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LOCATION MAP
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
M 772-340-4990
" 772-462-2455
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
CONSTR
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CTION PLANS AND SPECIFICATIONS
NARY FLIGHTS INTERNATIONAL
RECREATIONAL VEHICLE PARK
ECTION 30, TOWNSHIP 34 S, RANGE 40 E
ST, LUCIE COUNTY, FLORIDA
PROJECT LOCATION
VICINITY MAP
LEGAL DESCRIPTION
THE SOUTH 200 FEET OF 'THE NORTH 245 FEET OF THE NORTH
1/2 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 114 OF
SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE
PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
LESS AND EXCEPTING ALL THE LAND DESCRIBED IN OFFICIAL
RECORDS BOOK 459, PAGE 2756, OF THE PUBLIC RECORDS OF
SAINT LUCIE COUNTY, FLORIDA.
LESS RIGHTS -OF -WAY FOR PUBLIC ROADS AND CANALS, IF ANY.
SAID PARCEL CONTAINS 5.2 ACRES, MORE OR LESS.
INDEX OF SHEETS
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1. COVER
2. PHASING PLAN
3. LAND CLEARING & DEMOLITION PLAN
4. LAND CLEARING & DEMOLITION DETAILS
5. STORMWATER POLLUTION PREVENTION PLAN
6. HORIZONTAL u; ONTROL PLAN
7. PAVING, GRADING, DRAINAGE PLAN
7A. PHASE 3 - COTTAGE GRADE ELEVATION PLAN
3. PAVING, GR -)ING, DRAINAGE PROFILES & DETAILS
9. UTILITY PLAN 1
10. UTILITY PLAN 2
11. GRINDER STATION / SLC UTILITY DETAILS /
GRAVITY SEWER PROFILE
12. SLC UTILITY DETAILS / GRAVITY SEWER PROFILE
13. FPUA UTILITY DETAILS
14. SIGNAGE & STRIPING PLAN
15. SPECIFICATIONS
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FILE' Copy
ALL ELEVATIONS SHOWN HERE
REFERENCE THE NORTH AMERICAN
VERTICAL DATUM NAVD88
SLC PROJECT
NUMBERS
MNSP 420175121
. , RIZ 1420175120
82270 �•,
27�LOR V:vyCh�\e�
r $IIO111YF� O PARKWAY
Sul 912041 I 1 \
PORT SAINT LUCIE, FL 34987
M 772-462-2455
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ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
'M 772-340-4990
n 772-462-2455
-Ti WwW.edc-inc.ccm
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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EX EDGE OF PAVENT
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O i' .. _ 18 70 (NAVO 88) +^ "0 l° t } + @
F .. m� ... .......... _.............._... .. ....__.� A `-+.___.__ 2q ^g �g (PRIVATE ROAD)
_ .._.,___ _ _ .�_.v_ _ _ _..�. _ ._ _ _- _ _._...�. _ _._..-- _. _ ______ -_. _ _..___ ,_ - ... _....... __...
7 t------------ -1-^�,_----
z '•.,,".' .- .+40 _ �_'_�/' ^g' gE. EX. EDGE OF PAVEMENT ^g1.
w U VACANT I Ex. No s — ------ —`---------------------- -------------- —---------9- ( 1
�. PCN: 1430-311-0007-000-8 .1 TREBSPASSING °° +
00 gyp' FUTURE LAND USE: MXD ISIGN ^ P yc z mf o tt 1
'i ZONING: IL - CO + +" g"ol ry' EX. FIRE HYDRANT
rTM`..*�... ,. +^ 'T. i i.. i .°.I ---ON PAD
LEGEND
®®
EXISTING METER
�—
PROPOSED SIGN
0
MITERED END SECTION
HANDICAP STALL
777,
t)
'1
EXISTING CONCRETE
2,
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED CONCRETE
433
TREE NUMBER
EX. OAK TREE TO BE
4
PRESERVED
EX. CABBAGE PALM TREE
TO BE PRESERVED
EX. PINE TREE TO BE
PRESERVED
EX. OAK TREE TO BE
REMOVED
EX. CABBAGE PALM TREE
TO BE REMOVED
EX, PINE TREE TO BE
REMOVED
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA
CALL TOLL FREE
1—800-432-4770
IT'S THE LAW!
SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC.
0 30
( IN FEET )
1 inch = 30 ft.
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
/
ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
M 772-340-4990
M 772-462-2455
www.edc-inc.com
F B P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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Y R. HARRISON, PaEW.
�2270FPJE OF �LIU
(- \�
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
Y3 772-462-2455
16-129 1
3 OF 15
LAND CLEARING DEBRIS DISPOSAL METHOD:
1.) DEBRIS WILL BE SORTED ON -SITE IN THE STOCKPILE AREA AND HAULED OFF -SITE FOR REMOVAL. NO BURNING WILL OCCUR ON -SITE.
2'
SOIL STABILIZATION METHOD:
1.) GEO-TECHNICAL EXPLANATIONS HAVE INDICATED THE ON -SITE SOILS ARE SUFFICIENT FOR USE IN ROAD/LOT CONSTRUCTION. ON -SITE SOILS WILL BE coNCRw sroP
PLACED AND COMPACTED USING VIBRATORY ROLLING MACHINES.
EROSION CONTROL DEVICES:
1.) CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING EROSION AND SEDIMENT CONTROL USING THE LATEST FLORIDA EROSION AND
SEDIMENT CONTROL MANUAL STANDARDS.
2.) EROSION CONTROL DEVICES SHALL BE POSITIONED AT LEAST 5 FEET FROM PRESERVE AREAS. 18, o;
3.) ALL EROSION CONTROL DEVICES AND PRESERVE BARRICADES TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT-OF-WAY, WETLANDS AND 16'
z WATERWAYS WILL 8E IN PLACE PRIOR TO THE PRE -CONSTRUCTION MEETING. CONTRACTOR TO HAVE COPIES OF PERMITS AND CONSTRUCTION PLANS WH E
ON THE SITE, IN THE PERMIT BOX, ITS LOCATION IS SHOW
N ON THIS PLAN.
o
r0 4.) ALL CONSTRUCTION BARRICADES, SILT FENCES, AND TURBIDITY BARRIERS WILL REMAIN IN PLACE AND BE MONITORED FOR COMPLIANCE BY THE PERMIT
HOLDER DURING THE PERMITTED DEVELOPMENT ACTIVITIES. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR
UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY.
7i 5.) FOLLOWING CERTIFICATION OF OCCUPANCY FOR THE DEVELOPMENT, ALL BARRICADES AND EROSION CONTROL DEVICES SHALL BE REMOVED AND
50 DISPOSED OF BY THE CONTRACTOR. 1
rx
DATUM NOTE: MI 4.
w 1.) ALL ELEVATIONS SHOWN ON THESE PLANS REFERENCE THE NORTH AMERICAN VERTICAL DATUM 1988 (NAND). A TYPICAL ACCEPTED CONVERSION TO
m NGVD FROM NAVD IS ==>NAVD = NGVD - 1.475'.
w CLEARING NOTE:
z 1.) LIMITS OF CLEARING TO INCLUDE ALL AREAS WITHIN BOUNDARY LINE AND UP TO THE SILT FENCE, AS SHOWN ON THE CLEARING AND DEMOLITION PLAN.
2.) ALL NON -PROTECTED EXISTING VEGETATION (EXOTICS) IS TO BE REMOVED, UNLESS OTHERWISE NOTED.
- SIGN C) FTP 20-06 FTP 21-06
CONCRETESTOP PARKNGV
DIMLED
PERM
ONLY
Flrve PARKING BY
u4o mAx
3 DISABLED
FTP 22-06 PERMIT
ONLY
3 >
325 MAX
FTJEFLECTIVE
22-06
_ WHITE NOTES:
60° 1. FTP 20-06: TOP PORTION SHALL HAVE BLUE
BACKGROUND WITH WHITE REFLECTISYMBOLAND SORTER. BOTTOM PORTION SHALL HE A REFLECTIVE
WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND
BORDER.
2. FTP 21-06: TOP PORTION SHALL HAVE REFLECTIVE BLUE
BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND
BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE
WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND
BORDER.
3. FTP 20.061S FOR USE INAREAS WHERE SPACE IS LIMITED.
4. FTP 22-06 IS SUPPLEMENTAL PANEL FOR THE FTP 2046
5' 12,
MEASURED FROM THE GROUND
.HEIGHTEWALKTE THEBOTTOMUR 5
MIN. MIN.
OR SIDEWALK TO THE BOTTOM OF 'PERMI
T ONLY" SIGN OR
B FEET TO THE BOTTOM OF "$250 FINE" SIGN.
HANDICAPPED SPACE DETAIL 6. REFER TO FOOT INDEX No. 17346 FOR PAVEMENT MARKING
DETAILS & FOOT INDEX No. 17355 SIGN DETAILS.
_L
z 3.) NO ADDITIONAL LAND CLEARING SHALL COMMENCE UNTIL A SATISFACTORY INSPECTION OF THE REQUIRED CONTROL STRUCTURES AND BARRICADES PAINTED STRIPE (TYP.) fOT
o HAS BEEN OBTAINED. I I
4.) A LAND CLEARING PERMIT MAY BE OBTAINED SUBSEQUENT TO THE SATISFACTORY INSPECTION OF THE CONTROL STRUCTURES AND BARRICADES. THIS
❑ PERMIT SHALL BE POSTED IN THE PERMIT BOX, ITS LOCATION SHOWN ON THE CLEARING AND DEMOLITION PLAN.
z5.) TREE PROTECTION BARRICADES ARE TO BE CONSTRUCTED PER ST. LUCIE COUNTY LAND DEVELOPMENT CODE CHAPTER 6.00.05.C.
o_
Qry~ GENERAL NOTES: CAR STOP
0 1.) PROPERTY CORNERS SHALL BE LOCATED BY A LICENSED LAND SURVEYOR AND CLEARLY MARKED IN THE FIELD PRIOR TO THE ENGINEERING (TYP.)
X
�11111 DEPARTMENT'S PRE -CONSTRUCTION MEETING FOR SITE DEVELOPMENT.
F
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3
OAK TREES I
x #
SIZE
(INCHES)
345
18
350
18
z 399
12
w 402
12
v 412
14
❑ 413 1 14
416 14
W 419
24
0 421
12
433
12
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30
461
36
_O
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36
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18
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12
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24
0 566
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42
} 1277
16
O 1279
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❑ 1280
12
0 1281
26
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30
z 1311
44
W 1319
60
ui 1344
14
U 1346
18
1346
18
LU 1360
40
1365
18
0 1369
36
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24
1364
12
1393
12
L3 1407
26
1409
24
1414
30
w 1415
18
a 1418
28
_ 1436
14
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18
= 1438
12
1439
42
U.1
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24
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12
1489
12
a 1493
12
z 80016
10
17 80022
16
w 23011
11
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6
❑ 23013
8
23014
6
w 2303.5
4
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8
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22
0 23019
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= 23021
6
x 23023
8
5123025
6
;DIT(") I I( INCHES)ICREDIT (")I I(INCHES) I CREDIT(") I ((INCHES) I CREDIT C
36
363
28
56
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12
24
346
26
52
36
368
22
44
565
14
28
369
24
48
24.
384
36
72
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20
40
371
24
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406
14
28
1270
14
28
374
24
48
28
411
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1340
12
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423
32
64
28
431
24
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524
18.
36
28
438
18
36
1343
18
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1286
16
32
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1287
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477
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1358
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28
1288
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490
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24
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1290
48
96
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11
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4
8
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3
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9
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120
1366
18
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13.94
26
52
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14
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14
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16
32
80
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12
24
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12
24
36
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14
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1500
12
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72
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14
28
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16
32
48
1408
12
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1410
24
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1416
14
28
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1417
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1447
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56
1449
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20'
40
36
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z
"1 1,165 2,330 859 1,718 31E3
oPINE 6 OAK TREES ARE MEASURED @ (DBH) 4}' ABOVE GRADE.
w
x
'ALMS PALMS TO
;SERVED BE REMOVED
30008 1 30001
? 30009 2 30003
3 30010 3 30005
1 30011 4 30006
5 30012 5 30007
5 30015 6 30013
7 30016 7 30014
3 30017 8 30018
3 30019 9 30026
) 30024 10 30027
L 30038 11 30028
? 30046 12 30029
3 30047 13 30030
1 30048 14 30031
5 30049 15 3QO32
5 30050 16 30033
7 30052 17 30034
3 30053 18 30035
) 30054 19 30036
30055 20 30037
1 30056 21 30057
2 30063 22 30058
3 30070 23 30059
4 30076 24 30060
5 30089 25 30061
6 30095 26 30062
7 30108 27 30064
5 80003 28 30065
9 80011 29 30066
0 80012 30 30067
1' 80013 31 30068
2 80031 32 30069
3 80032 33 30071
4 80033 34 30072
5 23002 35 30073
6 23003 36 30078
7 23016 37 30079
8 23022 38 30080
39 30086
40 30091
41 30092
42 30094
43 30097
44 30098
45 30099
46 30102
47 30103
48 30104
49 30107
50 30109
51 80020
52 60027
53 80028
NOTE:
ALL PAVEMENT MARKINGS PER FOOT
o INDEX #711-001 & SIGN DETAILS FOOT
INDEX #700-102 OF THE LATEST FDOT
DESIGN STANDARDS.
18,
1
TYPICAL 1 8r PARKING STALL "T
m
111 =,6
Edge Of Detectable :9 2" ,3 " Dome Pattern Shall Be
Warning "'1 In Line With Direction
Of Travel
V1 _14 b 61 O Truncated Dome 09 Integral 02.
-0 O O��(SeeDetaif) Dome
--- --O O O O -T-
7NONCATED DONE
O O O O
PLAN NEW
All Sidewalk Curb Ramps shall have Detectable Warning Surfaces that
extend the full width of the ramp and in the direction of travel 24" (610mm)
from the Back Of Curb & should be "cured in place" type not "screwdown".
NOTES:
REFER TO FOOT INDEX 304 FOR FURTHER DETAILS
CURB RAMP DETECTABLE
WARNING
DETAILS FOR STRIPING PLAN
TREE COUNT.(7TIGATION)
63G 616 1,232 38 53
2,330 + 636 = 2,966 (TO BE PRESERVED)
PALMS ARE 10' (CT) 1,718 +. 1,232 = �2,950 (TO BE REMOVED)
CLEAR TRUNK. t1p MITIGATI®N (CREDITS)
48" HIGH DENSITY
ORANGE
POLYETHELENE�,�%v
II �a
SAFETY FENCE
WIRE OR ZIP 0 po
TIES TO SECURE ctij\K
SAFETY FENCE
TO POST
n/l L7I I
CROWN DRIP LINE OR
OTHER LIMIT OF TREE
PROTECTION AREA.
4v
%`-6S 7Lo
II \ tip:,
72" T-POST
DRIVEN 20" MIN.
BELOW GRADE
EXISTING
---�I�------------------------ �__� ---_-------
NOTES:
1. . PRUNING
Y APPROVED ARBORIST.
-2. • EQUIPMENT SHALL OPERATE
INSTALLATIONPROTECTIVE FENCING INCLUDING DURING
FENCE . REMOVAL.
3. MAINTAIN EXISTING GRADE WITH THE TREE
PROTECTION FENCE UNLESSOTHERWISE
INDICATED ON
DENSITY ORANGE
-LENE SAFETY FENCE
72' T-POST DRIVEN
BELOW GRADE
ZIP TIES TO SECURE
-ENCE TO POST
GRADE
'Safety Fence, 72" T-Posts
LEGEND
SAF12
48'
ORANGE
FENCE,
12
FEET
O.C.
SAF11
48'
ORANGE
FENCE,
11
FEET
D.C..SAF10
48-
ORANGE
FENCE,
10
FEET
O.C.
SAF9
48'
ORANGE
FENCE,
9
FEET
O.C.
SAF8
48'
ORANGE
FENCE,
8
FEET
O,C„
SAF7
48'
ORANGE
FENCE,
7
FEET
O.C.
SAFE
48'
ORANGE
FENCE,
6
FEET
O.C.
Sensitive Area/Tree Protection www.eroslonrunner.com
1. ALL SENSITIVE AREAS SHALL BE PROTECTED AS PER PLAN.
2, ALL TREES IN THE CONSTRUCTION AREA NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE
PRESERVED AND PROTECTED WITH HIGH VISIBILITY FENCE AS PER PLAN,
3. WHEN PRACTICABLE, INSTALL HIGH VISIBILITY 3 FEET OUTSIDE OF THE DRIP LINE OF THE TREE.
4. SAFETY FENCE SHOULD BE FASTENED SECURELY TO THE T-POSTS.
5, THE FENCING MUST REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION/ ANY CHANGE OF THE
PROTECTIVE FENCING MUST BE APPROVED.
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
,r
\
ENGINEERS O SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
1T 772-340-4990
9 772-462-2455
''0 www.edo-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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HRISON, P*
' f7pTE OF %41
.;
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
YY 772-462-2455
i
1 1 -1 2
" OF 15
GENERAL NOTES EROSION CONTROL
2.C.3 STATE AND LOCAL REGU
ATIONS (WASTE, SANITARY, AND SEPTIC)
THE CONTRACTOR IS SO
ELY RESPONSIBLE FORM DOCUMENTING THIS PORTION OF THE SWPPP.
1.0 SITE DESCRIPTION
2.D STATE AND LOCAL PLAN
IPA NATURE OF CONSTRUCTION ACTIVITIES
THIS PROJECT QUALIFI
S FOR A "INDIVIDUAL PERMIT" FROM THE SOUTH FLORIDA
WATER MANAGEMENT DIS
RICT (SFWMD).
THIS PROJECT WIL BE CONSTRUCTED IN THREE PHASES. CONSISTING OF 6 COTTAGES,
l ACCESSORY GARAGE, A CLUB HOUSE, AND 12 RV PADS. BUILDINGS TOTALING 13,514 SQ. FT.
3. MAINTENANCE
AND 74,000 SQ. FT. OF PAVEMENT, CONCRETE, & PAVERS ON 5.204 ACRES WITHIN ST. LUCIE
COUNTY, FLORIDA.
ITEM
MAINTENANCE POSED REPLACEMENT INTERVAL
1.B SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES
SILT FENCE IN ACCORDANCE
WITH THE FLORIDA EROSION 6 MONTHS
AND SED
MENT CONTROL MANUAL AND FOOT
THE FOLLOWING SEQUENCE OF MAJOR ACTIVITIES SHALL BE FOLLOWED UNLESS THE CONTRACTOR
STANDARD
SPECIFICATIONS FOR ROAD AND
CAN PROPOSE AN ALTERNATIVE THAT IS EQUAL OR EXCEEDS THE EROSION AND SEDIMENT CONTROL
BRIDGE
CONSTRUCTION SECTION 104.
PRACTICES DESCRIBED IN THIS DOCUMENT, AND IS APPROVED BY THE ENGINEER. THE DETAILED
SEQUENCE FOR THE ENTIRE PROJECT CAN VARY SIGNIFICANTLY FROM CONTRACTOR TO CONTRACTOR.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A DETAILED SEQUENCE OF CONSTRUCTION FOR
PONDS REMOVE
EDIMENT WHEN IT BECOMES
ALL CONSTRUCTION ACTIVITIES.
0.15M (5")
DEEP.
1. PLACEMENT OF ALL EROSION CONTROL DEVICES.
SYNTHETIC
BALES REMOVE S
DIMENT WHEN IT REACHES 3 MONTHS
2. CLEARING AND GRUBBING, EARTHWORK AND EXCAVATION OF PONDS.
3. STORM SEWER CONSTRUCTION; ALL STORM SEWER SHALL BE CONSTRUCTED IN THE UPSTREAM
1/2 HEIG
T OF BALES.
DIRECTION.
4. EARTHWORK ASSOCIATED WITH ROADWAY, CURB, SUBGRADE, BASE AND PAVEMENT.
THE CONTRACTOR SHALL
MAINTAIN RAIN GAUGES ON -SITE AND RECORD DAILY RAINFALL. THE
5. FINAL SEED AND MULCH AND OR SODDING OF THE UNPAVED PROJECT AREA AS. CALLED FOR IN
CONTRACTOR IS ALSO RPSPONSIBLE
FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE
PLANS.
SECTION 104 EROSION
ONTROL PLAN.
1.0 AREA ESTIMATES
4. INSPECTION
TOTAL SITE AREA: 5.204 ACRES
QUALIFIED PERSONNEL
HALL INSPECT FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN
TOTAL AREA TO BE DISTURBED: 5.204 ACRES
CALENDAR DAYS AND WI
HIN 24 HOURS OF THE END OF A STORM THAT IS0.50 INCHES OR
HOURS OF
GREATER. WHERE SITE
HAVE BEEN FINALLY STABILIZED, INSPECTIONS SHALL BE CONDUCTED
1.D RUNOFF DATA
AT LEAST ONCE EVERY
AONTH.
RUNOFF. COEFFICIENTS: BEFORE: 0.30
POINTS OF DISCHARGE
FO WATERS IN THE UNITED STATES.
DURING: 0.30-0.81
POINTS OF DISCHARGE
ro MUNICIPAL SEPARATE STORM .SYSTEMS.
AFTER: 0.81
DISTURBED AREAS OF THE
SITE THAT HAVE NOT BEEN FINALLY STABILIZED.
AREAS USED FOR STORA3E
OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.
SOILS DATA:
STRUCTURAL CONTROLS.
THE SOILS ARE SILTY FINE SAND TO CLEAN SANDS. THE SMALL SAND PARTICLE SIZE WILL
STORMWATER MANAGEMENr
SYSTEMS.
MAKE THE POTENTIAL FOR EROSION HIGH.
LOCATIONS WHERE VEHICLES
ENTER OR EXIT THE SITE.
DRAINAGE AREAS FOR EACH OUTFALL:
5. NON-STORMNATER DISC
GES
THE CONTRACTOR IS RE
1.E SITE MAP
UIRED TO .SUBMIT A.DEWATERING .PLAN TO SFWMD FOR :APPROVAL PRIOR
THE CONSTRUCTION PLANS WILL SUBSTITUTE AS SITE MAPS. LOCATIONS OF THE REQUIRED
TO COMMENCEMENT OF ANY
CONSTRUCTION ACTIVITIES THAT REQUIRE DEWATERING. THIS PLAN
INFORMATION ARE DESCRIBED BELOW.
SHALL INCLUDE ANY STOCKPILE
AREAS AND EXCAVATION AREAS. SEE SFWMD RULE 40 D-2
CONSUMPTIVE USE OF WATER,RULE
40 D-3 REGULATION WELLS SPECIFYING REQUIREMENTS FOR
DRAINAGE PATTERNS:
DEWATERING AND ERP APPLICATION
SECTION E, SUBSECTION D CONSTRUCTION SCHEDULE AND
THE DRAINAGE FLOW DIRECTIONS ARE SHOWN ON THE PAVING AND DRAINAGE PLAN.
TECHNIQUES.
APPROXIMATE SLOPES:
THE CONTRACTOR IS RESPONSIBLE
FOR DOCUMENTING THIS PORTION OF THE SWPPP. IF
THE SLOPES OF THE SITE CAN BE SEEN ON THE PAVING AND DRAINAGE PLAN AND CROSS
CONTAMINATED SOIL OR
GROUNDWATER IS ENCOUNTERED, CONTACT THE DISTRICT HAZARDOUS
SECTIONS.
MATERIALS COORDINAT
AREAS OF SOIL DISTURBANCE:
6. RESPONSIBLE ENTITIES
THE AREAS TO BE DISTURBED ARE INDICATED ON THE PLAN. ANY AREAS WHERE PERMANENT
FEATURES ARE SHOWN TO BE CONSTRUCTED ABOVE OR BELOW GROUND WILL BE DISTURBED.
THIS SWPPP MUST CLEARLY
IDENTIFY, FOR EACH 'MEASURE IDENTIFIED WITHIN THE SWPPP, THE
CONTRACTOR(S) OR SU
CONTRACTOR(S) THAT WILL IMPLEMENT EACH MEASURE. ALL
AREAS NOT TO BE DISTURBED:
TO SAY THAT ALL AREAS OF THE PROJECT
CONTRACTOR(S) AND S
BCONTRACTOR(S) THAT WILL BE RESPONSIBLE FOR THE IMPLEMENTATION
FOR THE PURPOSE OF THIS PLAN, IT IS REASONABLE
AND MAINTENANCE OF THE
MEASURES IDENTIFIED IN THE SWPPP MUST SIGN THE FOLLOWING
WILL BE DISTURBED DURING SOME PHASE OF CONSTRUCTION.
CERTIFICATION:
LOCATIONS OF CONTROLS:
THE EROSION CONTROL DEVICES AND LOCATIONS ARE SHOWN ON THE PAVING AND DRAINAGE PLAN.
"I CERTIFY UNDER PENALTY
OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS
AND CONDITIONS OF TEE
STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM
LARGE AND SMALL CONSTRUCTION
ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION
AREAS TO BE STABILIZED:
OWN ON THE PLANS IF APPLICABLE
PLAN PREPARED THERE
UNDER."
TEMPORARY STABILIZATION PRACTICES ARE ALSO SH r
AREAS OF PERMANENT STABILIZATION ARE SHOWN ON THE PAVING AND DRAINAGE PLAN.
SURFACE WATER:
SURFACE WATER DISCHARGE IS SHOWN ON THE PAVING AND DRAINAGE PLAN. THE SURFACE WATER
OF THE PROJECT WILL DISCHARGE TO THE DRY DETENTION AREA TO THE WEST SIDE OF THE
PROPERTY. NAME AND TITLE COMPANY NAME, ADDRESS, RESPONSIBLE ITEMS DATE
1.F RECEIVING WATERS AND PHONE NUMBER
THE SURFACE WATERS OF THE PROJECT DISCHARGE DIRECTLY INTO THE F.P.F.D.D. CANAL No. 25
ON THE NORTH SIDE OF THE PROPERTY.
2.0 CONTROLS
2.A EROSION AND SEDIMENT CONTROLS
THE FOLLOWING DEFINES GENERAL QUANTITIES FOR THE SEQUENCE OF CONSTRUCTION AND THE USE
OF STABILIZATION AND STRUCTURAL PRACTICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR
DOCUMENTING THIS PORTION OF THE SWPPP. THE CONSTRUCTION OF THIS PROJECT IS EXPECTED
TO LAST SIX MONTHS..
INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ALL COMMON AREAS WHERE CONSTRUCTION
VEHICLES WILL BE ENTERING AND EXITING THE CONSTRUCTION SITE.
THE DRIVEWAYS SHALL BE CONSTRUCTED USING A SOIL TRACKING PREVENTION DEVICE
(SEE DETAIL) IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL AND 'vinyl Sheathed BAN Steel Cable
(BBW Lbs. Breaking Strength) With
FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104. Gahantzed Conneafare, frool Free DLSconneoN
Slotted PVC Connector Pipe
(Metal Collar Reinforcedl Clnad Cell Salta Plosilo Foam
INSTALL SILT FENCES, TYPE III, AROUND ALL DITCH BOTTOM .INLETS ON THE PROJECT, AND THE see Fon fB"Ora. Egan,) (n lbs.
Per Ft, Baayahoyl
closed Cell Solid Plastic Foam
F/otothan 0 Dho EWllv,1 (12 Los.
Per Ff. Buoyancy)
FILTER FABRIC TO EXTEND 8"
MIN. FROM GRATE SIDES
TTreVie\I111111.1 S=4MH.:YI
FILTER FABRIC TO EXTEND Be
MIN. FROM GRATE SIDES
PREDOMINATE FLOW_..,.,
3
------------------
' FILTER FABRIC TO
CONTINUE UNDER
ENTIRE GRATE.
:n P,
U
PICTIONAL VIEW
GENERAL NOTES
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.
POST (OPTIONS: 2" X 4" OR
N" MIN. DIA. WOOD; STEEL
1.33 LBS/FT. MIN.) -
r
ELEVATION
HEAVY DUTY
REINFORCING
DOUBLE STITCHED HEM
r- DRAW CORD A
YPROPYLENE
R FABRIC
STAKES
42"
RECOMMENDED TOE -IN
NOTES:
1. SILT FENCE SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS PRIOR TO THE START
OF CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE.
2. THE CONTRACTOR SHALL INSPECT AND REPAIR THE SILT FENCE AFTER EACH RAIN EVENT AND
REMOVE SEDIMENT WHEN NECESSARY.
3. REMOVED SEDIMENT SHALL BE DEPOSITED IN AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT
OFFSITE AND CAN BE PERMANENTLY STABILIZED.
4. THE SILT FENCE SHALL BE PLACED ON
SLOPE CONTOUR TO MAXIMIZE ITS PONDING EFFICIENCY,
SILT FENCE DETAIL
OPTIONAL POST POSITIONS -
FILTER FABRIC (IN
CONFORMANCE WITH
SEC. 985 FDOT SPEC.)
I
/
PRINCIPLE POST POSITION
(CANTED 20- TOWARD FLOW)
---- FILTER FABRIC
SILT FLOW
SECTION
NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STACKED SILT FENCE (LF).
FILTER FABRIC DETAIL
PROJECT PERIMETER. FILTER CLOTH UNDER THE GRATES ON CATCH BASINS. MAY BE USED IN LIEU
OF A SILT FENCE. L
JRINSTALL STAKEDTURBIDITY BARRIERS. AT THE LOCATIONS AS INDICATED IN THE PAVING AND / bApproach LengthCl8 Oz. Ny/w Refnfo cad a `IB 0" Nylon IGG forcedDRAINAGE PLAN (DISCHARGE POINTS). PVC Fabric (300 psi rest)°Ga/vaNzed CMIn a'c Fatrm fxu ps1Stress Plate Tesi) W/M Laafrg Grommetsl
2.A.1 STABILIZED PRACTICES
ENT
TYPE
•5' Sta. (Single el w Depths 5' or Less):
If Di re Pan F p
c
(AddIReach oola
Os •ai
TEMPORARY:
Totd.
the O 10 Feet.
m Up To Depths
Curtain To Bottom Op
SEED AND MULCH, AND SOD IN ACCORDANCE WITH SPECIFICATION SECTION 109.
is To r t
Pones To Be or Depths Greater Than
or
rwav Used p
/D Feet unless Special Depth Calledr
Curtains VThe
Engineer.
For In The Plans or As 0eterminad By The Erglnaer.
mhoed
PERMANENT :
E IN PORTIONS
ALL STABILIZATION PRACTICES SHALL BE INITIATED AS SOON AS PRACTICABLE
AL NOT S
GENERAL E
NO /Cf
NOTICE, TO RY TYPES 7 AND II MAY BE MEN SIMILAR OR IDENTICAL
PROPRIETARY
DE INFRINGEMENT ON THE PROPRE
TO PROPRIETARY SONS, ANY /NFR
OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED,
I. Floating turbidity barriers are to be paid for under Me
RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF
BUT IN NO CASE MORE THAN 7 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF
contract unit price for Floating Turbidity Barrier, LF.
THE OVER. STHE ENGINEEIDNSR FOR TYPES I ANDII SHALL BE AS
APPROVED BY THE ENGINEER.
THE SITE HAS TEMPORARILY CEASED. THE CONTRACTOR IS ALSO RESPONSIBLE FOR
2. Staked turbidity are ty paid for under Me
tract F •��
,�, r BARIMM
DOCUMENTING THIS PORTION OF THE SWPPP.
a
unit price far Staked Turbidity Barrier, !F.
/-��
2.A,.2 STRUCTURAL PRACTICES
TEMPORARY:
Max_
SILT FENCE IN ACCORDANCE WITH THE FLORIDA EROSION AND SEDIMENT CONTROL MANUAL AND
�S
FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104.
STAKED TURBIDITY BARRIER (SEE DETAIL) IN ACCORDANCE WITH THE FLORIDA EROSION AND
v'
SEDIMENT CONTROL MANUAL AND FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
A
CONSTRUCTION SECTION 104.
n
Proposed Toe of Slope to
SOIL TRACKING PREVENTION DEVICE (SEE DETAIL)IN ACCORDANCE WITH THE FLORIDA EROSION
i _
CONTROL MANUAL AND FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
J� i
l
TYPE I
2' x 4'Or
Waodi Steel
fin.)
Pan Reinforced
•Ic (300 PSI Test)
AND SEDIM
CONSTRUCTION SECTION 104. !( Existing t� STA= flA BAR
WITH .�J
Causew
ay
\
IN ACCORDANCE I
TED (SEE DETAIL J
ENTRANCE TO BE CONST
RUCTED S DETAIL)
IN ENTRA
A STABILIZED C
AND FDOT STANDARD SP
ECIFICATIONS _ _
NT CONTROL MANUA
L A
EROSION AND SEDIMENT ND
THE FLORIDA E 0 -„_-- LEGS
FOR ROAD AND BRIDGE CONSTRUCTION SECTION 104. Shore Line N
�.� Pile Locations
Dredge Or Fill Area
HALL BE IN PLACE PRIOR TO ANY SOIL DISTURBING ACTIVITY dg
ALL SEDIMENT CONTROLS S \ a pd �l
UPSTREAM OF THE CONTROL. - 79giatl •+' -u Notating Buoy w�Ancnor
('Typical Share Line Limits Of Cant. -4 Anchor
2.B STORMWATER. MANAGEMENT
• • I • • Shore Line Barrier Mavemenf Due
j;i �...... Limps Of Cont. O To Current %tian
STORMWATER WILL BE CONVEYED IN STORM SEWER SYSTEM, CROSS DETAILS, AND SWALES TO ��� curtain
STORMWATER RETENTION/DETENTION PONDS. 7w Structure A lgnment Turbldlly
2.0 OTHER CONTROLS earners
NOTE,
or stake types far flawing streams and tidal creeks may it either Floating,
nd,
or slaked types w any combinations of types slat will suit site condlNons and
2 . C. 1 .WASTE DISPOSAL NOTES, meet erosion contra/ and water quality requirements. The harrier typefs) will
I. Turbidity barriers are to be used In ail permanent badl of water be of the Contractors option unless otnrw/se spectfled to the plans, however
regardless of water depth. payment will be under the pay Item(s) established in the plans for Floating
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. 2, Number and spading of anchors dependent an current ve cities. Turbidity Barrier add/or Staked Turbidity Barrier. Posts In stoked turbidity
3. Deployment of baffler around pile locations new vary to fe barriers to be Installed In vertical position unless otherwise directed by the Engineer.
construction operation.
2 . C.2 OFF -SITE VEHICLE TRACKING 4. Navigation may require segmenting barrier during consi fa, operations.
5. For additional information see Veciron 104 of the Stan Speclflcations.
THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. flll1Y BAIilR AIPLM,A7` TURBIDITY BARRIERS
A
50' Std.
a
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co
Piz
g � N
O
a
3
3
o z;3
~ O
ti
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Slope To Orain
Swale L>P ^
Sediment Pit /1
Approach Length
As Required
Filler Fabric
' Min.. Type D-I, Index No. 199
TRANSITION DETAIL
c
s
N /5' Or 30'
Aggregate
/:4�lope To Drain I n nirn �n.
Construct Paved Turnout
(Index No 5151. May. Be'
Deleted If Approved
B Engineer.
The
Y
Berm
0
y
W
0
y
w
Existing RoPP
Edge Of Pavemenl
GENERAL NOTE5
1. A $tar/ Treating Prevention Device ( STPD I shall be constructed of
locations designated by the engineer for points or egress from
unstabrllzed areas of the project to public roads where offsrte (racking
of mud could orour, Traffic from unstabibzed areas of the construction IE
project shall be dhoemed into o STPD. Barriers, flagging, or other
pasffNe means stall be used as required to limit one direct vehicular
egress across the STPD,
2. The Cpnfroclor nay sediment. propose an alternative technique to minimize
offsrte tracking kin o dim nt. The alternative most be reviewed and avProved by the Engineer prior to its use:
J. All materials spilled, dropped, or tracked onto public roads
I Including the STP to and construction mud I shall be removed r D tly ego
flatly, or more frequently if so directed by the Elpineer.
4. A re ones shall in eat on 901 excludin 901-2.3. ¢ as described S 9g 9 9
e
A tt I s s I/ If Yh tire to not available the next
e o e ha be FOOT size 1.
qu 9
available smaller size aggregatece may be inaggrufetl With the koffVthe the
Engineer. Sizes containlnq excessive snwll oggregafe will list off the project
antl are unsui fable,
5. The sediment pit should provide a retention volume or .3W0 cubic
feet/care of surface area draining to the pit
When the STPD Is Isolated from other archaic areas, the following
,It Volumes will satisfy this requirement,
15'x 50'=)W It' 30'i 50'•200 if'
As an option to the sediment pit, the width of the swale bottom con
be increased to obtain the volume. When the sediment pit or swore
volume has been reduced to one fait, It shall be cleaned. When a swale
is used, My bales or slit fence shall be placed along the alone IengM..
6. The axone ditch draining the STPD shall have a 0.2% minimum and
a We maxhixhe grade along the STPD and to the sediment pit.
7. Mitered and sections are nor required when the sidedrare
pipe satisfies the clear zone requirements.
8. The STPD shall be maintained In a Condition that will allow It
to rinse is function. eni T prevent affairs tracking, d STPD snail
be rinsed (daily When in use le move accumulated mud tloading t th
the shone Additional stabilization of the vehicular torte leading b the IL
_
A .
•
(
Hay Boles (�
III M
-
Pit Volume Is
Below The Inlet Elevation Or
Nay Bales The Oullal Elevation.
Whichever /5 Lower.
STPD may be required 10 limit the mad tracked.
9, A STPD shelf be paid for under the context unit price for Solt Tracking
Prevention DEves, EA. The unit price.. shall constitute full amensessuen
or en Iructlon l replacement f materials,removal, and
r c s maintenance, re laceme o
p
9
ra exo titan of Ihr, utilized for the STPD Including Out of I fired
fo excavation. uP.groping,Paytemporary pine igas Including MEe col en reported m illicit
fabric, oggragaie, paved formal including asphalt antl base construction 1.
ditch mrbrl mbon, approach loafs stabncuet on sediment re ov l and disposal,
water, flaring oho clean ng pr the STPD and cleaning of panne toads,
grassing and sec. Hay tales shall be paid Poi mpar the contract unit price
Poi Hoy or Straw Baled, EA, SHI fence shall be paid for under the contrxf
YA
SECTION B -B
unrf price for Staked Silt Fence, LT'.
g
Cover Per 5'
Aggregate 1.
Index No. E05
10. The reclu l size of a standard STPD IT 15 x 50 unless
nihal"ise shown haPoe plans If the volume of offering and exile,
veb2ues warrant,0 30'w,dlh STPD r,,, be used if approved by the
Fmo,asr. When a double width (JO) 57 PD IS used the pay quantity
shell be 2 for each location,
iv
I
Filter Fabric
I.
SLC PROJECT
.Compacted Backfill Existing Or Temporary
� FliterFabric -- 7 SidedroinPipe SOIL TRACKING PREVENTION NUMBERS
RURAL CONNECTION DEVICE
MNSP 420/75121
To He Slabilrred As Required DETAIL D�ly Ili E TYPE 'A '
SECTION a a Based On Flaw And Trade. RZ 420175120
1
,t
ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
2E 772-3404990
2E 772-462-2455
I www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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PORT SAINT LUCIE, FL 34987
MP 772-462 2455
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( IN FEET )
1 inch = 30 ft.
W
EX. WATER EL. =14.15
J
EX. TOE OF SLOPE _____- _5
S.L.C. CANAL No. 25
--------------------------------------------------------------------------
- TOP - BANK �90 r I V Y Y)
R18'
R18'
ALIGNMENT
LINE
DATA
LINE #
LENGTH
BEARING
L1
247.93'
N890 51' 51'
WAREHOUSE
PCN: 1430-311 0006-000-1
' L2
570.45'
N890 51' 51"W
FUTURE LAND USE: MXD
ZONING: IL
L3
90.77'
N890 51' 51"W
L4
99.29'
SO ° 08' 09"W
STA:11+29.:
OFF:204.20'
STA:11+32.75
OFF:216.65'
DRY RETENTION AREA
28,824 S.F.(0.662 AC)12.7°/
MIN. T/BERM EL. 19.6
BOTTOM EL. 15.5
SUMP EL. 14.5
CONTROL EL. 14,50
BLEEDER EL. 17.61
+75.75
1+96.20
_
- -
---------------------------------------------------------------------------------------
- _ - s a _STA:9+21.53
- - _ -
s
------------------
IL
11
STAd0+98.74 STA:8+63.89 STA:g+51.54 STA:6+78.07 STA:6+43.99' $TA:8+31.66
OFF:61.09 OFF:57.00' OFF:57.00' OFF:57.00' OFF:40.71' OFF:57.00' OFF:57.00'
.STA5
OFF:
10' LANDSCAPE BUFFER
S82° 2=E
233.76,
R18' STA:9+33.88 STA:8+80.37 J STA:8+10.38 STA:7+49.22 STA:7+13.22 STA :5+90.49
OFF:57.00' OFF:57.00' OFF:57.00' OFF:57.00' OFF:57.0 AP7+13.22 OFF:57.00'
OFF:38.00'
STA:6+84.07
PHASE 3 STA :37.0 7
STA:10+91.67 ( ) STA:8+80.37 OFF:37.02'
COTTAGE OFF:30.83' PHASES STn:7+13.22 OFF:37.Oi COTTAGE
OFF:38.33' ( ) (PHASE 2)(PHASE 3) IL
sTA:lo+sts7 W.A
6 STA:8+51.54 COTTAGE ACCESSORY
OF STA 6+31.66
O STA:9+33.870FF:30.83' SITE 5 STA:7+4g.22 GARAGE OFF.3084' - SITE 4
OFF:36.47' 5 OF7+49. 0' F
STA:10+00.44 OFF:3p.83' STA.6+7207' OFF 22.00'OFF:12.00' STA:9+21.54 -STA:8+63.88 STA:8+10.38 STA:6+84,07 STA:6+43.99 STA5+
R18' STA:9+75.51 STA:7+19.22 STA:6+g5.82sA OFF:30.83'OFF.30.83' OFF:30.83' OFF.22.00' OFF:30.83 OFFOFF:12.00' SA OFF:13.00' SA OFF:1300'
STA:11+00.43 Mn 19 sA STA.8+65.71 sA wx: 1 7+15 Mll: 14 STA:6+0128MS: 14M8: 14 STA:8+21.16 STA:7+15.2 SA
OFF.19.00 STA:10+91 67 OFF.1300' OFF:24.83 STA.10+19.47 iO+I STA:.+7a65 OFF:24.83' OFF:13.00'R44' OFF: 1200 OFF:-13.00' _ -- OFF:-17.05 STFl:9+426g STA:9+19.71STA:8+4972 _'. STA:6+29.83 --
srA:7+5o.a7' srn:r 1s.97 srAs+sa.oi srns+ z.m srAs+o1,: 14 __1._-). - _-_STA:8+93.93 _ STA:8+2394 - / SIA:6+U995�� OFF:12.00' OFFa13.00' OFF: 13.00' SOFF+I 3CU' OFF.13.00' OFF:13.00' OFF12.00' OFF:12.00 OFF.13.00' OFF:13.00
OFR13.
STA:10+59.47 : SrA 10+2919 STA.9+78.70 C7 --� OFF.13.00 OFF131ID' OFF:13.00
OFF:-13.00' .__.--).-_-. _ ...___ _ - __. ----I ____.. _ _I -_-- .. __ .I I
OFF:-1300 OFF 15.67" C3 STA:8+27.85 __ + __
G STA:9+38.13 STA O+gg.13 + � -+1L85 B+OC STn:7-�-71.8a � _ S1-n7i-31.84 7+00 SrA:E+91.84 STA:6+44.33 $TA.614.05 6+STn:6+� _ �Tn:7+41.55
._ �, 00 STAB ( _STAB13.00' OFF:-13.00 - OFF:-1300' 01 F:13.00 OFF:-13.00' OFF:-1.
R20' STA:10+91.67 24 OFF:-13.W' OFF 13.00' OFF 1 I l70 -OFF 13.OU UFF: 13.pp' OFF OFF. 13.00'
OFFA2.00' d af24' :10+00.78 STn:9 �-a7.36 '- $TA:9+07.g5 -.-- -
-- --
STA:11+41.93 OFF:-12.00' -. -' �_STA:813.00' STA:7+01.55 _
/1 S0A:9+1 -9 OFF>13.09' ( OFF:-130U' OFF:-13.00' OFF:-13.00'
OFF:12.00' I R16.29' OFF:-17.79' \ STA:6+85.98
STA:11+50.20 STA:10+53.24 7YP_) OFF: 30.00'-
OFF:27,00, STA:11+41.93 OFF:-29.24' \\\ STA:8+60.06 STA:8+20.06 STA:7+3377 STA.610627
- OFF:-12.00' STA.10+2141 S1n 9, 4006 STA 9+0006 OFF: -3000OFF:-30.00' OFF.3000 OFF:-30.00'
OFF:-30.00' STA:9+65.65 OFOFF-32.13 F3D00 OFF 3000 ,'IA'B+5228_/, S'TA:8+12.28 STA:7+65.61� STA 7+2598,` STA :6+93.77 STA:6+38.11 STA:6+09.48�
:
STA:10+13.62 STA9+3227 STA 8+92,28 nFF:-30-00' OFF -3H.00' OFF:-29.24' OFF 30.00' OFF "�.00' OFF:-29.24' OFF 3000'
dn
OFF:-30.00' OFF. 3000 ' ':. OFF 30.00' '
STA:10+3536 RV RV RV RV RV RV RV RV
STA:11+75.79 OFF :10+3
oFF:27.o0' sTA:1o+31.15 SITE 12 SITE 11 SITE 10' SITE 9 SITE 8 srA:7+47.73 SFiE 7 SITE 6 sTAs+zo.zz SITE 5
J OFF:-67.88' STA 9+50.26 STA 9+14.02 STA'8+74A9 OFF-59.25' OFF:-59.25'
y"�-OFF 5959' \ a•�OFF:59.25' d�OFF:-59.28' \ o $TA:7+g3.52 STA:7+03.52 0. STA:6+16.01 STA5+76
STA:9+47.31 : - S'FA 7+01.73
STA:10+29,66 $7A.9+80.54 $7A9+pg,81 STA:8+69.81 STA:8+29.81 _STA:$+34.02 OFF:-67.88' OFF. 67.88' OFF:-67.88' OFF:-67.
._ OFFr68.00 OFF.-59.25' OFF-59.25'
OFF:-74.39' 1 OFF: 76.95' OFF:-67.88 OFF:-67.88' , OFF:-67.88' c ii
STA:9+4627 STA :9+0831 STA:8+68.32 STA:8+28.32 STA:7+97.02 STA:7+42.02 STA:7+02.02 STA:6+70.73 STA:6+14.52 STA5+7
40 40' OFF:4.40' OFF:4.39' OFF:-74.39 OFF:-77.2OFF4.40'
STA10+29.83 OFF:-74.4T OFF:-74.OFF:-74..OFF 7
OFF:-7Z25'- FF-74.88'
STA:9+46.33 STA:9+17.02 STA:8+77.02 STA.8+37.02 STA:7+89.23 STA:7+42.20 STA:7+10.73 STA:6+62.94 STA:6+14,69 STA:5+83.23
STA:11+96.19 + STA:12+ 1.53 NDSCAPE FFER
STA:12+06.86 w OFF:77.25' OFF: 77.25 OFF:-77.25 OFF:-77.25' OFF777.25' OFF: 77.25' OFF:-77.25' OFF:-77.25' OFF:-77.25
OFF:47.40' OFFA 00' OFF:-1 . 0' OFF:-77.33'
$TA:9+09.23 STA:8+69.23 STA:8+29.23 STA:7+02.94� STA'
5+75
R}mCAdETM - OFF:-77.25'- OFF:77.25' OFF :-77.25' �5TS,,ft4 . Y OFF 777.25' e OFF 77
lD)Rl51780' STA:9+08.49 STA:8+68.49 STA :8+28.49 STA:7+02.20 STA'5+74
° OFF:-77.25' OFF.77.25' - OFF:7725'OFF.77.25'_ -- OFF-77
• - . - . -_. - . - .J- -_ •J- -- •- -- _ • - ' - - - • _ . _ _ . - . - . - . - . - . - . - . - . - . - . - . _ . - . - . - . - . - . - . - . - . - . - . - . _ . - . - ... . - . - . - . - . - . - . - .
R25'" EX. F PVC WATER MAIN
___________________ ________-_____-_ _____ _____ _______________
1500'WIDE FPUA EASEMENT
R25' -. T?�`�F T PER ORB. 765, PG. 226
STA:12+26.52 STEEL E]L BLVD.JE
OFF:-37.44'
+ X. ASPHALT ROAD
STA.12+31.18 (PRIVATE ROAD) -IL
OFF312Z_____---____________________________________________-________________________-------------------------------------------------------------- ------------------------------
IL
/ Z
/' �..-_ .........__.....- ,.,. _.__._v_ ,.,......�.._...,.. _____- ....-. VACANT .U,.. ...
IF
11
FUTURE LAND USE: MXD
ZONING: IL - CO
__ ___ _ I
J EX. TOE OF SLOPE -----------------
___ NOBTN-LWE-0F.._- --_-____-_-______-__-_-----
------ EAST LINE OF
THE WEST NN 3OF
0
THE SOUTHWEST 1/40F SECTION 30,
----- SECTION 30, TOWNSHIP 34 SOUTH, TOWNSH IP 34 SOUTH, J
RANGE 40 EAST RANGE 40 EAST ' 0 30
EX -TOP OF BANK ---m II I '
--- - U
EX TOP OF BANK
r%i FEET
______________11
___ i
(
+,
S89°51'51"E 1283.17' 1 inch = 30 ft.
IL
L
� $TA:6+78.07 s
j OFFAO071'
STA:6+43.99
OFF:57.00'
j STA.7+13.22
j
STA 6+84 07STA.6+7OFF.3702'
FOFF:37.0[OFF:38.00'
STA.7+13.22OFF:33.00'
STA:6
SA
, II STA:7+15.22
.t[UU' OFF1200'
is 7+00 STA:6+9184 STA:6+44.33
OFF:13.00 OFF'-13.00'
ALIGNMENT CURVE DATA
CURVE #
RADIUS
LENGTH
Cl
50.00'
37.82'
C2
115.00'
87.00'
C3
112.00'
32.31'
C4
88.00'
25.39'
C5
32.00'
50.27'
STA:6+31.66 . STA :5+74.01: UFFER STA:5+61.67 STA:4+73.50 STA:4+61.16 STA:4+03.51 STA:3+91.17 10' LANDSCAPE BUFFER STA:2+98.93 STA:1+63.87 STA:1+40.53 STA:1+06.53 I I AIRPORT
OFF:57.00' OFF:57.00' OFF:57.00' OFF:57.00' OFF:57.00' OFF:57.00' OFF:57.00' OFF:97.65' _ OFF:102.34' OFF:111.00' OFF:111.00' 11� PCN: 1430-131-0001-000-4
STA:5+90.49 5TA:5+20.50 STA:4+19.99 STA:3+57.63 STA2+22.87 OOVEYZEI) e 11
OFF:57.00' OFF:57.00' OFF:57.00' OFF:58.50' I; FUTURE LAND USE: T/U
OFF:100.34' PORCF),. �, 11 ZONING: IL - CO
35.33 -2 67 .33 STA:1+06.53 IIi ,I
PHASE 3 STA:5+90.49 $TA.4+1999 PHASE 3 ®® ea STA:2+22.II7 STA:1+86.53 STA:1+40.53 OFF:100.34'
( ) oFF:3o.63' (PHASE 3) (PHASE 3) ( ) 5
OFF:30831 ® ow ° w OFF:86.00' OFF.102.34' OFF:100.34' II j i
COTTAGE I COTTAGE COTTAGE COTTAGE - �• I 1
66 STA 5+61.67 STA:4+61.16 STA 3+g1 17 , Ii t
gq SITE 4 OFF.30.84' SITE 3 STA5+20.50 OFF:30.84' SITE 2 OFF 30.Bd' SITE 1 STA:3+54.95 11 PHASE 2 i
OFF:30.83' OFF:3260' ® _ S7A:2+33.87 ( ) b, II, I 11
oFF:86.00' DORMITORY BUILDING ,
STA:4+73.49 _ _ - STA 3+62.94 i
STA:5+7q.00 OFF:30.83' ST FF:30,.50 FLOOR AREA = 6,558 S.F. w I I II
TA:6+45.82 OFF:30.83 OFF:25.34' LL ,
OFF:30.83 STA:4+75.32 SA STA:3+64.49 3" (PHASE 2) „m o STA:2+00.99 STA:1+28.37 n I
IFF.13.00' STA:5+7583 ,I. STA:1+18.70
OFF:13.00' STA:4+3078 STA n11: 14 OFF 13.00'
STA 6+01 28 OFF:13.00 STA:5+31.29 s POOUDECK° ° OFF:54.00' OFF:39.00' OFF39.00' w I1
OFF 24.83 SA SA OFF 24 83 OFF 13.00 STA:1+40.53 w , [
MN. 19 OFF 24.83' ME, 14 STA STA:1+06.53 a °
,- -_- -_ _-_-_-_- ._ _ _,-_-__ ® /HOT TUB „, OFF.54.00' STA:2+00.99 OFF:49.6T o I I
OFF:49.6T I STA:0+22.33
2911 T' STA;5+59.84 STA:5+3906 STA:4+5933 STA:4+3855 "STA:3+8 .34 (�,. � �*�, OFF:49.6T 94�46 z '
STA.6+09.05 STA:6+04.05''. OFF:13.00'> STA:5+3406 OFF:1300 STA:4+33.55 OFF'13.00' ,+ STA:3 R12T ® s, STA:2+33. g I OFF:45.I
1300 OFF 1300 OFF:13.00 LOFF:13p0 5+00 OFF.1300 STA.3 72.75
OFF:13.00 ®. OFF:39.00' S FA:2+00.32 STA:0+59.81 ' '
OFF.1300 OFF:1300 ;T ` ° '
OFF 12.00' 4 ' COVERED STA:1+40.53 C WERE STA:1+06.53 a
L a 1 I" OFF 49.6T � ,
.... ;:.LZ STA:4+26.13 + SA -^'� 26 ENTRY OFF:3900 ORC OFF:39.00' OFF:37.00'I
STA 5+06 13 :' STA:4+75.85 ;I STA.4+35.85 4 00.- . + 3+
STA.6+14.05 :>t6+STA.6+0433 + - B. STA.395.85 �. STA:-72.75 ':.' - nx. 14 .. �STA.S 7405 :.: OFF. 130 STA.2+07.87 + + STA.1+.00' S7 +59.83 I
_ OFF: 13.00 OFF.-13.00 ' .- ' CFF.3 00.36 ., . STA.1 2800'
OFF:-13.00 OFF:-13.00 TOFF: : OFF: 1300 I OFF.-13.00' OFF:-12.00 ! � � ° �• ' -,e.' . • : _. ,; � � , •OFF:37.00' n � ' � ' OFF:3 0' I.I
;: ' " O! I .39.00 OFF 39 00 OFF 37.00
STA:1+07.67
I
STA:7+(" 5
STA:5+58.48
STA.4+66.13
STA.4+59.90 OFF 13 00'
R16.29' ' OFF 1300
�. STA:3+80,28
R16 29'
STA:2+79.45 STA.2+0787
OFF:11.60' OFF:37.00' OFF:31.00
STA:2+07.87
.STA 1+6487
OFF 31 00 STA:0+98.g7
OFF:31.00
°
^ .
- - - - - -
OFF:13.00'
STA:6+85.98
OFF:-30.00'
OFF -29.24
OFF:-30.00'
: STA 4+19,90
" ' 3X
3TA:1+81 87
STA:1+70.87
R30'
,
I€ EX. W PVC WATER MAIN
OFF730.00'
STA:6+O6 27
" STA 4+68 07 STA 4+28.07
OFF-30.00 OFF 3000 '
OFF -2924'
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STA 2+92.56
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OFF.18.00'
OFF.31 00
OFF:31 00'
STA:1+75 87 STA.0+9887
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+ 38.11_
OFF:-30.00
STA:6+09A8
STA
5+66.27
STA:4+99.90 ` STA.4+60.28 STA:4+20.28
STA:3+88.07
OFF 13.00 -
R20' R. STA:2+59 05
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STA:13.00' 7
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OFF:31 00
R5'
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OFF 13.00
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OFF:1300
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FF-30.. 01 OFF
OFF:-30.00
OFF
30.00 .'.
OFF:-29.24' `OFF:-30.00' OFF 3000'
OFF. 30.00
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OFF:13.00
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SITE 5
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5
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STA.4 82.02
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+
..RS::STA.2 24.80
OFF. 13.00 ''-1 OFF. 1300
230
OFF 0
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OFF:-59.25' STA.4+g202.
OFF.59.25 \ '
OFF. 13.24
OFF:-1800
R5' R5'
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=STA:0+46.52
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STA:5+76.p1
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'STA:1+44.80:=STA:1+2636
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`STA;7+07.73 '.
OFF:-67.88'
OFF: 67.88'
'OFF. 59.25
OFF. 67.88 OFF:-67.88
STA.3+9781 , ::- OFF 5925'
OFF:-6788
TA:2+5917 STA:2+39.03
STA:2+2480
OFF: 18.00 OFF 21 54'
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R50'
R30'.
; I I 98.55'
OFF 59.25
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OFF:-32.73 OFF 28.53 58
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OFF:3100
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STA:6+14.52
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$TA:5+4323 :
STA:4+7632 STA:4+3632
STA:3+g632 STA:3+gg,55
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zo
'Mf1i 20 STA:1+05.70
OFF:-31.00'
OFF:-74.40'
OFF: 74.40
o OFF. 77 25'
OFF:7439 OFF:-7439'
OFF:-7439 OFF:-76.46'
" - -
IS
R5'
OFF 37.64
STA v
STA:0+16.71
OFF:-77.25
-
STA:5+35.44
STA:4+45.p2
STA:4+05 02 STA:3+96.49
OFF:-39.97'
STA:3+27.92
$OFF -2 .84' ,
OFF 28.84
S IA 1+38 31 ,
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OFF:-2 00'
OFF:-41.29'
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STA:6+62.94
STA:6+14.69
STA:5+83.23
OFF:-77.25'
STA:4+76.49
OFF:-77.25'
OFF:-77,25 DOFF:-77.25'
OFF:74.18'
R12'
STA 2+2755
STA 1+46.80 OIF 3349
0
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OFF: 77.25'
OFF: 77.25'
OFF:
OFF:77.25'
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OFF 37 00
OFF -37.00 :STA: +19 g2
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52
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OFF: 77.25'�
OFF:-77.25' OFF:-77.25'
:
OFF:-43.75'
OFF: 18/
STA: +60.15
OF-56.00"
STA:0+54.14
e OFF-53.52'
STA:0+16.52
OFF:-52.49'
STA 5+74.69
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1
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STA 2+20 38
STA 1+46 80
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OFF 6300
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BOOK 459, PAGE 2756 BAT`RJ
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---- ------------------ -------
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PCN: 1430-311-0007-000-8
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HANDICAP STALL
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EXISTING PAVEMENT
PROPOSED PAVEMENT
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PROPOSED CONCRETE
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA
CALL TOLL FREE
1-800-432-4770
IT'S THE LAWI
SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC.
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
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ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
'M 772-340-4990
R 772-462-2455
-'b www.edc-inexorn
.B.P.E. CERTIFICATE
OF AUTHORIZATION 9935
L.B. CERTIFICATE
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PORT SAINT LUCIE, FL 34987
'M 772-462-2455
16-129
Construct 71 LF
0 30 30" CAP @ 0.00% -
( IN FEET) °
1 inch = 30 ft. - - +++
_, .. ..._. _................_._...._.._. ..._._..__............ ......
.._........,.._
+
I
EX. WATER EL. = 14.15
------------
INV_......_..__ J
EL. 14.50
______________________-_______________________________ EX. TOE OFSLOPE. ,� �_________ A __
__________________________________________________________ ar.._- ______________
CONST. 30" CAP TO - ^9w- -----------------------------,�--------------_F-----------ng� �-------------------- ^9 'FL
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--------
rynry ryry p/1g71 Q ___________________________ rynEX. TOP OF BANK 1�/(17or !1/VV/
,o:. STRUCTURE PER DETAIL
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PCN: 1430-311-0006-000-1
FUTURE LAND USE: MXD
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so033 (� COTTAGE ELEVATIONS
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AN ES#1 3005s 2Construct1p5LF o 21.00 ELEVATIONS F.F.E.21.00 oNI 13ssn ry I
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i 23014 30016 15
t o °° 20.00 20.00 20.00 ry 20.00 2301E 20.00 20.00 20.00 20.00
°^ 19.74y m 19.85 ^9A n ' ° ^ ^° } 23118 1
>R'DRAnaA EiaA - ��'?_ iBOt a s ^��
's kD,'RIM=17.8(Y lass + REGRADE 298 L.F. SWALE @ 0.27% + + REGRADE 298 L.F. SWALE @ 0.07% } r _
Q• 2 CliL ITTG:;" L= 4 $0 ,. >tSE• - ------�.s ------ - -- a-, _�.. -
i�oo 9� - �,,.rl� E%B PVC WATER MAIN n°' �•-t. �. _.-`�-.-.-.-.-.-.-._.-. -. -. _.- -.-.-.
MES ^y ° ^ ^° ° - ^ - --- -- - ----- ---- - --- - _ ---
• i50o' WIDE FPUA EASEMENT
18.90 n°nP by STEEL
q BLVD. yy PER ORB. 765. PG. 226 °Ay
110S 1 8 LE
SEE SECTION D-D °° (PRIVATE ROAD) °ae °rye NO' X. ASPHALT ROAD
+ : SHEETB °. a n ^
----
0°
O +- Construct 80 LF ^°g
NOTE : 17.30 - 12"x18" ERCP @ 0.25% ry + 4 ^°4 ^yry
I SOD ALL DISTURBED AREAS TO INCLUDE GRASS ^0'' + +
°z WITHIN THE RIGHT-OF-WAY, MEDIAN, TRANSITIONS
a TO PROPERTY LINES AND ANY AREAS DISTURBED + (�
BY CONSTRUCTION ACTIVITY ASSOCIATED WITH ��,' /+ ° + VACANT
w THIS PROJECT. CONTRACTOR TO MATCH �; ' ? I PCN: RE LAND USE: MXD )
SURROUNDING GRASS WITH THAT OF EQUAL TYPE. * FUT20NING:DIL-COMXD
r ,
d �- - w �I
1
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m._.._._.m.,ru...:............,......__.,..,.........._..-__.............-........�..._.......M..-,... _...__...... _. _..... _.. TOE OF ----- -- -- W7 I
EAST
E OF
'S J _____OlORT11-LUJEOFEX SLOPE THEW WEST 1/2 OF C 1,4n')° naA III n^^�
_ - - -- - _ THE SOUTHWEST I/40F� ',' 9 O I ry
+ y. ry. ^. SECTION 30, } tl•
SECTION 30, TOWNSHIP 34 SOUTH, ry SEE SECTION A -A n• + 1
0 9 SEE SECTION B-B RANGE 40 EAST + + + TOWNSHIP 0EAST
3 ro^ + Oro
° D SHEETS RANGEaoEAsr
a, ryn • -__EX. TOP OF BANK
__________________________ _-�/-2 II 11
O O + O9 v
w it A
r EX. TOP OF BANK ryry. ry ____________________________+ _______________________-. _________,.e.____-__-- +ry^� II
w_ _____
J +ryry. 106 20.00 19.90 III If
0 S89'51'51"E 1283.17' 80032 = $ - - - - - e lzss+w 1279 - I li i i
a +�20. eoo2z19.50 - x # me 20.00 y9 g ass 19.50 4n° CONST. 85 L�F. +Ao 20.05 1281
1CONST. 127 L.F. SWALE 0.4% CONST 127 L.F. SWALE 0.4% + SWALE @ 0 3 /o �, ,L° .18.3008CONST. 98 LF. SWALE @0.5%-z--vs- @ "z-v + �'- �o, 2302- ...... ......... C6 ct ,.... SEE SHEET 7A FOR __....., ._. _ _.........._ ... ....__..... covEREb " a ,b
t-_.. _ . SEE SHEET 7A FOR
....._.. 99 ry ,....__. ....m..... \ a02 LL o "..,, P.{1RU11•...... Al...__.i z�o._.....,....
U 9 60W3 .� i. ,� J ° .,. o
s as, li' COTTAGE ELEVATIONS 9 COTTAGE ELEVATIONS y "' t", u 1 i
° (PHASE 3) @ (PHASE 3) Construct 25 LF + (PHASE 3) 'CHASE 3) a @ ® 35.33 2z.67 57.33
20.00 + I W ' w I COTTAGE 15" RCP @ 0.00% COTTAGE COTTAGE °' w I a n°' ®® N fz " D I w
w r -.� COTTAGE J Z Q 13M ® - o:a ? 127E • 1 I AIRPORT
w 19.80 19.80 SITE 4 F.F. � SITE 3 F.F SITE 2 F.F.E. 30,os SITE 1 F.F.E. o CB #9 (PHASE 2) ^° 41
N 'I PCN: 1430-131-0001-000-4
r 21.00 MIN n 21.0 IN 21.00 MIN 21.00 MIN O m ^9 u 9 0 + ILL ; i FUTURE LAND USE: T/U
❑ y I ao7 1.75% + � POOL & DECK (PHASE 2) + 350 1
19.7a �1s.7a - I p� +q9 DORMITORY BUILDING ZONING: IL - co
y : q 19.00 ® FLOOR AREA = 6,558 S.F. w ° 11.
Z 1365 1 sn CB #10 ^ ., :I $A: a.%'1> ,� ❑ I
° 19.73 ' r 19.64 19.50 19.3E + + tr. 19.38 19.50 19.78 - ',I 19 70 , 19 57 19.35 a° 19.30 ;;g,,r,1t, F.F.E. = 21.00 aff II >ry i , p n6
. .. ._. :d, m... .. ,•,,.:.._.._._ ., .. ..._-_ ........ ,..... .. ..m.._... .., _... . ..1... .........:... .... Construct 56 LF I� n „0n n. •+ J,,,°{1,"I , oe1275
w m.. ........ .... .. .. .: ..I_„.�� .. .... ( S. esx: is ! nn: is _.L o POOL DECK EL. TO o- owe s°6 } t
❑ I _:._._._. _____ .._ .. 15'RCP@0.00% + I
97,5 L.F. INV 105 LiF. INV. 19.53 H.P. 3 CB #4' :.7 ® ,ryi BE SET BY POOL } • • 2L26 1
z o 19.58 "19.39 " 99.30 19.48 ° 19.7E 19.24 r"' L.'- s r 94.46 s . s • ti -Z..� + II 1
19.43 " '' 0 ( CONTRACTOR
19.64 CR. @ O.50% 1 19.24 ".-a CR: @ 0.50(0... s^- ,C / L, 7
.T -` ^ .. ^• .. , .. R. 9 ®..EL. 20.50 20.30 . cpv ED
x.,. , f.. " :rr. r, ,...., .. . , 3" m " .: T. S COVERED ° i. R 1 [
-t-... ,--. •Iv +. n.. , .. ,.. , , v f d.:., . f aT .1 +, Tf.,, e T.I . C S a. ,.. s r a , 6.I. 1 I
c ,. i : T, ,. r T 1+ "D _ T ik SiC.. 3. sCsii� GiC7CSta.iRi? TTtttt SST @ a. °
...a �s.ZyT.G�..!:..€�L'.Z7,�a1...`it.i=,YSd�}.�_�Su-..C:CI"wiiS.ri..s.x ..C_S..I..7CT.. .L_%.. .CI, ,•,� p n�
.-LSC. L .. g. i .., % :: sA 19.74 s:,..,:,=sv: 26 ENTRY q FLUSH YPRCH 20.80 n? I-
s- A 105 L.F. INV. 19.24
O 19.52 19.36 1 19.24 ; 19.64 19.74 n°•19.58 0 ,. 19.38 19.00 /y nx` L4" `='i y .. ME #2 li
I. 19.49 19.00 .:CB#5: t
N H.P. Construct 210 LF 3S - _ -1 y
w ° o .... ........x &' 79S . 20.24 .^ µ. 20.80 20.80 7 y ry^ II
O ...;m._... 24 RCP 0.00 /e .. ....•, 19.7E .. .. , . . .. ... .. ..... i .. 7 20.30 rn 20.80
;,...:... 19.73 ...., , r .. _....__... .....m........ . N . , - 19.78 19 54 '_ A 20.80 20.30 ;. 20.30 0
w I ':.\ ,:sc 19.32 ".. •," _ 1' ' 19.36 °. ,`:.., 30 L EX.B PVC WATER MAIN
@., ^° <.. ... ........ ... C,Q Bf,° 19.80 20.30 `-i , +^9 20.30 z z'.� 1 '-•- - - --.-.-.-.
t 1195 LF + + ' �^e° �Qs- ". , I 12" FLUSH HEADER
0.00% € 23003 : + _. s. ".�'' +^°°. ryo CURB (SEE DETAIL)
° ° , _.. M I m 4 19.69 i `s , .. .
z'�9. 'na n°°' 1.19,78 m�,VI 20.01;;.. • ,.„..': 20.08 .;v., 2022 21.25 n.
3012 ( ( � ^ (." .. I+ 11 .. ` r ro 21.14 i Construct 76 LF
i 23001 Construct 73 LF w� Construct 97 L;F t, ,'• H,p, ., i! 12"x18" ERCP -0.33%
rn RV RV RV ; RV ,5 RV (:,. RV 18" RCP @ 0.00% ' '9y 15" RCP @ 0 (l0% C @
a SITE 5 SITE 4 " $ITE 3 SITE 2 SITE 1 19.00 + 19.10 19.32 CB 19.7E o 20,10 °°� 3�8�0 40"h F SEE SECTION F-F
SITE 6
z 'y, y { • , jj _ -•*-2_ 97 L.F. INV C @ 0.58 /e ^'"'Z-. 75 L.F.iINV. CR. @ p.58/o I SHEETS
W I i ..,n ,."" \� •,i.e. , . - a.0 "v` .. ... MPa 'f.t- '(,� A TT f T! . I•.
I II r ° ! _ "^tt.5A6x s _- ----�:a . "ur.. e., - -P ..: .� >21.25 ,. (
19.30 + TYPE'D' n s W ti 'iil= 1348 1+y 5 *4'\ 1356 i, a= \•,. h. V,'u= �;".� :. ; °ry
\..' `` T,. _....... CB #3,._ ._.... ._ .< , ,., ..."., . .. .20.24 .. ....
❑ . ...: .. .......i ....',. `t.ta' , °. . _...•,,,, Alr. ., .... _:. ..._..,..,,.._ .,...,___._..- .. , C CURB .04 sa�� 19.90 CURB SEE DETAIL
w d e d ° ° CB #2 19.74 ( )
z 20.00 tt•.r +rtf =''' e� 20 00 20.00 20.00 20.00 sH
;�ats : Construct 55 LF
w 'v r<I. L*. o n o o, ^9a ,� ° 19.75.-
a v�
:'t 15 RCP 0.00%
m is @ 20.40 7YPE'D' °
ff 4190 23021 + CURB'
m '� 20.00 20.00 o° °9
20.00 20.00 j ^g. rn m
w a 20.00 20.00 1341 20.00 e`� °y 20.00 20.00 20.00 20.00 20.00 o %88 o ^ +^ ry + t �• +
0 348 + t: 23018 + - 3ootz + 1319 20.60 . " 19.38 TYPED' 125 L.F. TYPE'F 2Q.62 MES l 21.02 3�
w ^y'{a0 23020 -� ro ° 20:60 CURB
❑ }q°tREGRADE 298 L.F. SWALE @ 0.07% }n° y REGRADE 68 L.F. SWALE 0.22% d& a 20.80 n m 20!10 tv 20.60 CURB & GUTTER 21,p0' 20.12 #3 7. III zI
z - _ - ,, - - _ _ @ a ry 20.10 20.50 " v, 'tr I {7ji I
Q-.-69-.-.-. .-.-.a_ =.-.-.-. _e`L-.�.-.-.-.-.-. -. 5:__ -.-�s RAT
-a-'I�.� -�._ 412 O S. O N IN III
° ^ ^ - `a _ \ SQ, Ro'! t EX. 12 1 1
m ^°. ^ EX. B"PVCWATERMAIN O.R.BOOK 459, PAGE 2756 0 6AS1N O 0 t�0 74° 30008 • 34
a+--__________ _ _________ _____.4- (P.R.SL.C.) _.____ .� _____ ____+__ 1$.25 +m _ `, _, TyREGI�D `?7°E 77S. 30010 20.60 + o �.� .., 1269 °1' °'? VC1B.88' II
IL SEE SECTION C-C ^ _ E 1 ' °� n , § P,i(1 .
0 SHEETB lJ aro °rP' _ ��a C.F. n° v 4
z
n 3 `\ 20.00 O° 19.961 E 1 •'.. 4 ). 20.11 N 20.00 o
p +^y. ^ ��� WAGE@ 0.11 + m n n 3„ 270 o .* EX. WATER VALVE
_ ° X. ASPHALT ROAD yy uy y° ^y 'P T4'1up-�P "' 4j� L° n° S89°51'55"E 229.78 +I:, ^ro" ;'i REGRADE 194 L.F. SWALE @ 0.1°/ i °ry iap�v i ICON PAD RIM-20.86'
x ^9 _ _________________ ^� _________________________-_________ �0______.y-^e__ + ER ORe.7 �sEME n0_ m'�•• + ,�19.96 r: i::..- - �!'i'�-�,�ro�- - _ _�-Ex.No
F ______________.1._------------ ___-___ __ } + PG. ^ ^y° • - • -• • - • - - •�'+- 9?F EX. B PVC WA rER MAIN _________ ,SISPRSSING
18.50
W ry 0� EX. CATCH +`_` ______ : --} k
ny' O EX. E GE OF PAVEMENT
•••� ^ II y
x ^° G ^ BASINEET, - + 18.75 ""'s 1895 m.: 19.18 `A STEEL BLVD. ? �� ary� V))A
w BENCHMARK NO. 1 ^yry 9° .�.. v ^ ^ : W } r t
00 +� J _. 187P(NAVD 88) + __- +�O- �y�p i- ION E E + + y,V
0 ,... _.._..__ .. ..__.�_.. .. .. .._........_ .......... _. _.._� _ _ .n...- _ -- ........._.. _..m _......... _ _ ____._ _ _ ._-._. _ _ ,�_.. _ _ .-..____. _ _.�.�. _ _ ^° ° SEE SECT Q, (PRIVATE ROAR) I I
A - ^9^ . SHEETB °a --
F- .y ,•.^^�...„, �._______ -- ---- PAVEMENT n 1
wVACANT U + ._ IEx No '°o ------t-----------------------------------++^�=----- - ----- - -----------------V-
PCN: 1430-311-000E-000-8 I,"`� ..w ) kl-!
FUTURE LAND USE: MXD rI SIGN SPASSING 9 ^ya ^°y z Nt °
-' ..
o ZONING: IL - CO �. -» `"`^•-• + + n"'p ry 1
EX. FIRE HYDRANT
m ""m,.... ry I ON PAD
°
0 30
( IN FEET )
1 inch = 30 ft.
LEGEND
® ®
EXISTING METER
0
PROPOSED SIGN
E]
MITERED END SECTION
HANDICAP STALL
�I
EXISTING CONCRETE
EXISTING PAVEMENT
PROPOSED PAVEMENT
PROPOSED CONCRETE
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
'I
I
ENGINEERS 0 SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
IR 772-340-4990
M 772462-2455
-D www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8096
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10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
772-462-2455
16-129
7 OF 15
0 10
( IN FEET )
1 inch = 10 ft.
12.33'
19.88 20.00
1.0%
(PHASE 3)
COTTAGE
N
SITE 1 F.F.E. 21.00
GV,JV
1.0%
19.88 �+a
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20.00 2050 20.50 N 20.50
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COTTAGE #1
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0 10
( IN FEET )
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12.33'
99.86 20.00
1.0%
�- (PHASE 3)
N COTTAGE
SITE 4 F.F.E. 21.00
20.50
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19.68 *a
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(PHASE 3)
COTTAGE
N SITE 2 F.F.E. 21.00
20.50
1.0%
19.88 1 -1a
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20.00 MP SLOPE 20.95 20.95 20.95
1:20 20.86
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1�JFI
9.86 20.36
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COTTAGE #2
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0 ls10
( IN FEET )
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COTTAGE #3
NON - HCPORCH
COTTAGE#6
NON - HC PORCH
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
1
ENGINEERS ® SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
'M 772-3404990
IR 772-462-2455
�i W .edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098 IJ
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PORT SAINT LUCIE, FL 34987
54 772-462-2455 /
1 6-129
24.00
EL.
22400
21.72
21.00
/
20.00
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SCALE: 1"-10H
Z
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25.00
22.00
j 20.00
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19.00
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W
j j 18.00
W
J
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16.00
PROPOSED
DRAINAGE PIPE
i
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I CROSS DRAIN
MITERED END SECTION
i PER FOOT INDEX#272
z
W
U
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CROWN
EL. 20.10
n
N
SECT E
SCALE: V = 10' H
3V 1
(
18'
10' 8'
EL.
21.0 20 EL. F.F.E. 21.00
SWALE INV. EL.
VARIES 19.50 - 20.05
24.00
20.00
EX. EOP
/'-EL. 19.0i
Z
_-
- - -
19.00
W
18.00
W
J
W
17.00
16.00
12.00
25.00 1 I 25.00 ' 25.00
21.00 /
I
0 20.00 /
Z /
9.00 /
U_ /
LU 18.00 /
W
LU /
W 17.00
16.00 /
/
15.00 /
14.00 /
SEC E
13.00 SCALE: 1".= V
30'
CROWN
EL. 21.25
. INV. CR. 3
20.10 1T
1
SECT F
SCALE. V - 10 H
= Tv 1
1
10,
EL.
21.0
SWALE INV. EL.
VARIES 19.50 - 20.00
I
0.4%
1.23'
80 L.F. 12"x18" ERCP INV.
EL. VARIES 18.50 - 18.75
NOTE: CONSTRUCT MITERED END SECTIONS WITH A 4:1 SLOPE.
REFER TO FOOT INDEX #272, FOOT DESIGN STANDARDS.
MITERED END SECTION TABLE
Structure Name
SIZE
STATION
OFFSET
INVERT
MES #1
2 "x38"
11+11.59
38.99'
14.50
FRCP
MES #2
1 x18"
0+42.83
33.00'
18.50
RCP
MES #3
1 x18
0+42.83
-43.00'
18.75
FRCP
MES #4
12"x18"
12+19.19
-40.00'
17.50
&RCP
MES#5
1ERCP
12+19.19
40.00'
17.30
MES #6
15" RCP
11+61.73
46.00'
14.50
PLAN VIEW
------- -=
',. RIP RAP MINIMUM LAYER 8" FOR RV LOTS & DRIVEWAYS
PROPOSED "mac THICKNESS TO MEET FOOT 12" FOR ROADWAY
DRAINAGE PIPE �a SPECIFICATION 530-2.1.3 1 12"
BEDDING STONEUM I 1 1 314 CHAMFER ON ALL
LAYER THICKNESS
12" 12" #S BAR 3 EXPOSED EDGES
�T 1 �n1 a1 rr Tom{ T'' I I I i ; I t'- BEDDING STONE TO MEET coNT
i„,-II { ! 1__4 FDOT SPECIFICATION 530-2.1.4 SURFACE courssE --
IE��E1`���'``F�ggi��5€.C� 31,,.. I�
iII" IEF �I{` 3Ia ANCHOR Ii>;. '{„"1 PP„ 11 �I.l 10„
33{ TRENCHES {{ {{ 6" LIMEROCK OR [
'1;1��; COQUINA BASE COURSEI
' FILTER FABRIC PLACED UNDER ... .. .. {..,., -....__..,.6
jj t I- BEDDING STONE FILTER FABRIC E
TO MEET FDOT SPECIFICATION 4"
SECTION VIEW 985
8 STABILIZED SUBGRADE W/ LBR 100
STONE RIP -RAP DETAIL
SCALE: N.T.S. t
NOTE: NOTE: 3,000 P.S. 1. CONCRETE AT 28 DAYS.
1. SODALL APTO BE
DE 1. FLUSH HEADER CURB DETAIL
2. RIP RAP TO BE EXTENDED
PAST THE WIDTH OF THE MITER
END SECTION. ,
ROAD RIGHT-OF-WAY PROPERTY
CONCRETE
SIDEWALK
12" SEE PLAN 12" 3000 P.S.I.
.e-Z- 2/ MAX SLOPE {„„y -Mv-
7 i fl
I ift `j L I� I�FL� T
STABILIZED SUBGRADE
COMPACTED TO 98% OF
AASHTO T-180
NOTE:
SEE FOOT STANDARD SPECIFICATION SECTION 522
& FOOT INDEX NO. 310 FOR SIDEWALK CONSTRUCTION DETAILS.
SIDEWALK DETAIL
1"= T V
6 �
\S/apP a�
HANDICAP RAMP DETAIL
N.T.S.
S aF�-9l e
4" MINIMUM LBR-100
COQUINA CURB PAD
COMPACTED TO 98%
OF T-180 MUST BE
PROVIDED UNDER
THE HEADER CURB
10'
EL. F.F.E. 21.00
20.75
O 20.00
6
Z 19.00
H
W
j 16.00
W
J
W 17.00
EX. EOP
/'-EL. 21.1t
F'
15' 8'
EOP EL. EX. GRADE EL.
20.00 �. VARIES 18.0- 19.4�
REGRADE EX, SWALE INV.
EL. VARIES 18.1 - 18.3
1
SECT C 1
SCALE: V = 10' H
V= 3'V
NOTE: PAVEMENT SHALL HAVE MARSHALL STABILITY OF 1,000 LBS.
PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK
~ 2" FDOT TYPE SP - LACTIC CONCRETE
(INSTALL PAVEMENT IN 2 - 1" LIFTS)
6" LIMEROCK OR COQUINA BASE COURSE (MIN. LBR 100)
12" STABILIZED SUBGRADE (MIN. LBR 40)
OR
SAW CUT JOINTS @ 15' O.C.
EXPANSION JOINTS @ 40' O.C.
6" PORT. CEMENT CONC. PAVT. (3000 PSI)
6" STABILIZED SUBGRADE (MIN. LBR 40)
TYPICAL PAVEMENT DETAILS N.T.S.
23.00
8' 22.00
15' 15'
21.00 8'
INV. CR. EL.
EX. EOP EL. p 20.00 EL. 19.5 2.3% 19.85
VARIES 18.4 - 19.3 Q -s
--.-.---'- Z 19.00
- - U_
18.00
W
W 17.Oo 1
16.00
1s.00 SECT D
SCALE 1"-10'H
1"- Tv4.00
I
70% EX. EDP --
EL. 18.8t
PROP. COMPACTED LIMEROCK
OR COQUINA BASE COURSE
80 L.F. 12"M 8" ERCP INV.
EL. VARIES 17.30 - 17.50
SAW CUT
MATCH EXISTING
PAVEMENT �
COMPACTED TO 98%
-------------
EXISTING BASE &
MAX. DRY DENSITY
PAVEMENT (TO REMAIN) WIDENING
MOD.PROCTOR
NOTE:
IT IS THE INTENT THAT THE EXISTING LANEIEDGE
LINE BE REMOVED DURING SAW CUTTING
OPERATION. COST OF SAW CUTTING AND
REMOVAL OF ADDITIONAL ONE FOOT (1') WIDE
COMPACTED TO 98%
STRIP OF PAVEMENT TO BE INCLUDED IN TYPES'
MAX. DRY DENSITY
ASPHALT PAVEMENT.
MOD. PROCTOR
SAW CUT DETAIL
N,T9.
PRECAST
PAVERS 1
NOTE:
1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE
CONSTRUCTED OF FDOT APPROVED CLASS II CONCRETE.
SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS 11/2"SAND
OF SIX INCHES. BEDDING 8" COMPACTED LIMERO-1
OR COQUINA BASE
11
2. CONCRETE SHALL, BE REINFORCED WITH FIBER MESH BRICK PAVER DETAIL
ADDITIVE OR WITH 6x6 410/#10 W.W.M. N.T.S.
SPACING OR REQUIRED ROADWAY / PARKING AREA TESTS
ADD BITUMINOUS I- 4'-4" 5'-10"
COATING TC P:?E TOP EL. 19.50 TOP EL. 19.50
CONNECTION SEE BAFFLE BOX DETAIL
ITEMS TO BE TESTED DENSITY L.B.R. THICKNESS
6" SLOT EL. 18.36 1 6" SLOT EL. 18.36
3"0 BLEEDER j
EL. 17.61 --- JE
I 3"0 BLEEDER EL. 17.61 MAX. SPACING MAX. SPACING MAX. SPACING
"'"" 30" CAP
INV. EL.
Q16.00 15.50
Z s
LLLL 15.00 BOTTOM
j EL. 14.50
Lu 14�00 SCALE: V = T ld
W 3.00 1 -3 Y CONTROL
STRUCTURE
12.00 SECTION VIEW
n.00
DRY RETENTION
BOTTOM EL. 15.50
See Angle
Detail
STORM SEWER INLET TABLE
BOX
GRATE
BOTTOM
Structure Name
STATION
OFFSET
RIM
IN INV:
OUT INV:
ELEV.
TYPE
TYPE
CB#1
C
USF#6212
1+64.22
-13.0000'
19,660
'15.50 (W)
14.500
CB #2
C
USF #6212
2+58.33
-14.3880'
19.100
15.50 (E)
15.50 (W)
14.500
CB #3
4'0 MH
USF #6212
2+96.04
-42.4531'
19.000
5 (E)
15.2.25 ( (NW)
14250
CB #4
4'0 MH
USF #6212
3+72.75
0.0000'
19.000
15.25 (SE)
15.50 (NE)
14.75 (W)
13.750
CB #5
E
USF #6286
5+82.67
0.0000,
19.000
15.50 (N)
14.75 (E)
14.75 (W)
13.750
CB #6
E
USF #6286
7+77.75
0.0000'
19.000
15.50 (N)
14.75 (E)
14.75 (W)
13.750
15.50 (N)
CB #7
E
USE #6286
9+88.73
0.8482'
19.000
14.75 (E)
13.750
14.75 (W)
CB #B
6'0 MH
USF #6286
10+93.54
0.0550'
19.000
14.75 (E)
14.50 (NW)
13.500
CB #9
C
USF #6212
3+39.30
40.5312'
19.000
15.50 (SW)
14.500
CB #10
C
USF #6212
5+82.67
25.0000'
19.000
15.50 (S)
14.500
CB #11
C
USF #6212
7+77.75
25.01000'
19.000
15.50(3)
14.500
CB #12
C
USF #6212
9+91.36
25.6373'
19.000
15.50 (S)
14.500
CB #13
C
USF #6212
11+61.73
-42.3479'
18.000
14.50 (W)
13.500
ENGINEERS ® SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
'E 772-340-4990
T 772-462-2455
1www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
m
r
m } O J N
N W
o LL W Z o` Q F- r W W W
�W Ly Mw °o
ry 0_ o
I
[
LINYT. SQ.FT.
LIN.FT. SQ.FT.
LINYT. SQ.FT.
IL
j
1
COMPACTED OR
I
r.
B/ BAFFLE EL. 16.50
STABILIZED SUBGRADE
300
10,000
300
10,000
300
10,000
LIMEROCK BASE
300
10,000
300
10,000
E'
a
SHELLROCK BASE
300
10,000
300
10,000
IF
ASPHALT
PERINSP.
PERINSP
CONTROL
NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A
IL
STRUCTURE
POINT 12" INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A
POINT 12" INSIDE OF THE RIGHT EDGE.
TYPE 'E' BOX
FRONT VIEW
SIDEWALK SLOPES PER ADA
LENGTH MAX. SLOPE LONGITUDINAL
IL
6
<6' 1:12 8.33% WITHOUT HANDRAILS
IL
IL
CAP Bolted
to Alumin. Angle
> 6' < 30' 1:12 8.33% HANDRAILS BOTH SIDES
IL
on 12" Centers
> 6' < 50' 1:20 5.00% NO HANDRAILSIL
JE
NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE
"x3"x u/m
5/TS BoltIE
EXCEED 1:50 (2.0%).
io
m
( yp.)
/' / / An NOTE
'//J SOD ALL DISTURBEll AREAS TO INCLUDE GRASS
e IL
WITHIN THE RIGHT-OF-WAY, MEDIAN, TRANSITIONS
• / ANGLE DETAIL TO PROPERTY LINES AND ANY AREAS DISTURBED
BY CONSTRUCTION ACTIVITY ASSOCIATED WITH
THIS PROJECT. CONTRACTOR TO MATCH
13.3° SURROUNDING GRASS WITH THAT OF EQUAL TYPE.
18" CAP NOTE
NOTE: ALL ELEVATIONS SHOWN OR REFERENCED WITHIN
1. Seal all joints with ram-nek sealant. THESE PLANS ARE BASED UPON NORTH AMERICAN
2. Baffle top to be open. VERTICAL DATUM 1988 (N.A.V,D.). TO CONVERT -
BAFFLE BOX DETAIL FROM N.A.V.D. '88 TO N.G.V.D. '29, ADD 1.475'
IF
TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D.
ELEVATIONS.
F
146'
8"
1/2"CHAMFER SEE SITE PLAN
- -� 3,000 PSI CONCRETES
1 1/4" 1
Pav't =2
6" Base
4
8'
Subgrade
NOTES: 6 I'
1. Use 3,000 P.S.I. concrete at 28 days for construction.
2. Subgrade to extend an additional 6" beyond Type "D" Curb.
3. Type "D" Curb to be constructed in accordance with FDOT Index #300.
TYPE "D" CURB
BASE
COMPACTED SUBGRADE
i_ ...............
SIDEWALK/PAVEMENT DETAIL
N.T.S. SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
z
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0
J
LF
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1-
Z
0
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J
W
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J
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W
p
a
z
°
Ul
a
0
LL
Z
m
a
vWi
w
o
w
W
00
0
w
w
X
row
w
0
N
0
N
0
N
h
N
N
'-
9
0
0
0
J
i
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•
1
Y
7 oR822g70
bFQ
y �217" i 7A �N, 14
74 t
•fin ••--.w �, ���
rr '
10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
S 772-462-2455
16-129
6 O'
0 30
( IN FEET )
1 inch = 30 ft.
w
EX. WATER EL. = 1415
c0RE EX
PHASE 1
GRNDERSTATION
_- _ -_ _
y-----------------------
-------------- ----------------------------
__________________________________________
---EX.TOE OFSLOPE__-_--------___-___-_----_-_------________---------------------------------- --- __._-_-__.-__--:_____ ___ -_ --_ --------
S.L.C. CANAL N
_
EX. TOP - BANK - -- -- ((10 r RIW)
------------------------------------------------------------------
STATION@
.25 INV. EL. 17.50
COAST. 64 L.F.
6" PVC LATERAL
@ 1.0% MIN.
-INDER
.71R
STA' 6+78 07, 40 '
TOP EL 11.50
INV. EL. 11.95
(SEE DETAIL SHEET 11)
Q
DRY RETENTION AREA
I
28,824 S.F.(0.662 AC) 12.7%
MIN. T/BERM EL. 19.6
BOTTOM EL. 15.5
w
SUMP EL. 14.5
o m
CONTROL EL. 14.50
o "'
BLEEDER EL. 17.61
U
Eo
N
'
N 1
I
7493
WAREHOUSE
PCN: 1430-311-0006-000-1
FUTURE LAND USE: MXD
ZONING: IL
10' LANDSCAPE BUFFER
------------------------------------------------- ------
--------------
C.O. INV.
® e
EL. 17.98
- - C.O. INV. ase otz
30 1393 30089 i;�,� �30095 10 LAN
30049 510
m .-....,,..� eoolz _.. ar EL 18.,-_..... _ _ ,._. ....---..... ,...... 13e4
30046 PHASE 1 PHASE 3 46 z3ozs ° -1s -- C O. INV. 18'
�r a oat `B 1" DR-9 POLY 5I 1" DR-9 POLY - 461
011 eo 13 PHASE 3 EL. 18.25 :O 80033
1 30052 WATER SERVICE WATER SERVICE 11 L.F. 6" PVC
aooa6 30053 CONNECTION W/ 1" (TYP') LATERAL @ 1.0% tp t N
30064 eo°ea� CORP. (TYP.) (PHASE 3) (TYP,) (PHASE 3) (PHASE 2) (PHASE 3)
ta45 *005s � ,a1e COTTAGE COTTAGE 1370 COTTAGE
1442
� ACCESSORY
`+,b,a'z3on I SITE 6 SITE 5 GARAGE 2p' SITE 4
30055 PHASE COAST' J , --- I 136 PHASE 2 C.O. INV. i
$fit ;a 1441 -4 C 2" GAl"E PHASE 1 € j PHASE 1 41 1" DR-9 POLY 1T EL 17.73 ! i
CI�r71�y PHASE 1 CONST. 1411 : 2" DR-9 POLY SA 13ss SA
TTrp BSP #4 PER FPUA VALVE & BOX 2' DR-9 POLY SA _ A WATER SERVICE
rsD DETAIL W-6 WATER SERVICE �� Ms '- i e x: 19 WATER SERVICE Mx: 1911
i MH: 19 - - = SA
' ._�_.-. ._..-..� -_� - PHASE 1
.,, --I 41 L.F. 6" PVC GRAVITY SEWER V
Mx 19 i�--'". r};}": L3- .- h C._:i : LATERAL @:i.40%
-.
G ---__ WYE CON. WYE CON. f ' 00 WYE CON. WYE CON. WYE CON. '00 WYE CON. : WYE CUlJ WYE CON. 6+00
wINV. EL. 1339 INV. EL. 1323 INV. EL. 13.18 INV. EL. 13.07 INV. EL. 12.91 INV. EL. 1257 INV. EL 1240 INV. EL 12.59
2300E Ss7 PHASE 1 .-
2301a COAST. SMH #4 ---
zaoos \� 306 L.F. B" PVC GRAVITY SEWER @ 0 40°5
STA: 9+84.08, 20.00 L 141a \\ PHASE 1
14as (484 TOP EL. 19.72 V070 ,.4_ PHASE 1 �'",-_. COAST. SMH #3
�i. 40 L F. 6" PVC C
23007 08 E INV. EL. 13.52 LATERAL @ 1.0% I STA: 6+78.p7, 20.00' L
(n.p) TOP EL. 19.55
1480 � N INV. EL. 12,20
RV RV \\ `trt.c' kV RV E INV. EL. 12.30 RV
rel1�AA�!=z!.1rcv:nlnn(�] 1 s , ° RV RV RV W INV. EL. 12.30 Sll E 5 RV SEWER SITE 12- -- \ SITE 11 SITE 10 SITE 9 SITE 8 fiPHASE 1 >ITE 7 SITE 6
CONNECTION \
"7 (T1'P') RV WATER 740' ` 4SERVICE (24gMINLCOVER)R t34s�g�.��qt,
CONNECTION 23012 `e,rta" ���
30063 WV WV 'Wi°s'419
PHASE 1 z3o1s 1358
+ 1479 23014 30016 30015 4 *K 4$
N 94 L.F. 6" PVC 15' LANDSCAPE BUFFER 23017 ,�(
LATERAL @ 1.0°/n 14
565 2301 23015 1348 AZ7 018
E71'bRA1RA - ®e a .eeal� ia'1's' .' � 9-51 55 L 94'I
• \D RIM=1760 >
486
.......,Cilia eltt3i1.83Et(t; ,i ,. 14.Is1t. s .i=(!Sl?1tY.'Yi'.l.ie:. "!1°l1SN.isI „ ...._ _ .,. .. ,... _ .......____. _._, .._ ..._ .. ......._ .._ ,_..__ .,. ...,,.,. ,_.,.,.,,_, _ . • _ _ _ - _ • _ • _ • _ . _ . _ . _ . _ . _ . _ . _ .. .
L _ _ _ d
EX. B"PVC WATER MAIN .�-,-� _. _ ��-._ _._ _. _. _. _.-. _. �.-.-. _- _._ _
e 15 IDE
PHASE 1-CONST. PERORB 765 G. 226 EASEMENT
(1)8x6"WET TAP STEEL BLVD.
a - (1) 6" GATE VALVE & BOX
(1)6" FIRE HYDRANT ASSY. (PRIVATE ROAD) : X. ASPHALT ROAD
- :
TOE SLOPE
J
- - NORDLLINE-OF- _
--E%- _---
_
------------- - -
- - - - - -
Q
- - - - -^ THE SOUTHWEST V4 OF
SECTION 30 TOWNSHIP 34 SOUTH
U
RANGE 40 EAST
EX, TOP OF BANK
-----------------------------------------
S89°51'51"E 1283.17' 80032
VACANT
! PCN:1430-311-0007-000-8
FUTURE LAND USE: MXD
ZONING: IL - CO
-----------------------------------------------------------
.-......_-_- W
10LANOS
_ - 46 399
80022 CAPE BUFFER
10 LANDSCAPE BUFFER
1478
,_..__._a .,..,... 1384.. , __.30095 984 __..... .......... . _........... .............._........
1 , 402
EAST LINE OF
THE WEST 1/2 OF
SECTION 30, '•��
----- -_---- TOWNSHIP 3450UTH,- J
RANGE 40 EAST 2
--------------EX.TOPOF BANK - - - -
(�
PHASE 1
PROVIDE 4" CASING
PIPE FOR 2" POLY -
1299 DR-11 FORCE MAIN 1279 -
tzel
COV RE A !V .. E
• � COAST.
(1) 2" GATE VALVE & BOX
(1) 2" 90' ELL
uj
Z
PHASE 3 1,283 L.F. 2 POLY DR-11 FORCE MAIN 1 I 7s
i GRINDER STATION 461 . I I
1" DR-9 POLY
STA: 6+78,07, 40.71' Raoo33 ; WATER SERVICE
® x 95.30 22 67 57.32
TOP EL 20 50
J INV EL 11 .5 PHASE 3 PHASE 3 PHASE 3 t �® : a w i AIRPORT
( ) (PHASE 3) (TYP.) ( ) ( ) ® o A 277
COTTAGE COTTAGE COTTAGE COTTAGE s a+ v?,
SITE 4 SITE 3 SITE 2 SITE 1 ) 1
Some (PHASE2) %1
1 PCN: 1430-131-0001-000-4
z ao7 ® DORMITORY BUILDING 3so itI FUT�ONINGRE LAND USE: T/U
p _ _ ( _ _ --- s -- - !n1s"'' PHAS 2 - FLOOR AREA = 6,558 S.F.
4C • j PHASE 1 I POOL F.F.E. =21.00
z ,ass SA V 760 L.F. 2" DR-9 POLY WATER sA, 5 ,+ 'F''7 j tt"
❑ Mx: 14 �.? i SERVICE (24" MIN. COVER) i ,.,',z,."' A DEi'i� PHASE 2 PHASE 2 1275 s it sl
� 1 i MH: 19 MP 1e .,,' ® C.O. INV. C.O. INV. U
°z 61 L.F. 8"PVC - - - - _.; [tr+,. EL. 17.0 EL. 17.0 o
. r 94.46
...GRAVITY SEWER O I O4 /1 '' `T r,A • li
@ 0.409% 6 : : PHASE 1 1,9
., i..:. r° , y r, ,i i.. i y li; rl ' ).§'<. COVERED ( VETim ry g I
,a" , .�,. ,,s:. t i.,.:: i ::..I i.I L: .I ,..i i.Il,. i, ...: ,
IT,
H"I ., L. 6i I -E; }7 • tr,,) .i sI ra :.�... : ,i. s,., I41 LF. 6 PVC .. .. U WYE CON.WYE CON. WYE CON ) WYE CON. LATERAL @ 1.0%' WYE CON. WYE CON �(\ la "`"" . �}( Cp ' I
z-/ i•>C $A 26 ENTRY ( ( PORG[
V. EL. 12.76' TYP. !INV. EL. 13.11 INV. EL. 13 50 lJ -° '
m l INV. EL. 12.40 INV. EL. 12.59 . ! INV. EL. 12.60 IN ( ) ": A
w WYE CON. WYE CON. ° _A STi
w NV. EL. 12.89 INV. EL. 13.27'`•' PHASE 1q
o 750 GALLON GREASE PHASE 1; 29 L.F. 6" PVC
---- -- GREASE TRAP LATERA
z 305 L.F. 8" PVC GRAVITY SEWER @ 0.40% �= O 4' INTERCEPTOR @ 1.0% : `+;! sl 1 E%. 8" PVC WATER MAIN
PHASE 1 PHASE 1 WYE CON. a., TOP EL. 20.03 PHASE 1 z3oas
� CONST. SMH #3 40 L.F. 6" PVC -x PHASE 1 'e „ , - 37 LT. 6" PVC --
r 23003 ° INV. EL 13.43 : 4p; 6 L.F. 8 f ✓C GRAVITY -�� PHASE 1 i.
rn STA: 6+78.07, 20.00 L LATERAL @ 1.0% CONST. SMH #2�, TY SEWER LATERAL.@ 1.0% t
z
:. P TOP EL. 19.55 (TYP.) ,` STA: 3+73.08, 20.00 L '� , @ 0.40! _� COAST. SMH #1 ? ,
z PHASE 1 3002;;., 1 > -N )) STA: 1+26.51, 2.00' R
a :: N INV. EL. 12.20 23001 TOP EL. 19.33 O
1 DR-9 POLY RV RV RV RV RV `'
m RV E INV. EL. 12.30 E INV. EL. 13.66 CFO.SINV: EL. 16.60 TOP EL. 20.03 I�
a WATER SERVICE q SITE 3 SITE 2 SITE 1 PHASE 1 W INV. EL. 14.60 ;
SITE 6 W INV. EL. 12.30 SITE 5 SITE PHASE 1 W INV. EL. 13.56 O
z CONNECTION TYP = ( 211 L.F. 2" DR-9 POLY WATER 2 C O.iNV. EL 16.35
w ( ) 311 L.F. 2 DR-9 POLY WATER
m SERVICE (24" MIN. COVER)
1 e SERVICE (24" MIN. COVER) WV I
❑ ~ _ ` PHASE 1 CONST. o-O sxC-O
z PHASE1LY �, 419 RV SEWERAX CONST.PHASE1 \BSP#3 PER FPUA we ?3 MI' 2a
` CONNECTION p o DETAIL W-6 v o li <I
rn WATER SERVICE a1s (2) 2" GATE VALVE / PHASE 7 - CONST.
(TYPO 23021 I
4wget & BOX : (3) 4' M,.I, 90" ELL
a' RV WATER 1341 23019 (1) 2" TEE > PHASE -1 - CONST (1) 4' DDCV, PIV, & FDC m
(D 348 23018 1 4 CONNECTION 36o1z 40- y1 ` iris " (1)8'1 WET TAPTEE
w _ _ PHASE 1 COAST. 'TYP.) -1 - 23020 -� \ 1) 6" GATE VALVE & BOX ? I zl
❑ BSP #1 PER FPUA ( °
4e 1 6" FIRE HYDRANT ASSY PHASE 1 - CONST. - I
❑ PHASE 1 COAST __ •► O
z (1) 2" TEE .. ..._.._�. -.... �. _. DETAII W 6 - - .� -Ex CATCH _ _ ^+.,.. 412 ` (1) 8"x6" WET TAP 34 • s -
a.-,_.-,_._.-.-.-._._.-._._._._.-._.-. .-._
vl (2) 2" GATE VALVE - • -' - • EX. B PVC WATER MAIN O.R. BOOK 459, PAGE 2756 t3ASRJ ^� `S74 °$0,3 30�08� , E%. 12"z18"
a $BOX _PHASE 1 COAST. _ ____ -- P.R S L.C) ____ __-____ ____ _ 1" -"- _"- - (1) 6" GATE VALVE &BOX =RCP
____ _____ _ ( --_ - \ E 11$, 30010 PIV '
w 1 8" x 2" DOUBLE STRAP SADDLE --___ \ ��� 3000s'. (, .,,_ (1) 6" M.J. CAP iryv=,ass' ! ® !
V r RI -= a t
( ) 15LANDSCAPEBU ER
O �.....� os11 FDC DDCV .," " 1 I i EX. WATER VALVE
1 2" CORPORATION "� (1) BSP #2 I h i tt s
U (1) 2" CURB STOP _ d__-___'_ . ! s
w (1) 1.5" WATER METER . tT a L° S89°51'55' E 229.78'
;,..,,, I i -ON PAD RIM=20.86'
x. A; 1 1.5" RPZ ..PER Op- _ -� _
( ) ORO�S'--� �..,- _ -_- r-........ .._. _ ..-._ , _. .,.,... ._._.. ._��Ex. NO -.. ... 1
: I/
_ - 29 L.F. 2" SDR-9 POLY WATER SERVICE --_____ _ ______________________-_________ s, a,. ____ - .
F- ____ __ 226 --_ E%8'PVC AER MAIN SIGN - i µW/y�y11I
_. _. iSIGN ASSIN� ---__ 76
W --------------
_________________
� . EDGE OF PAVEMENT
w Ex. CATCH '- NOTE: r II ® '
F „°`�BASINE,y : PROPOSED 106 L.F. 4" OR 6" FIRE MAIN. CONTRACTOR �' �'�a �4 ���%�, : - a
11
-.-�
F J .-�.-.- - TO VERIFY PIPE SIZE & TYPE FOR FIRE MAIN, DDCV, PRIVATE ROAD m i I
_......, _ .._._......._ _ ._ _.._ _.._ .......... . .......___ �, - - _ _ �. _ _ �_ ._ -_ .....,_...... _ _ � v _ � -'_.�:..„„,,,,� a : PIV, & FDC WITH FIRE SPRINKLER CONTRACTOR. ( )
.. - z
EX. EDGE OF PAVEMEN I
-___________ ______-___________________ II
II
VACANT U -~ ` ~ems, t 's' Ex. NO FIRE LINE & FIRE CONNECTION TO EX. 8" WATER MAIN N m `.. j
PCN: 1430-311-0007-000-8 ' "^•-..,, �SIGN SPASSING TO BE CONSTRUCTED IN PHASE 1. DDCV, PIV, FDC WILL ? `mil
FUTURE LAND USE: MXD
ON PAD
CLUB HOUSE.
o ^ „ o' ! EX. FIRE HYDRAN
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PROPOSED PAVEMENT
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PROPOSED CONCRETE
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA
CALL TOLL FREE
1-800-432-4770
IT'S THE LAW!
SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC.
SLC PROJECT
NUMBERS
MNSP 420175121
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ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
15,00
6"MIN.
THE ST. LUCIE, COUNTY WATER & WASTEWATER
CONSTRUCTION STANDARDS & FPUA DESIGN &
14,00
PROP.B"GRAVITVSE ER MAIN INV. EL.13.7t
CONSTRUCTION STANDARDS DETAILS AND
SPECIFICATIONS, LATEST REVISION, AND WITH ALL
73.00
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PROTECTION RULES AND REGULATIONS.
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SCALE .;"=3,V
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20.00
15.00
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EL. VARIES 21.4 - 21.6
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PROP. 2" POLY DR-11 FORCE MAIN
FORCE MAIN CROSSING
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SCALE: V = T H
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ENGINEERS ® SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
R 772-340-4990
R 772-462-2455
'0 www.edc-ine.com
F.B.P.E. CERTIFICATE OFAUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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772.462.2455
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12" MIN. 15.00 PROP. 2" POLY - 7&00
WATER SERVICE ---------------
3D ,<°° ,4.60 16-129
12" MIN.
13.00 13.00
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/ OUPLEX GFCI CONVENIENCE RECEPTACLE. MOTOR STARTERS WI IT Intxmluwenweu rnule,.,,uiv,
MNO-CFF-AUTO SWITCHES, RUN LIGHTS, NON-RESETTASLE EIAPSED TIME METERS, AND OIL SEAL FAIL INDICATION
FORFACHPUME, LIGHTNING ARRESTOR, SURGE ARRESTOR, PHASENOLTAGE MONITOR. OUPLEXALTERNATOR WITH MODE SELECTOR.
12VDC BATTERY-&1CKUP HIGH WATER ALARM LIGHT WITH HORN, SILENCE AND TEST, AND INTRINSICALLY.SAFE FLOAT CONTROL.
2) CONTROL PANEL TO REMODEL NUMBER 4XSSIM-2021-A7C01EGHM02RE V AS MANUFACTURED BY HYDRO PUMPS, INC.
3) BOTTOM OF CONTROL PANEL TO BE MOUNTED ATIABOVE 100 YEAR FLOOD ELEVATION OF XXX
4) TOP SLAB TO BE LOCATED ATIABOVE THE 25-YEAR FLOOD ELEVATION OF X XX
5) PANEL TO MANUFACTURED AND LABELED IN ACCORDANCE WITH UL STANDARDS FOR SAFEW SOM8688A
6) ELECTRICAL SYSTEMS AND COMPONENTS IN MWWASTEWATERWET WELLS SHALL COMPLY WITH CURRENT NEC CODEREOUIREMENTS
FOR CLASS 1, DIVISION 1. GROUP D LOCATIONS. IN ADDITION, EQUIPMENT LOCATED IN THE WET WELL SHALL BE SUITABLE FOR USE
UNDER CORROSIVE CONDITIONS
EYSCONDUITSEAL AWMINUMBASINCCESS DOOR
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PUMP STATION SECTION VIEW
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PUMP TYPE
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NUMBER OF PUMPS
2
FLOW RATE GPM
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HYDRO PUMPS, INC. "
6512 NW 13TH COURT MAIN G
PLANTATION, FL 33313 DISCONNECT
TO HE
(954) 583-3303 PROVIDED
L1 BY OTHERS
DUPLEX SUBMERSIBLE LIFT STATION L2
FIBERGLASS WET WELL 8, VALVE VAULT
PUMP MAKE/MODEL: MYERS WGX20 "
LIFT -OUT MAKE/MODEL: MYERS SRAX125
J- LL 6 BE i
GR 60AMP
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INN-INTRRINSICALLY
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34 1 36 1 37 38 1 41
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5 - GREEN IF THE NATAL CLASS II GROUPS E,F G
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48" 7 - PURPLE M1 M2 CLASSIN
8 - GRAY Hl"'InP151-1
9 - WHITE 12 FLA 12 FLA 2 HP 2 HP MAXIMUM CABLE LENGTH IS 1000 PT.
F91 FS2 FS. F54 SWITCH CONTACT SHALL BE ANY NON -ENERGY
STORING OR GENERATING MECHANICAL SWITCH-
.. TYPE DEVICE CONTAINING NO CAPACITANCE OR
RUMPS IFAD IAG HIGH INDUCTANCE.
OFF ON ON LEVEL
T NOTE. ALL CONDUITS TO ENTER FROM BOTTOM ONLY FLOAT FLOAT FLOAT FLOAT
USE COPPER CONDUCTORS RATED 60deDC IF RATED LESS THAN 100 AMPS, 75deDC IF RATED 100 AMPS OR MORE
TERMINAL TIGHTENING TORQUE REQUIREMENTS FOR FIELD WIRING TERMINALS ARE AS FOLLOWS/ 35LB-IN FOR N18- 2 7 2 7
N10 AWG, 4"-IN FOR N8 AVG, 45LH-IN FOR N6-N4 AWG, AND SOLH-IN FOR N3 RWG AND LARGER a RPL3 ! SF2 3 84 PL4
TERMINAL TIGHTENING TORQUE REQUIREMENTS FOR #18 AWG PUMP CONTROL CABLES AND FLOAT CABLES ARE 20LH-IN 1 SFI 3 R
40" CAUTION - MULTIPLE POWER SOURCES ARE PROVIDED WITHIN THIS CONTROL PANEL. MAIN AND EMERGENCY CIRCUIT H3 E6
1 BREAKERS ARE MECHANICALLY INTERLOCKED TO PREVENT SIMIILTANEDUS OPERATION. DISCONNECT ALL _ 5 6 8-
POWER SOURCES BEF13RE SERVICING:
WARNING - USE OF THE FOLLOWING COMPONENTS IS DEPENDENT UPON THE ADDITIONAL PROTECTION AFFORDED BY 13 14
THE GROUND FAULT CIRCUIT INTERRUPTER AND THE OVERCURRENT PROTECTIVE DEVICE PROVIDED.
0O NOT REMOVE ON DEFEAT THESE PROTECTIVE COMPONENTS. THE GROUND FAULT CIRCUIT INTERRUPTER
SHOULD BE CHECKED PERIODICALLY FOR PROPER OPERATION.
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DUPLEX RECEPTACLE PASS N SEYMO,R 1595TRWRW
HYDRO PUMPS, INC. MISSIONARY FLIGHTS DATE: 5L7/18 REV: 0 HYDRO PUMPS, INC. MISSIONARY FLIGHTS DATE: 5/7/18 REV: 0 HYDRO PUMPS, INC. MISSIONARY FLIGHTS DATE: 5/7/18 REV: 0
6512 NW 13TH CT. DUPLEX PUMP CONTROL PANEL BY: JR CH: 6512 NW 13TH CT. DUPLEX PUMP CONTROL PANEL BY: JRR CH: 6512 NW 13TH CT. DUPLEX PUMP CONTROL PANEL BY: JRR CH:
PLANTATION, FL 4XSS/M-2021-A7CDIEGILM02RSV DWG: APXX18 SHY: 1/4 PLANTATION, FL 4XSS/M-2021-A7c01EGILM02RSv DWG: APXX18 SHY: 2/4 PLANTATION, 3 aXSS/M-2021-A7CDIEGILMD2RSV DWG: APXX18 SHY: 3/4
(954) 583-3303 (954) 583-3303 (954) 583-3303
WARNING TAPE 2"X2" STAKE
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PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
T 772-340-4990
'M 772462-2455
W-X40'X36^1I1ERGLASS
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A
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20.50
FT NAVD
B
GRADE ELEVATION
20.25
FT NAVD
C
INLET INVERT ELEVATION
11.95
FT NAVD
D
ALARM FLOAT ELEVATION
11.95
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LAG FLOAT ELEVATION
11.45
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LEAD FLOAT ELEVATION
10.95
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G
OFF FLOAT ELEVATION
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BOTTOM ELEVATION
8.50
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PRESSURE GUAGE
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NOTES:
NN LIGHTNING ARRESTOR MOUNTED ON
BACKPANEL BEHIND BREAKER FRAME
LOCATED OUTSIDE cGRE AREA
IN SURGE ARRESTOR MOUNTED ON BACKPANEL
BEHIND BREAKER
FRAME
IBE
TO METER LOCATED IN GREEN
1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AND SHALL CONSIST OF IN -SITU
BILL OF MATERIALS
BM/BE MAIN/EMERG BREAKERS
EEEC
TSM2003HH2AA
AREA OUTSIDE FENCED AREA
GRANULAR MATERIAL OR APPROVAL MATERIAL. UNSUITABLE IN -SITU MATERIALS SUCH AS
BI/B2 PUMP BREAKERS
SQUARE D
QOU220
MUCK, DEBRIS AND ROCK SHALL BE REMOVED.
BC CONTROL BREAKER
BR RECEPTACLE BREAKER
SQUARE D
SQUARE D
QOU115
QOU115
PIPE
2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE
REC DUPLEX GFI RECEPTACLE
PASS & SEYMOUR
1595TRWRW
FENCE
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U0A-240-ALARAP
S.S.uNISTRUT
GR GENERATOR RECEPTACLE
APPLETON
ADR6034RS
316 S.S. AT U-BOLTS
4. BACKFILL SHALL BE DONE WITH APPROVED MATERIAL, CLEAN AND FREE OF ROCKS, MUCK
RO DPDT RELAY, 120VAC
IDEC
RR2PUC120VAC
12-18
AND OTHER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES OF THE PIPE
S1/S2 PUMP STARTERS
TELEMECANIQUE
LCID18G7
USING MECHANICAL TAMPERS 70 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99.
OLi/2 THERMAL OVERLOAD RELAY
TELEMECANIQUE
LRD21
1/4" CHAMFER POST BASE
' SC START CAPACITOR
MYERS
23499C000
(ALL AROUND)
5. BACKFILL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT
RC RUN CAPACITOR
MYERS
23499C000
ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO
I SR START RELAY
MYERS
23499C000
T 99.
BATTERY CHARGER
INGRAM
FLC-2207
3/8" STAINLESS STEEL WEDGE
BATTERY
INGRAM
B1205AH
TYPE GONG. ANCHORS
6. A. WHERE PAVEMENT IS TBE CONSTRUCTED OVER THE PIPE, THE REMAINING BACKFILL
AL ALARM LIGHT, 12VDC
INGRAM
LRX-25
SHALL BE COMPACTED N 6 INCH LAYERS AND COMPACTED TO 98% MAXIMUM DENSITY
I
HORN ALARM HORN, 12VDC
INGRAM
AH1224D8G
PIPE SUPPORT DETAIL
AS DETERMINED BY AASHTO T-180
SIL SILENCE
CONTROL CONCEPTS
PBO
TEST ALARM TEST
CARLING
IDEC
6FA54-73
RR2PUC12VDC
NOTES:
B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE, THE REMAINING FILL
R1 DPDT RELAY, 12VDC
ISM ISOLATION MODULE
DIVERSIFIED
IS0120ACE
SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY 95% MAXIMUM DENSITY AS
R2/3/4/5 DPDT RELAY, 120VAC
IDEC
RR2PUC120VAC
1. ALL ABOVE GRADE PIPING SHALL BE BRASS. FITTINGS SHALL BE BRONZE.
DETERMINED BY AASHTO T-180.
i ALT ALTERNATOR
' SWI/2 HAND -OFF -AUTO SWITCH
DIVERSIFIED
CONTROL CONCEPTS
ARB120ABA
SS03
2. ALL JOINTS SHALL BE THREADED.
7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS
i HT E METER
CONTROL CONCEPTS
CONTROSYRELEL
FVLU120PLLGN
FVLU1A
3. MIN. 24" CLEARANCE BETWEEN RPZ BACKFLOW PREVENTER AND CONTROL PANEL REQUIRED.
COVER: UP TO 8" PIPE IS 30" COVER; 10" TO 12" PIPE IS 36" COVER; 14" AND
PLS/22 PILOTED
8, MINIMUM
I SFI/2 OIL SEAL FAIL RELAYS
SL53215-6-BG
4. THREADED AREAS OF CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRAL WRAPPED
LARGER PIPE IS 48" COVER.
PL3/4 OIL SEAL FAIL LIGHTS
ENC PANEL ENCLOSURE
SELECTA
HAMMOND
HW36301OSSHK
WITH TWO WRAPS OF TEFLON TAPE.
1 ""'1".""
SI'. 1,UC1:E COUN'Cl'
nrrRs�Ynfi rrAx .n'rrR
WASHDOWN HYDRANT
AT LIFT STATION
MoNFAMBEROMM
`"
S'T. LUCTE COUNTY
WATER&WASTE ATGR
TYPICAL TRENCH
DETAIL
HYDRO PUMPS, INC.
MISSIONARY FLIGHTS
DATE: 5 7/18 REV: 0
13TH CT.
BY:
Jk CH:
a
®
CONSTRUCTION
6512 NW
PLANTATION, FL
DUPLEX PUMP
CONTROL PANEL
DWG:
APXX18 SHT: 4/4
CONSTRUCTION
STANDARDS
M M9: PRO OECEMBR R015 dUWWO NWI
5-21
GTE RPO V: MCENBA 3015 O NC HVMB R: G-5
' (954) 583-3303
4XSS/M-2021-A7CDIEGILM02RSV
STANDARDS
SMH #4
STA: 10+04.08, 20.00' L
TOP EL. 19.72
326 L.F. 8' PVC.
Q DA13%(MIN.)
10+00 ---- --- 9+00 8+00
SANITARY SEWER PROFILE SMH #4 - SMH #3
SCALE: 1 =30' H
1"=3' V
SMH #3
STA: 6-78.07, 20DU L
TOP EL. 19.55
7+00
z�
a SCREW
W w CAP W/ F-1
a g PLUG
x w RISER
-w 4"-4:i-..
o w P.V.C.
N ELBOW
P.V.C. CAP AT
SC LUCII. CUU NTY
WA7ITt4WILKWATER
-
CONSL6UC7ION
STAND ARDS
MATCH EXIST. SURFACE
\�--#4 BAR CONY.
--CONCRETE ALL AROUND
(3000 PSI MIN)
-ACCESS BOX AND LID
ONE CUBIC YARD OF CONCRETE
/ ENCASEMENT. KEEP CLEAR FROM
HORIZONTAL PIPE
-45' P.V.C. WYE
SEWER SERVICE CLEANOUT
MIS APPROVED: DECEMBER 2015 M.N. NOMBER:
21.00
T/BANK NOTE:
20.00 _ _ _ �EL. 20.0± CANAL ELEV.'S TAKEN FROM VELCON
GROUP, INC. SURVEY JOB No. 04-762
19.00 \
18.00 \ T/BANK
\ EL. 17.2±�
n.00 \
1600 \ /
\ /
Z \ /
15.00 /
1~i. \T/SL\ BOTTOM CANAL EL. EL. 1141±
j 1400 1/SLOPE VARIES 13.5-14.1
w 13.00
EL. 12.30 48" MIN.
NV. 00
COVER PROPOSED 2" POLY
10.00 DR-11 FORCE MAIN
9.00 FORCE MAIN CANAL CROSSING DETAIL
8.00 SCALE: 1" = 10' H
V= TV
a
LATERAL M
N
MIN. SLO_P_E
�T
TYPE "B"
1/8"�FT
_ _
BEDDING /
PROPERTY LINE
(TYPICAL) --
E BRANCH
-ANGLE VARIES4DAL
6"X6"x4"X4"
G AND BEND ASP.V.C.
"Y" FOR
SEWER
DOUBLE CORN.
MAIN
-TYPE "B-2"
I COMPACTED SPROPERTY
LINE
O WYE & CU)
CLEANOUT
SEWER
MAIN
MAIP.V.
WYE OR T-
1
4" SINGLE CONNECTION
WATERTIGHT
P.V.C. STOPPER
W/ STAKE
VARIES
(TYPICAL)
CLEANOUT
NOTES:
1. INVERT OF LATERAL TO BE 36" FROM FINISHED GRADE EXCEPT ON
WATER 1. LINE SIDE "
OF STREET R/W WHERE IT SHALL DROP TO 48" AS SOON AS DEPTH
OF SEWER MAIN
PERMITS.
2. INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OR
OPPOSITE WYES AND
RECORD LOCATION.
SC U L(IT COUNTY SANITARY SEWER
WA7I R L4 W 1STLLWATER LATERAL DETAIL
CONSTRUCTION
STANDARDS
BATE APpRO"ED: DECEMBEx cols R. xWBER:
2'-6" - I
611
HIGH LEVEL LIGHT
NEMA 4X SEA INLESS STEEL
VISIBLE FROMM STREET
USED DISCONNECT
(V
DISCONNECT HANDLE SHOULD
STAINLESS STEEL CONTROL
O
O
BE LOCATED AS SHOWN
PANEL (SEE NOTE)
DISCONNECT
.e
SCH 80 UV RESISTANT
VC CONDUIT AROUND
"MIN, CONDUIT SEAL OFF TO BE
SIDE OF PEDESTAL
PLACED WITHIN 1&' OF
1 #6IN }'CONCUR
G
ELECTRICAL ENCLOSURE
i0
(SEENOTE#5)
.
13-lp REQUIRED)
'T" HOSE BIB
(SEE NOTE 02)
NEMA 4X- 24-L X WIN X WH
6^
JUNCTION BOX WITH TERMINPL
STAINLESS STEEL
TRIP WITH BACK PLATE
p
STRAPS
(V
APPROVED MECHANICAL
CONNECTOR
UV SCH BO PVC
FINISH
GRADE
1
(`
_____---_
_
i i ii
y A II
'
iii
i'14
L_-___�-
%
ems_____
SWEEP
TO WET WELL
TO POl
ii
i V
TO POWER
(SEE NOTE#1)
-
SOURCE
PROVIDE TH
EE2"6EPARAIE
SOURCE
I
1 PROVIDECONCRETE
CONDUITS FOR MOTOR CABLES AND
I_PEDESTALW/#4
LIQUID LEVEL REGULATOR CABLES.
,E
REAAR I2'O.0 IIICONDUIT
SHALL BE SCH 80 PVC.
(SEE NOTE#5)
t'X 10' COPPER GROUND
L___________ ---I
ROD
REAR VIEW SIDE VIEW
NOTES:
1. THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OF THE WET WELL SHALL BE A MINIMUM OF 6'.
2. A BACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER ST. LUCIE COUNTY UTILITY DETAIL 5-21.
3.° SEALED WITH CHICO COMPOUND.
4-THE PEDESTAL, CONTROL PANEL AND RELATED COMPONENTS SHALL NOT BE PAINTED.
I r
OI PROJECT
SL P
S. THE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DRAWINGS BY TI IE FOR.
NUMBERS
MNSP 420175121
DUPLEX GRINDER SYSTEM
CONTROL PANEL - PEDESTAL DETAIL
RZ 420175120
u www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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10250 SW VILLAGE PARKWAY, SUITE 201
PORT SAINT LUCIE, FL 34987
772-462-2455 ,
16-129
11 OF 15
2' .Elf I ELE-"SE VALVE -- - -;
FA:,
VENTE.i A%V EN`lEOSURE (13L'-E RJR WATER �? ! EL
AND F'ANTONE PURPLE 522C. FOR 'i ` RIGHT PRIVATE
RECLAIMED" (SEE NOTE 4) OF 'WAY ROPER7
Green far Sewer 12" FAN
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0 2 SQUARE LI17 ..'
'vA'ilES (SEE NOTE i) "-- 2" FIFE
❑ M)TES
z
a 1, OFFI;ET I71(TA4'.;E TO BE FIELD DETERMINED AND AS CLOSE TO THE RIGHT OF WAY AS
z
0 FO .SIRLE AN'? CLEAR OF PEDESTRIAN WALKWAYS, IF PIPE AT RIGHT OF WAY UNE. NO
S CFFSET REGUIT;E_�.
a ACt VE 'DETAIL APPLIES TO A 2" AR,', FOR LARGER ARY'S, PIPE DIAMETER SHALL 3E
EfauAL TO THE SIZE OF THE ARV.
2 3 .ALL PIPING, 1' LJES', AND APPURTENANCES TO RE BRASS OR 316 SS EXCEPT WHERE
A SPE' ,IFIEI' f>THEWI=:E.
4, THE ENCLOSURE VENT W,5T RE CAPABLE CF ALLOWIMd AT LFArT THE SAME AMO LNT I'f
3 AIRFLOW AS THE VALVE,
O ST LUCIE Cou-NTk
3 _ OX
W(POTABLE 1 RECLAIMED)
& WASTEWATER VALVE AND IME
b)
CONSTRUCTIONN
STANDARDS imre N:Sn::nElU .nEuaEe sn:.a-:w.wM: N.w+m: G-IS
g
OSEE MANHOLE
0 FRAME AND
rn NON -SHRINK GROUT COVER DETAIL
zFINISHED GRADE ASPHALT
O
z
a 6" MIN
J
SUBAQUEOUS MAIN
y CROSSING WARNING RAISED LETTERS (ST. LUCIE COUNTY
CROSSING SIGN AS REQUIRED CR033IN UTILITIES) 1" HIGH, FLUSH WITH TOP OF
BY DISTRICT ARV (AIR VALVE A D COVER
ARV (AIR VALVE VAULT NOT SHOWN BE FRAMMACHINED VOR ER SHALL
AND VAULT NOT FOR CLARITY) GROUND TO SEAT FIRMLY
CAST IRON FRAME AND
SHOWN FOR E.M.S. COVER U.S. FOUNDRY TYPE AND PREVENT ROCKING
CLARITY) .MARKER 227-AS OR APPROVED EQUAL
WATERWAY (TYPICAL) �-
\ DESIGN
SECTION ;
SEE O 4 0" MIN SEE SANITARY SEWS
NOTE 5 COVER NOTE 5
RAISED LETTERS
RAISED LETTERS (2015) 1" (SANITARY SEWER) 1" HIGH
HIGH FLUSH WITH TOP OF 1 FLUSH WITH TOP OF
COVER UPDATE TO YEAR OF COVER
OLATION CASTING/AL2 NON PENETRATING
SEE V"VALVE PICK HOLES
ETTING REQUIRED
SEE NOTE 6 ETAIL" (TYR)
GROUT GROUT
NOTES: (PLEASE REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL REQUIRE ENTS)
1. IN SOME CASES AIR RELIEF VALVES MAY BE REQUIRED.
2. EXACT LOCATION AND NUMBER OF BLOWOFFS, VALVES, SIGNS, AND E.M.S. IMIARKERS TO BE
DETERMINED IN THE FIELD BY A DISTRICT INSPECTOR.
3. IF WATERWAY IS NOT CUT TO THE DESIGN CROSS SECTION; THE 4'-0" MINIMUM COVER NOTES
SHALL APPLY TO THE DEEPER SECTION, WHETHER EXISTING OR DESIGN.
4. ISOLATION VALVES MAY BE DELETED ON SOME FORCE MAIN INSTALLATIONS. ENGINEER OF 1. MINIMUM WEIGHTS: COVER - 190 LES., FRAME - 220 LBS.
RECORD SHALL OBTAIN WRITTEN PERMISSION FROM DISTRICT TO DELETE PLUG VALVES.
2. FRAME AND COVER SHALL BE U.S. FOUNDRY 227-AS OR APPROVED EQUAL.
5. PIPE SHALL BE RESTRAINED FOR A MINIMUM DISTANCE OF 60' FROM EACF TOP DEFLECTION. SEE "PIPE RESTRAINT TABLE" DETAIL FOR ADDITIONAL RESTRAI T DISTANCES. 3, MANHOLE COVER SHALL HAVE THE WORDS ST. LUCIE COUNTY UTILITIES SANITARY SEWER„,
AND THE YEAR OF THE CASTING CAST IN METAL. LETTERING SHALL BE 1" HIGH AND FLUSH
6. WHEN THIS. DISTANCE EXCEEDS ONE LENGTH OF PIPE THIS DETAIL DOES NOT APPLY AND W/ TOP OF COVER,
CLASS 56 DUCTILE IRON BALL & SOCKET PIPE SHALL BE USED FROM VAWE TO VALVE.
DEFLECTION OF BALL & SOCKET PIPE NOT TO EXCEED 15' 4. MANHOLE COVER SHALL MEET H-20 TRAFFIC LOADING.
7. FOR WATER MAINS 1" PERMANENT TAPS SHALL BE PROVIDED ON BOTH SIDES OF THE
ISOLATION VALVE CLOSEST TO THE SUPPLY SOURCE.. 1" POLYETHYLENE TU13ING AND CORP
STOP SHALL BE EXTENDED FROM EACH TAP TO AN APPROVED METER BOX
..,... _ ... _........ ST. LUCIE COUNTY SUBAQUEOUS CROSSING ---. ,-- ST. LUCIE COUNTY
WATER & WASTEWATER MANHOLE FRAME AND
CONSTRUCTION " WATER &WASTEWATER COVER
CONSTRUCTION
STANDARDS ------ - STANDARDS
MTE MPRWED: pECEMpER 2015 0 G NUMBEfl: G-2 1 pt1E µpR04Ep: pECEMBEA R015 ORVYMp NUMBER: S-3
SEE MANHO E FRAME
COVER DETAIL
NON -SHRINK GROUT
FINISHED GF4DE
6" MIN
PRECAST ADJUSTING FINISHED PAVEMENT
' RINGS (6" MIN TO 12"
z x , z
.
2'-0' MAX.)) VARIABLE ADJUSTMENT
,
MIN. PRECAST REINFORCED - CONCRETE ADJUSTMENT °J -
o CONCRETE SECTION (KEYED RINGS ry p
•� p,l TO LOWER WALL) J la
STANDARD PRE - FLAT TOP
SEE MANHOLE /LIFT STATION
w/ ECCENTRIC OPENING
8" 4'-0" MIN SEGMENT JOINT SEALANT
g•' 4'-0" MIN
8"
JOINT SEALANT DETAIL
1,2,3, OR 4'
GROUT (SEE INVERT FLOW
PRECAST CONC. 'MANHOLE
w
LENGTHS AS
�a CHANNEL DETAIL)
REQUIRED
6" MIN
GROUT (SEE INVERT
>
PRECAST BASE SECTION
FLOW CHANNEL DETAIL)
6" MIN
6' MIN
6„
a^
8" MIN
e
12" OF COMPACTED
NO 57 STONE
NOTES;
1. MANHOLES SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C478.
2. CONNECTIONS AND GROUTING IN MANHOLE NOT SHOWN. SEE DRAWINGS FOR PIPE SIZE,
LOCATIONS AND INVERTS.
3. PAINT OUTSIDE OF MANHOLE WITH TWO COATS OF COAL TAR EPDXY
(BITUMASTIC 50)
4. LINE INSIDE OF MANHOLE WITH AN APPROVED LINING MATERIAL.
5. ALL PIPE PENETRATIONS. SHALL BE PRECAST,
HOLE/
JOINT
DETAIL
MIN
12" F COMPACTED
NO. 7 STONE
NOTES:
1. MANHOLES SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C478.
2. CONNECTIONS AND GROUTING IN MANHOLE NOT SHOWN. SEE DRAWINGS FO PIPE SIZE,
LOCATIONS AND INVERTS.
3. PAINT OUTSIDE OF MANHOLE WITH TWO COATS OF COAL TAR EPDXY
(BITUMASTIC. 50)
4. LINE INSIDE OF MANHOLE WITH AN APPROVED LINING MATERIAL.
5. ALL PIPE PENETRATIONS SHALL BE PRECAST.
6. THIS TYPE OF MANHOLE SHALL BE LIMITED TO DEPTHS OF 6 FEET.
CORE DRILL MANHOLE GROUT IN
COUPLING WITH NON -SHRINK
GROUT
BOWL
TWO STAINLESS STEEL SUPPORTS
5„ AND FASTENEPS AT 4'-0" MAX
MAX. SPACING (2 MIN)
PVC 45' BEND
NOTES:
1. ALL DETAILS AND SPECIFICATIONS FOR STANDARD MANHOLES ARE APPLICABLE EXCEPT FOR
REFERENCES TO DROP ASSEMBLY AND. COATINGS.
2. THE PRECAST BASE SHALL EXTEND FULLY UNDER THE DROP ASSEMBLY.
3. DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT INVERT IS LOCATED 2.0
FEET OR MORE ABOVE THE MAIN INVERT CHANNEL. DROP CONNECTIONS SHOULD NOT BE
DESIGNED FOR LESS THAN A 24-INCH DROP.
4. SOLVENT TYPE JOINT P.V.C. FITTINGS MAY BE UTILIZED IN THE DROP ASSEMBLY ONLY.
:DS "GREASE TRAP" OR AROUND CLEAN OUT
EASE INTERCEPTOR" TO
\D/
CAST IN COVER-----.f - -
\\ D\\
/ � I I \
II
TOP VIEW
r SEE SEWER CLEANOUT
MR Jr Awn H'I � Fn IrnvaR N � I ADJUSTING . (TYPO MIN � DETAIL (TYPICAL)
7INLE OUTLET
2-WATRAFFIC
CLEANRATED WATER 4" MIN. OUTLET PIPING
LID LEVEL
(TYR)
4" MI8"18"PIPINGMIN. STAINLESS STEEL BRACES,
BAFFLE BRACKETS, NUTS AND
BOLTS, OR PVC
1 COMPANION FLANGE
w/TEE AND S.S. BOLTS
(TYPICAL)
6" MIN. 6" MIN. 6" MIN,
D
SECTION
NOTES:
1. GREASE TRAPS (SEPTIC TANKS) SHALL BE MANUFACTURED BY FLORIDA SEPTIC
INC.; SEBRING SEPTIC, AVERE SEPTIC, OR APPROVED EQUAL STATEMENT:
"THIS CONCRETE STRUCTURE MEETS OR EXCEEDS ALL THE REQUIREMENTS FOR
GREASE INTERCEPTORS/SEPTIC TANKS AS IN THE FLORIDA ADMINISTRATIVE CODE,
CHAPTERS 64E-6.0138D & THE SHOP DRAWINGS (3 COPIES MINIMUM) SHALL
THEN BE SIGNED AND SEALED BY THE ENGINEER -OF -RECORD AND
FORWARDED TO THE DISTRICT FOR APPROVAL."
2. ALL INTERNAL COMPONENTS WILL BE CONSTRUCTED BY GREASE TRAP INSTALLER.
3. TANK INSPECTIONS WILL OCCUR WITH TANK ABOVE GROUND.
4. BAFFLE SHALL BE INSTALLED 1/2 (ONE HALF) TO 2/3 (TWO THIRDS) 'D'.
5. MEETS H2O LOAD REQUIREMENTS.
.I ._..I ST. LUCIE COUNTY DOUBLE -COMPARTMENT
e WATER & WASTEWATER GREASE TRAP & OIL SEPARATOR
CONSTRUCTION
. .. ... STANDARDS
Mn I}PPOYED: MCEMBFA 2016 DPAWING NUMBER: S- 13
-PLUGGED DRAIN
NOTES:
1. RAIN GUARDS SHALL BE INSTALLED ON ALL MANHOLES, REQUIRED BY THE DISTRICT.
ST. LUCIE COUNTY STANDARD PRECAST I ST. LUCIE COUNTY FLATTOP RECAST , ��,..., , ST. LUCIE COUNTY ' INSIDE DROP +.s-11 -- ST.. LUCIE COUNTY WASTEWATER RAIN
WATER & WASTEWATER MANHOLE DETAIL WATER&WASTEWATER MANHOL DETAIL - WATE II&WASTEWATER MANHOLE WATER&WASTEWATER GUARD DETAIL
CONSTRUCTION CONSTRUCTION FORSHALLO MANHOLES , .. CONSTRUCTION CONSTRUCTION
STANDARDS STANDARDS STANDARDS STANDARDS
WEMPRWEp: pECE4�R 2015 CMWWC NUMBER: S-5 WEMPROVED: DECEMBEII 2016 p xc xuueEN: $-6 DniE nPPROVEn: DECEMBFA "IsDPAWINO NUMBER: ,S-9 WiF IPPIIOKD: OECFA%ER 2015 BppV,ING ryUMBEq:
SMH #3
STA: 6+78.07, 20.00' L
TOP EL. 19M
326 L.F. 8' PVC.
@ 0.40%(MIN.)
12.30
@ 0.40% (MIN.)
9+00 8+00 7+00 ". ,`."" 6+00 5+00
SANITARY SEWER PROFILE SMH #3 - SMFI #1
SCALE: 1 "=30' H
1"=3' IV
SMH#2
STA: 3+73.06, 20.00' L
TOP EL. 1933
W INV.
INV.
INV. EL.
3+00
236 L.F. 8' PVC
@ 0,40%(MIN.)
ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
23 772-340-4990
T 772-462-2456
•'0 www.ede-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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ALL VALVES SHALL HAVE
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INSTALLED UNDER A BOLT FINISH GRADE
AL
N
AS FOLLOWS: FIRST LOOSEN ww
BOLT, THEN STRIP 3" MIN., WIRE UNDER BOLT
w
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(SEE DETAIL ABOVE)
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1 TWIST, 2 WRAPS:
CONTINUOUS 10 THWN
"DO NOT CUT WIRE" #
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TIGHTEN BOLT AFTER WIREI STRAND. TRACE
WRAPPING TRACE WIRE
J
AROUND THE BOLT.
HALF HITCH HALF HITCH ON
BEHIND EACH EACH SIDE OF
w
BELL ALL VALVES
0
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FINISH GRADE
0
E/P-�14�✓y,�
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ETER... BO
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FIRE HYDRANTS & SERVICEUE
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1. TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY DISTRICT AND THE
W
ENGINEER, AND SHOWN IN STANDARD DETAILS.
2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE.
IS RESPONSIBLE
3, CONTRACTOR FOR CONTINUITY OF ALL TRACE WIRE TO TEST
LL
p
DURING START UP IN THE PRESENCE OF THE DISTRICT.
L Rom'
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WATER & WASTEWATER
TRACE RE WI
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MTE APPPG : MEMBER "IS OPAWWG NUMBER: G- 1 3
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SMH 81
STA: 1+26.51, 2.00' R
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21.00
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-
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HARRISON,7
= 'A#822MTE OF
1� `
15.00 10250 SW VILLAGE PARKWAY, SUITE 201
-•�•• PORT SAINT LUCIE, FL 34987
`P 772-462-2455
w INV. 14.00
__..._......._..,,...:,_.._____ _ 13.00 �..�
.._..,._. 12.00 1 -12
11.00
2+00 1+00
SLC PROJECT
NUMBERS 12 OF13
MNSP 420175121
RZ 420175120
FORT PIERCE UTILITIES AUTHORITY
FORT PIERCE UTILITIES AUTHORITY
WATER DISTRIBUTION NOTES
WATER DISTRIBUTION NOTES
CONTINUED
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING UTILITIES AND DRAINAGE.
1. ALL CONSTRUCTION MATERIAL, INSTALLATION AND TESTING SHALL CONFORM TO THE STANDARD
I7. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER INCLUDING
SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY
LOCATIONS OF VALVES, FITTINGS, SERVICE CONNECTIONS, BLOWOFFS, AIR RELEASE VALVES, AND ANY OTHER
PERTINENT INFORMATION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT, AS REQUIRED
2, WATER MAINS WHERE SPECIFIED AS POLYVINYL CHLORIDE (PVC) SHALL CONFORM TO AWWA C-900 OR C-905,
BY THE UTILITIES ENGINEER.
PRESSURE CLASS 150, DR (19). WATER MAINS WHERE SPECIFIED AS POLYETHYLENE (PE) SHALL CONFORM TO
AWWA C-901 OR C-906, STANDARD CODE DESIGNATION PE3408, PIPE CLASS 200, DIMENSION RATIO (DR) 17
1& THE CONTRACTOR SHALL TAP EXISTING LINES UNDER THE SUPERVISION OF THE FORT PIERCE U77LITIES
FOR DIRECT BURY, (DR) 11 FOR DIRECTIONAL BORING, AND (DR) 9 FOR 2 INCH AND SMALLER PIPELINES.
AUTHORITY ONLY AFTER TESTING AND DISINFECTION HAS BEEN COMPLETED AND APPROVED ON THE
J. WATER MAIN, WHERE SPECIFIED AS DUCTILE IRON PIPE , SHALL CONFORM TO ANSI/AWWA C15IIA21.51
TAPPING VALVE AND SLEEVE.
AND SHALL BE PRESSURE CLASS 250 (MINIMUM).
19. WATER MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 10 GAUGE THHN MULTI STRANDED WIRE (BLUE
COLOR) AND IDENTIFCATION TAPE WITH "WATER- MARKED ON TAPE, PERMANENTLY ATTACHED TO THE TOP
STRIPES.
4. POLYVINYL CHLORIDE WATER MAIN SHALL BE BLUE IN COLOR OR WHITE IN COLOR WITH BLUE 5
OF THE WATER MAIN IN ACCORDANCE WITH THE FORT PIERCE UTILITIES AUTHORITY SPECIFICATIONS.
THE USE OF IDEN77FICA77ON TAPE ATTACHED TO THE TOP OF THE PIPE MAY BE USED IN LIEU OF MARKING
Z
ON THE PIPE, ALSO DIP PIPE SHALL REQUIRE THE USE OF IDENTIFICATION TAPE
20. SERVICE TAPS SHALL BE PLACED APPROXIMATELY TEN FEET AWAY FROM GATE VALVES, AS SHOWN, FOR
THHN WIRE.
TESTING. FOLLOWING TESTING AND STERILIZATION OF WATER LINE. CONTRACTOR SHALL PUCE A BRASS PLUG
0AND
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5. FITTINGS SHALL BE DUCTILE IRON CONFORMING TO ANSI/AWWA C-110/A21.10, CLASS 250 MIN., CEMENT LINED
IN CORPORATION STOPS AND CURB STOPS SHALL BE REMOVED FROM TESTING LOCATIONS.
O
AND FACTORY COATED
21. MECHANICAL RESTRAINTS TO BE USED ON ALL FITTINGS AND PLACED IN ACCORDANCE WITH
~
6. GATE VALVES SHALL BE MUELLER RESILIENT SLAT, KENNDY KEN -SEAL, AMERICAN OR APPROVED
MANUFACTURER'S OR ENGINEER'S RECOMMENDATIONS (WHICHEVER IS MORE STRINGENT)
EQUAL. VALVES SHALL CONFORM TO AWWA C-509.
AND FPU4 REQUIREMENTS.
J
7. WATER LINES SHALL BE 134CKFlLLEO AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN AND
22. ALL MAINS SHALL BE TESTED AT A MINIMUM OF 150 PSI. TESTING METHODS SHALL CONFORM 70
MINIMUM TEST
CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS REQUIRED BY
AWWA C-600. - 2 HR
J
5
FPUA ENGINEERING AND THE CITY, COUNTY, FDOT. IN CASES WHERE PAVED AREAS
FALL WITHIN THE JURISDICTION OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIREMENTS SHALL NOT BE
SO/P) 7/2
O
LESS THAN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE AGENCY.
L= 148,000
F
S. NO FIELD CHANGES OR DEVIATIONS FROM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE
L- LEAKAGE IN GPH
3
FPUA ENGINEER AND CITY/COUNTY/FDOT ENGINEER.
S- LENGTH OF PIPE IN FEET
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9. THE CONTRACTOR SHALL NOTIFY FPUA ENGINEERING AND CITY'/COUNTY/FDOT ENGINEERING 48 HOURS PRIOR TO
E ER /N INCHES
D= PIPE DIAMETER
COMMENCING CONSTRUCTION.
M M E
P® TESTING PRESSURE /N PSI
uJ
TRACTOR FT AND CITY
EN THE ENGINEER THE CON UAL
R -CONSTRUCTION CONFERENCE BETWEEN / f0. APE
OR 70 ANY TESTING ALL MAINS IN D IA. AND LARGER SHALL HAVE A SWAB PASSED
23. PRIOR
Lj
COUNTY/FDO7 ENGINEER SHALL BE MANDATORY PRIOR TO COMMENCEMENT OF CONSTRUCTION.
THE LINE NOTE SWAB SHOULD BE PLACED /N Sat. JOINT OF NEW LINE.
THRU THE ENTIRE LENGTH IN
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'T AT 45% AND THAT SWABBING AND A FULL BORE
END OF MAIN SHOULD TURNED
11. TRAFFIC CONTROL, BARRICADES, ETC., SHALL IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF
CAN THEN BE PLACED. WHERE LINES BRANCH, SWABS
-O THEN LA
FLUSH CAN BE ACCOMPLISHED. BLOW -OFF
LI
00
D
OF TRANSPORTATION STANDARDS AND APPROVED BY THE CITY ENGINEER.
QASSYUEN
WILL BE PLACED IN BRANCH LINES AND SEQUENTIALLY SWABBED AND FLUSHED.
'U
IZ MINIMUM COVER SHALL BE 36 INCHES EXCEPT AS APPROVED BY THE UTILITIES ENGINEER AND CITY/
24. A MINIMUM SIX FEET AND PREFERABLY TEN FEET HORIZONTAL SEPARATION SHALL BE MAINTAINED
m
COUNTY/FDOT ENGINEER. PIPES WITH COVER LESS THAN 30 INCHES SHALL BE CONSTRUCTED OF DUCTILE IRON
BETWEEN THE WATER MAIN AND ANY WASTEWATER LINES. 6 INCHES MINIMUM VERTICAL SEPARATION
Z
OR IN PVC CASING.
IF WATER MAIN IS OVER WASTEWATER AND 12 INCHES IF WATER MAIN IS UNDER SHALL BE
O
MAINTAINED BETWEEN THE WATER MAIN AND ANY WASTWATER LINES. THE DISTANCE SHALL BE
r,
13. DISTURBED AREAS SHALL BE RESTORED IN CONFORMANCE WITH THE APPLICABLE GOVERNING AGENCY
MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE OR STRUCTURE WHERE THIS MINIMUM
O
REQUIREMENTS.
SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE
WASTEWATER PIPE JOINTS AND THE WATER MAIN PIPE JOIN73 ARE EQUIDISTANT FROM THE POINT
Q
14. EXISTING UTILITIES AND DRAINAGE SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION AND PROTECTED BY
OF CROSSING. AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT
❑
THE CONTRACTOR.
THE CROSSING. SUFFICIENT LENGHTS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION
Z
4
OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER AWN WITHIN 20 FEET OF THE
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15. WATER MAINS SHALL BE TESTED AND DISINFECTED IN ACCORDANCE WITH THE APPLICABLE FLORIDA
CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES
O
DEPARTMENT OF ENVIRONMENTAL PROTECTION AND AWWA C-651 FOR DISINFECTION.
MUST BE MAINTAINED AT ALL CROSSINGS.
Q~
25. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 6 INCHES OF
N
VERTICAL CLEARANCE BETWEEN PIPES SHALL BE CONSTRUCTED OF DIP AT THE CROSSING, AND SHALL
BE MECHANICALLY RESTRAINED WITHIN 20 FEET OF THE CROSSING.
O
26. CONTRACTOR SHALL COMPLY WITH FLORIDA TRENCH SAFETY ACT REQUIREMENTS.
WATER DISTRIBUTION ("_ I
- NOTES
F£VISIGN: @I APPD' WAi R I'ST:WAMR ENGINEERING
l/V1\Il`L! oRA Bn scn IT PIERCE URLI77E5 AUTHORITY
,{AI N.TS
\ A MPROVEO:l£R SHEET
1 a s �
TYLER/UNION PART 241124" SQUARE PAD X 4' THICK 24'X 4- SQUARE PAD X 8" THICK
FINISH GRADE CONCRETE COLLAR IN UNPAVED
/12T-1475I0 CONCRETE COLLAR W/ 4 44
MESS W/REINFORCED CONCRETE REBAR 3" FROM EDGE OF PAD
6" PVC-900 PIPE
CONTINUOUS /f0 THHN +
MULTI STRAND
TRACE WIRE RESILIENT SEAT
6" Am GATE VALVE
ANCHOR TEE NON -RISING STFM
VARIES
HALF HITCH HALF HITCH EACH SIDE ON
BEHIND EACH 4 1/2" PUMPER NOZZLE
BELL FACING ACCESS APPROVED TRAFFIC TYPE HYDRANT
R/W AND (2) 2 1/2" WITH 5 1/4' OR 6" VALVE OPENING
FINISH GRADE HOSE NOZZLES \\\\
E/p
METERS TO E INSTALL GROUND OR PAVEMENT Yi NEOPRENE RUBBER
BY F.P.U.A. SURFACE AROUND HYDRANT O
j'10 THHN MULTI STRAND SET BURY LINE TO
CONDUCTOR COPPER BLUE R.P.M. FINISHED GRADE
TRACE WIRE -
VALVE BOX (SEE DETAIL)
DRYCON DIRECT BURY i a
LUG BY KING RESILIENT SEAT
6" GATE VALVE u
INNOVATIONS NON -RISING STEM
�- BRANCH SPLICE AT ALL TEES
FIRE HYDRANTS & SERVICE TAPS
UNDISTURBED
6' C-900 P.V.C. P/ SOIL
HALF HITCH AT ALL SERVICE TAPS UNDISTU BED i CY OF PEA ROCK (MIN)
& EACH END OF ALL FITTINGS SOIL
6" W ANCHOR TEE
NOTES:
0 1. HYDRANT SHALL BE INSTALLED PLUMB & TRUE. 7. ENTIRE ASSEMBLY TO BE MECHANICALLY RESTRAINED.
2. HYDRANT SHALL BE PAINTED CARNIVAL RED B. BLUE LOCATOR SHALL BE PLACED IN CENTER OF TRAVEL
FROM FACTORY. LANE CLOSEST TO HYDRANT.
3. HEEL TO REST IN UNDISTURBED SOIL. 9. ALL HYDRANT VALVE BOX COVERS SHALL BE PAINTED
4. THE ONLY HYDRANTS ACCEPTABLE ARE CARNIVAL RED.
KENNEDY GUARDLW, MUELLER CENTURION, 10. LOCATE WIRE SHALL TERMINATE AT HYDRANT
& AMERICAN AVK, CLOW OR APPROVED EQUAL. ISOLATION VALVE
5. HYDRANT ASSEMBLY MUST BE RESTRAINED 11, HYDRANTS SHALL BE NO MORE THAN FIFTEEN FEET
TO TEE. (15 FT.) FROM THE CURB OF ROADWAYS OR FROM THE
1) TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY U77LMES ENGINEER 6. ALL FITTINGS SHALL BE MECHANICAL JOINT. EDGE OF PAVEMENT CLEARANCES OF SEVEN AND ONE
AND SHOWN IN STANDARD DETAILS. HALF FEET (7FT-61N.) IN FRONT OF AND TO THE SIDES
2) INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. OF THE FIRE HYDRANTS, WITH FOUR FOOT (4 FT.)
3) CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. CLEARANCE TO THE REAR OF HYDRANTS SHALL BE
MAINTAINED.
TRACE WIRE TYPICAL FIRE HYDRANT ASSEMBLY
(N.T.S.) (N.T.S)
FINISHED
MAXIMUM TRENCH WIDTH
GRADE
2 x PIPE DEPTH + W
y�
PLACE AND COMPACT
PER SPECIFICATION
y� Y
S22
y=
W
u$
3
PIPE IN.
X�
WIDTH
n
W
M
WO
7
MAX.
MAX.
i
INVERT
112 PIPE "0.0. °
HAND PLACED
LOWER QUADRANT TO BE
SELECT MATERIAL
SHAPED TO RECEIVE PIPE
BELL AND BARREL
NOTES:
1) THE CONTRACTOR SHALT. COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH
SAFETY ACT.
2) SHALL E MECHANICALLY
SHALL BE HAND TO A M TO M ABOVE THE PIPE. 94CKRLL
SHALL BE MECHANMHTO TAMPED TO A MINIMUM OF f00X OF MAX. DENSITY AS
DETERMINED BY AASHTO METHOD T-99.
PROPOSED FI
GRADE
TYPICAL TRENCH DETAILS M_ i
I WA. R Y65 RI I IN RING
ESN.W
FT. PIERCE URLITIES AUTHORITY
2 1/2" P.V.C. SCH. 80 CAP W/ 3/4"
OUTLET OR APPROVED EQUAL
`J 3/4- P.V.C. SCH. 40
OOR COPPER
0
z
FIRE HYDRANT
BALL
VALVE �
N
D�1
BACTERIOLOGICAL SAMPLING POINT O FIRE HYDRANT
(N.T.S)
2 x 4" TEMPORARY MARKER
(PAINTED BLUE)
FORD CURB STOP
FINISHED GRADE
1PoLYETIIYLENE
SERVICE LINE
CORPORATION =VE
V
D F1102 OR APPROVED EQUAL
STAINLESS STEEL DOUBLE STRAP
SERVICE SADDLE WITH I.P.T.
BACTERIOLOGICAL SAMPLING POINT 0 WATER MAIN
(N.T.S.)
AFTER REMOVE 1" P.E. LINE AND CAP WITH BRASS
PLUG AT CORPORATION STOP.
BACTERIOLOGICAL SAMPLING PONIT W-6
DETAIL
M ftENSION: B/.' MPP. WATER ASTEWATEF ENGINE RNG
OS C Fl
_...... _. _ .. FT. PIERCE UTFUTES AUTHORITY
BACKFILLING REQUIREMENTS
N.T.S.
NOTES:
1 REQUIRED.N I CONDITIONS A FOUNDATION MAY BE IN CER TAI SOIL
M UP TO GRADE.
THE TRENCH SOTTO
DING IS 2 BED REQUIRED PRIMARILY TO BRING
BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL
SUPPORT UNDER THE PIPE
3) HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF THE PIPE.
MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE
ADEQUATE SIDE SUPPORT.
4) INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF
PIPE, THE SOIL SHALL BE COMPACTED TO 100% MAX. DENSITY.(AASHTO T-99)
5) BACKFILL SHALL BE COMPACTED TO 100R OF MAX. DENSITY AS PER AASHTO T-99,
TO A POINT JO" BELOW PROPOSED PROFILE GRADE. OR EXISTING GRADE. THE FINAL
30" OF BACKFILL SHALL BE COMPACTED TO 98X OF MAX. DENSITY AS PER AASHTO
T-180.
6) DENSITY TEST SHALL BE PERFORMED AT AREAS DETERMINED BY THE UTILITIES
ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTORS EXPENSE.
7) CONTRACTOR TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL TRENCH SAFETY
REGULATIONS.
PLAN
TEE FOR TESTING 6" NIPPLE
WATER METER APPROVED SACKFLOW
ASSEMBLY
6' NIPPLE 6' NIPPLE
90, ELBOW- 90' ELBOW
2' LOCKABLE O 2" CORPORATION
CORPORATION 2' LOCKING
CURB STOP GE 29v TEST 0
TEST PORT P R7'
_ r- FINISHED ORAL
PROFIL
2- COPPEX �,
SERVICE PIPE
TES:
1NO
1. LANDSCAPING REQUIRED PER CITY OF FORT PIERCE OR SL LUCIE
COUNTY ORDINANCE. NO PLANTS OR TREES WITHIN IS' AROUND
METER OR 84CKFLOW. NO SOLDER JOINTS.
2. ASSEMBLY TO BE 29' FROM FINISH GRADE TO CENTERLINE OF THE
FLANGED 90' BEND.
WATER METER/BACKF OW PREVENTER SSEMBLY
DOMESTIC SERVICE (90MMERC/AL1
(N.T.S.)
INSTALL R.P.M. BESIDE 5 1/4" WEIGHTED .VALVE
BOX LID & O E.O.P.
LETTERING 'WATER' OR SEWER' ON COVER TYLER/UNION PART
CONC. PAD 24" SQUARE 112T-147510
x 4' THICK IN UNPAVED
AREAS W/REINFORCED FINISHED GRADE
CONCRETE MESH F
11VALVE OPERATOR SHALL
ADJUSTABLE �-- BE NO LONGER THAN
VALVE BOX & RISER 24' EXTENSION SURVEYORS(IF NECESSARY)
THHN MAGNETIC WIRE LUCIE OFFICEGATE VALVE AGE PARKWAYE 201UCIE, FL 34987JE 62-2455BINGHAM & TAYLOR 82-2455
INSTALL R.P.M.. 6' PAST 5 4" HEAVY DUTY
THE VALVE BOX WITH VALVE UD W/4"
THE TRAFFIC FLOW MECHANICAL JOINT SKIRT
IIE
RESTRAINTS (TYP.) 4905-L4
MER/UNION PART '0 www.edc-inc.com
j112T-147510
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
SEE NOTE /2L71/2'
E
W
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NIF` II z 3 �S - z o u 0
�I II" K L9 K Q o f 5 g N U❑
I. BLUE REFLECTIVE PAVEMENT MARKER (RPM) FOR WATER w ❑ LL
VALVES AND GREEN RPM FOR WASTEWATER VALVES ��.' p Q Oo
PAVEMENT EDGE.
INSTALL R.P.M. ON THE LL
2. FOR WATER AND WASTEWATER VALVES INSTALLED IN PAVED PAD OF 5 X" WEIGHTED
AREAS, ELIMINATE CONCRETE PAD AND ENCASE THE MAGNETIC VALVE BOX LID & O
WIRE IN 1/2' PVC INSIDE THE VALVE BOX SEVEN INCHES E.D.P.
BELOW GRADE, VALVE MARKER INFO:
J. DIP MAY BE USED AS RISERS ONLY IF A VALVE BOX IS NOT SIZE
MANUFACTURED FOR THAT DEPTH. NO PVC RISERS TYPE VALVE
UTILITY
SHALL BE USED IN ANY CIRCUMSTANCES. UTILY TYPE
/ OF TURNS
TYPICAL GATE VALVE & VALVE BOX DETAIL
N.T.S.
Vn Me
SEE NOTES
FLANGED TD
END SPOOL
UNI-FLANGE
90' FLANGE/
FLANGE ELBOW
FINISHED
GRADE 2'
BELOW PAD
GRADE
PLAN
LENGTH -
rOS&Y DATE
D.I. SECTION A
SERVICE
PIPE Y4 NEOPRENE RUBE
AROUND STANDPIPE
ADJUSTABLE STANDS
(TYP.)
24' I -
MIN.
1. LANDSCAPING IS REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE.
2. ASSEMBLY TO BE 29' FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' BEND.
3. PRIOR To POURING THE CONCRETE PAD, THAT THE STANDPIPES ARE PLUMB, TRUE
AND INSTALLED AT THE SAME ELEVATIONSIN THE THE PRESENCE OF AN FPUA INSPECTOR.
NT WITH 4 RESAR 3- FROM
FIBERGLASS MESH REINFORCEMENT W
4. ALL CONCRETE SHALL HAVE Fl /
THE OUTER PERIMETER.
SIZE
FLANGED TD
END SPOOL
UNI-FLANGE
90' FLANGE/
FLANGE ELBOW
FINISHED
GRADE 2'
BELOW PAD
GRADE
PLAN
LENGTH -
rOS&Y DATE
D.I. SECTION A
SERVICE
PIPE Y4 NEOPRENE RUBE
AROUND STANDPIPE
ADJUSTABLE STANDS
(TYP.)
24' I -
MIN.
1. LANDSCAPING IS REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE.
2. ASSEMBLY TO BE 29' FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' BEND.
3. PRIOR To POURING THE CONCRETE PAD, THAT THE STANDPIPES ARE PLUMB, TRUE
AND INSTALLED AT THE SAME ELEVATIONSIN THE THE PRESENCE OF AN FPUA INSPECTOR.
NT WITH 4 RESAR 3- FROM
FIBERGLASS MESH REINFORCEMENT W
4. ALL CONCRETE SHALL HAVE Fl /
THE OUTER PERIMETER.
SIZE
SERVICE
I LENGTH
4
DOUBLE DETECTOR
53 INCHES
6
DOUBLE DETECTOR
62 INCHES
8
DOUBLE DETECTOR
69 INCHES
70
DOUBLE DETECTOR
76 INCHES
BACKFLOW PREVENTER ASSEMBLY-4"-10" FIRE SERVICE
(N.T.S.)
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
a
Z
O Q
Z ..J
a
'2 x J
V
z
J
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W GL O
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'0'^ W J
��1111JII//// co
-: INC.62270
+,
10250 SW VILLAGE PARKWAY,. SUITE 201
PORT SAINT LUCIE, FL 34987
772-462-2455
EX. WATER EL. = 14.15
_________________-_-_--_---_-__-____--____--___--_________-_--_ .TOE OF SLOPE
S.L.C. CANAL No. 25
EX. TOP OF -BANK - --- (90e R /W)
- - - - - ------------- - F___
WAREHOUSE
PCN: 1430-311-0006-000-1
FUTURE LAND USE: MXD
ZONING: IL
ww
0
w0
�
LL
ay0y
nw
1
<J
O U
06
U
Kw
IOU
m
w
LL
LL
o m
o w
o U
0
�N
0
me
I
I
0 30
e r
( IN FEET )
1 inch = 30 ft
NOTE:
1) FOR ALL SIGNAGE AND PAVEMENT
MARKINGS REFER TO FDOT 2017-2018
DESIGN STANDARDS AND/OR THE
M.U.T.C.D. SPECIFICATIONS.
2) ALL ON -SITE STRIPING SHALL BE
PAINTED PER FDOT 2017-2018
DESIGN STANDARDS AND/OR THE
M.U.T.C.D. SPECIFICATIONS.
3) ALL STRIPING WITHIN RIGHT-OF-WAY
SHALL BE THERMOPLASTIC.
_______________
III
________________________-
10' LANDSCAPE BUFFER 10' LANI
v (PHASE 3) " (PHASE 3) (PHASE 2) p v (PHASE 3)
COTTAGE COTTAGE ACCESSORY COTTAGE
SITE 6 SITE 5 GARAGE UIA
SITE 4
tiA A
°]A
.._�_ J[t
INS TALI_ W! IH E DIRECTIONAL ARROWS
PER FOOT INDEX 17346 (TYP)
RV RV RV RV RV RV RV RV
SITE 12 SH E 11 SITE 10 SITE 9 SITE 8 SITE 7 SITE 6 SH E 5
o ti o o a oN�N 0
o °
° o 0
0v v.
INSTALL "STOP" SIGN R1-1
PER MUTCD (TYP) �� t IFLANDSCAPE BUFFER
-a . 1MTlMAdE'R1A11F1� _ �
EX. TPVC WATER MAIN .�.. _. _ ___-.- _. _ _. _ _. _ _. _ _ _ _ — _ _.- _.- _ _.
-. INSTALL - ---------------------------------------
- ------ - ------
15.00'WIDE FPUA EASEMENT _ __________ __________ _ ___.__
24" STOP
' BAR (TYP.) STEEL B LVD, PER ORB 765, PG. 226
(PRIVATE. ROAD) : X. ASPHALT ROAD
-
E%. TOE OF SLOPE
_- -- NOBTH-LINE-0F___
TH,
SECTION 30, TOWNSHIP 34 SOURANGE
U11I
40 EAST
EX_TOP OF BANK _
___________________________________
S89°51'51"E 1283.17'-
10'LANDSCAPE BUFFER
__-___--__+---------------
z_
f VACANT
!; PCN: 1430-311-0007-000-8
FUTURE LAND USE: MXD
ZONING: IL -CO
Q
EAST LINE OF j W
THE WEST 112 OF !1
SECTION 30, "�•1
TOWNSHIP 34 SOUTH,- V
RANGE 40 EAST 2
- - - -
TOP -OF BANK- - - - - r ,
10'LANDSCAPE BUFFER — —
. COVERED G
®ry 35.33 ""'-' 57.33 I ?
t� (PHASE 3) (PHASE 3) (PHASE 3) (PHASE 3) ® 1J� o a I
COTTAGE COTTAGE COTTAGE COTTAGE ® 8° ; I I AIRPORT
SITE 4 SITE 3 SITE 2 SITE 1 ® u I ? PCN: 1430-131-0001-000-4
,., (PHASE 2) o I I FUTURE LAND USE: T/U
_ !" DORMITORY BUILDING ii ZONING: IL - CO
POOL & FLOOR AREA = 6,558 S.F.SA
Mx: 19 Mx: 19 ,'°' DECK m I, Ii
SA
M�. ].n Mx: 19� c7t INSTALL: H.O. SIGN (TYP.) 4 III
-_.. -
'» (SEE DETAIL SHEET 4)
L
b. 5
(J� C7, )F COVERED CpMERED
SA
' 28 ENTRY 'PORCH ° I I I
v MH19 —4— II �yj
i II. I EX. 8" PVC WATER MAIN
INs IALL: CROSSWALK Q
•� MARKINGS PER FOOT i
INDEX #17346 I I
RV RV RV SITE 4 SIRTE 3 SITE 2 SITE 1 STALL TYP.
RKING I
(SEE DETAIL SHEET 4) TRUNCATED DOME
" SIT' 6 SITE 5 �% f' ( ) INSTALL: ADA �I
° ° a o o ° / MATS (TYP) (SEE >'
11 DETAIL SHEET 4)_L=79
i
0
: 211-11 Z�_= — — 'A
I
INSTALL CONCRETE
CAR STOP PER FDO i _ pl
\^� INSTALL WHITE DIRECTIONAL ARROWS
INDEX #300 (TYP) ! PER FOOT INDEX 17346 (TYP) n zI
_.- _.-. _. _..._ _..._ -..._ - . - _._ W� EX CATCH `\�
- .
--
EX 8 PVC WATER MAIN O.R. BOOK 459 PAGE 2756 6A8M � - • - • - � -� ' � ' '-� , � � `S%Q °5 , � �/
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PROPOSED CONCRETE
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CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA
CALL TOLL FREE
1-800-432-4770
IT'S THE LAW!
SUNSHINE STATE ONE CALL CENTER
OF FLORIOA, INC.
SLC PROJECT
NUMBERS
MNSP 420175121
RZ 420175120
ENGINEERS Q SURVEYORS
PORT SAINT LUCIE OFFICE
10250 SW VILLAGE PARKWAY
SUITE 201
PORT SAINT LUCIE, FL 34987
'R 772-340-4990
'S 772-462-2455
•,b www.edc-inc.com
F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935
L.B. CERTIFICATE OF AUTHORIZATION 8098
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