BE FABRICATfO
ON ONE PANEL
A FTP xS 6 FOR USE WHERE
SPACE IS LIMITED
4' WHITE STRIPE s. FtP xe Is FOOL STANDARD
w
W
J� T
� m
_ 5 OR 8'_ __. 12.0
w '
PLANS <
mII �2•f
P <J
HANDICAPPED PARKING DETA! !-
SCALE : N.T.S. PAVEMENT SYMBOLS
PAVEMENT SYMBOL M HAMDIGAPPEO PAAKNO $PACES
SHALL BE a FT IN IIEILINT AND BLUE W COLOR
FDGE OF
EDGE OF PAVFMFNT PAVEMENT
\ E 24' 24' /( TYP )
y
fA M
6' MIN w z
KI - -- 12' MAX F
24' WHITE STOP BAR
I_ 1zr�nz JJ-
STOP S I GN OCAT I ON DETA I I_ l
SCALE: N.T.S.
4-IN CONCRETE SIDEWALK
BFRM (TYPI
SUBBASE COMPACTED PER SPECIFICATION
NOTES: 1. MAXIMUM INCLINED SLOPE OF NEW SIDEWALK SHALL BE 1:20
2. EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM
SPACING OF 100 L.F.. AND WHERE THE SIDEWALK ABUTTS
EXISTING STRUCTURES.
3. CONTROL JOINTS SHALL. BE CONSTRUCTED USING HAND TOOLS.
SPACING OF CONTROL JOINTS SHALL BE EQUAL TO THE WIDTH
OF THE SIDEWALK TO A MAXIMUM SPACING OF 10 FT.
4. HANDICAPPED ACCESS RAMPS SHALL BE CONSTRUCTED WHERE
CALLED FOR IN THE PLANS. SEE DETAIL THIS SHEET.
CONCRETE SIDEWALK DETAIL
SCALE: N.T.S.
DESIGN: TEM APPROVED:
CADD: ZZ
DRAFT: ZZ ._-___- DATE: __-___
CHECK: TFM _.-___ FLA. REG. a . 44742
%, 11SEAL
McGONAN & COMPANY
ENGINEERING, INC.
CONSULTING -CIVIL ENGINEERS
20055 NN 1-?6TH AVE - PO BOX 2612
OKEECHOBEE, EL_ 349'?3 (941) '?63-53F-F
SHEET FLOW
BALES OF STRAW
( STAKED DOWN
-- SINGLE ROW OF STRAW BALES TO BE PLACED
PRIOR TO THE START OF ROUGH GRADE
PLAN VIEW
2'X2' STAKES
1.5' TO 2'
IN GROUND
P7I:1a
SECURELY BOUND BALES
BAI E TIES REQUIRED FOR DURABILITY
ANCHORING BALES
TEMPORARY STRAW BALE
SEDIMENT BARRIER
SCALE: NOT TO SCALE
CIRCLE H CITRUS
OFFICE / SHOP COMPLEX
ST. LUCIE COUNTY, FLORIDA
MINIMUM CONSTRUCTION CHECKPOINTS
THE ENGI NEER OR HIT S REPRESENTATI VE SHALL BE NOTI FT ED
941 - 763 - 5377 FOR A PROGRESS I NSPECTI ON A MI NI MUM OF
24-HOURS PRIOR TO THE FOLLOM NG CONSTRUCTION MILESTONES:
1. ANY DEVIATION FROM THE APPROVED PLANS,
2. CONCRETE PLACEMENT, INCLUDING BUT NOT LIMITED TO,
CAST -IN -PLACE STRUCTURES, SIDEWALKS AND CURBING.
J. UPON COMPLETION OF BACKFI LL AND COMPACTION OF PIPE
TRENCH AND STRUCTURES.
4. UPON COMPLETION OF THE SUBGRADE.
5. UPON DELIVERY OF, AND PRIOR TO, THE PLACEMENT OF
THE BASE COURSE.
6. UPON COMPLETION OF THE BASE COURSE, AND PRIOR TO
THE APPLICATION OF THE PRIME COAT.
7. PRIOR TO, AND UPON COMPLETION OF, THE APPLICATION
OF THE ASPHALTIC CONCRETE SURFACE COURSE.
8. UPON COMPLETION OF CONSTRUCTION, FOR A FINAL
I NSPECTI ON W1 TH REPRESENTATIVES OF THE ENGINEER,
CONTRACTOR, OWNER, AND LOCAL UTILITY DEPARTMENT.
THE CONTRACTOR SHALL REFER TO THE SUPPLEMENTARY
CONDI TI ONS ACCOMPANY/ NG THESE CONSTRUCT/ ON PLANS FOR
FURTHER I NFORMATI ON REGARD/ NG THE OBSERVATI ON AND
I NSPECTI ON OF THE PROJECT WORK.
DEWATERING
CONSTRUCTION DEWATERING MAY REQUIRE A
SHORT OR LONG - TERM DEWATERING PERMIT FROM THE
SFWMD. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR OBTAINING A DEWATERING PERMIT FOR HIS WORK,
UTILITY L OCA TIONS
THE LOCATIONS OF UNDERGROUND UTI LI TIES SHOWN ARE
APPROXI MATE AND HAVE NOT BEEN I NDEPENDANTLY VERI FT ED.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
EXI STI NG UTI LI TI ES PRI OR TO THE COMMENCEMENT OF THE
WORK. THE VARIOUS UTI L TIES AND/OR AGENCIES KNOWN -0
BE POSSI BL Y AFFECTED BY THE WORK I NCL UDE, BUT ARE NOT
NECESSARI L Y L I MI TED TO, THE FOL L OM NG:
PORT ST. LUCI E UTLI TI ES:
MR. KEN JOHNSON (407) 871 - 5330
CI TY OF PORT ST. LUCI E, ENGI NEERI NG DEPARTMENT:
WALTER ENGLAND, P. E. (407) 871 - 5177
ST. LUCI £ COUNTY, ENGI NEERI NG DEPARTMENT:
MR. DON WEST, P. E. (407) 462 - 1707
FL ORI DA POWER & L I GHT:
FIRST CALL OF FLORIDA (800) 432 - 4770
SOUTHERN BELL OF FLORIDA:
FIRST CALL OF FLORIDA (800) 432 - 4770
ADEL PHI A CABLE:
FIRST CALL OF FLORIDA (800) 432 - 4770
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CH/ -I I N LINK FENCING DETAIL
SCALE: N.T.S. SC��iD
GRADING & PAVING
DETAILS, CROSS SECTIONS,
AND NOTES
PROJECT Nil. SCALE
96 - 036
iSSIJE DATE SHEET
25 OCT 96 5 OF 5