HomeMy WebLinkAboutSITE CONSTRUCTION PLAN PAGE 16-28EXCAVATED
TRENCH WIDTH
SOLID COPPER LOCATOR WIRE
SHALL BE PLACED ON TOP OF PIPE
AND LOOPED AT EACH BELL FOR FINISHED GRADE
ALL WATER AND FORCE MAINS /
\
FINAL
I j
BACKFILL
`/
1 i SEE NOTE #4
TAMP)
L.-
6" MIN, _ 6" MIN.
(FLAT
w
\j
12" MAX 12" MAX.
w
INITIAL
BACKFILL
\
�\ PIPE ONE
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(SIDE TAMP)
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NOTES
1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX,
DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS.
2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM EMBEDMENT
SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS. IF THE PIPE IS INSTALLED IN A COMPACTED
EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO 12" MIN. COVER BEFORE
INSTALLATION OF PIPE.
3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND
ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH OF 4 TO 5
INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED.
4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT.
5. AN APPROVED LOCATOR WIRE SHALL BE USED.
6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD
STANDARDS.
DETAIL: G-04
MINIMUM CONSTRUCTION STANDARDS FOR
"
CITY OF PORT ST. LUCIESTANDARD
PIPE TRENCH CROSS
DATE: 2015
11 ',.
900 S.E. OGDEN LANE
1�,
PORT ST. LUCIE, FL 34983
SECTION
SCALE: N.T.S.
PHONE (772) 873.6400 FAX (772) 873-6433
SHEET: 1 OF 1
H 1 � ftnw X i :1,011 A
L LL
11 1 /4 ° 22 1/20
10
IF-
10' T TEE
45°
IN -LINE VALVE
HORIZONTAL - L (FEET)
DIAMETER
11-1/4'
22-1/2'
45'
90°
TEE"
(BRANCH_)
VALVES OR
DEAD END
4"
2
4
1 8
18
20
39
6"
3
5
1 11
25
36
55
8"
4
7
14
33
52
72
10"
4
8
16
39
65
87
12"
5
9
19
45
80
102
14"
5
11
21
51
93
116
16"
6
12
24
57
107
131
18"
7
13
26
63
120
145
20"
7
14
29
68
133
159
24"
8
16
1 33
79
157
185
30"
10
19
1 39
93
192
1 222
36"
11
21
44
106
1 225
257
42"
12
24
49
117
254
289
48..
1 13
26
53
128
283
321
NOTES:
1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING
ASSUMPTIONS:
- SOIL CONDITIONS: SILTY SAND (SM)
- TRENCH TYPE: 3 (PIPE BEDDED IN 4" MINIMUM OF LOOSE SOIL WITH BACKFILL LIGHTLY COMPACTED)
- MINIMUM COVER: 3 FT
- SAFETY FACTOR: 1.5
- TEST PRESSURE: 150 PSI
-" SIZE ON SIZE TEE & 5' LENGTH ALONG RUN
2. IF FIELD CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEER -OF -RECORD (EOR) SHALL SUBMIT CALCULATIONS
BASED ON THE FIELD CONDITION FOR REVIEW AND APPROVAL OF PSLUSD.
MINIMUM CONSTRUCTION STANDARDS FOR
DETAIL: G-09
CITY OF PORT ST, LUCIE
PIPELINE RESTRAINT
DATE: 2015
,.
900 S.E. OGDEN LANE
PORT ST. LUCIE, FL 34983
REQUIREMENTS (HORIZONTAL)
SCALE: N.T.S.
PHONE (772) 873.6400 FAX (772) 873-6433
SHEET: 1 OF 3
BASE REPLACEMENT rTRENCH
I WIDTH
SEE NOTE 1
(SAW -CUT AND
REMOVED EXISTING
ASPHALT)
TACK COAT
ALL SURFACES
AND EDGES OF
OF EXISTING
PAVEMENT
EXISTING
PAVEMENT
24"-7
LIMITS OF NEW 4" WIRE PORT
PAVEMENT
-- 24„
I TRENCH WIDTL WATER�-
12"
MECHANICAL SAI CUT
EXISTING PAVEM NT IN A
NEAT STRAIGHT LINE (TYPICAL)
- D+72"
12"
12"
1
12"
12"
ASPHALTIC CONCRETE
MIN.
MIN.
MIN.
MIN.
D+48"
TYPE & THICKNESS TO
MATCH THE ADJACENT ROAD
(MIN- 1"THICKNESS)
APPLY PRIME
MECHANICAL SAW CUT
OAT TO BASE
EXISTING PAVEMENT
(TYPICAL)
T
EXISTING BASE
FINAL
BACKFILL(SEE
USIZ,E(D)
NOTE 5)
INITIALNOMINAL
BACKFILL
PIPE
12" I 12"
TRENCH
WIDTH
NOTES:
1. PAVEMENT RESTORATIONS FOR LONGITUDINAL CUTS IN ALL STREETS SHALL BE FULL LANE WIDTH,
WITH FULL LANE WIDTH RESURFACING FOR EACH LANE WITHIN THE LIMITS OF THE CUT.
2. WHEN AN ARTERIAL OR MAJOR COLLECTOR STET IS OPEN CUT WITHIN THE LIMITS OF THE
ROADWAY INTERSECTION, THE ENTIRE INTER: E TION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE.
M O 3. WHEN STREETS OTHER THAN ARTERIALS OR R COLLECTORS ARE OPEN CUT MORE THAN TWO
TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE.
TWO OPEN CUTS OR LESS AT THE INTERSECTION WILL REQUIRE OVERLAYING WITH ASPHALT ONLY IN
THE OPEN CUT AREA.
4. THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL PAVEMENT MARKINGS AND RPM'S, PRIOR TO
OVERLAY. THE CONTRACTOR SHALL THEN PLACE NEW PAVEMENT MARKINGS AT THE SAME LOCATIONS.
PAVEMENT MARKINGS SHALL BE IN ACCORDANCE TO F.D.O.T. STANDARDS.
5. COQUINA OR UMEROCK (16" MIN.) LBR=100
6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS.
ALL BACKFILL SHALL MEET DENSITY REQUIREMENTS OF 100% T-180.
MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: G-05
CITY OF PORT ST. LUCIE UTILITY ROAD CUT PAVEMENT DATE: 2013 �. 900 S.E. OGDEN LANE
PORT ST. LUCIE, FL 34983 RESTORATION SCALE: N.T.S.
mx�w.fi, PHONE (772) 873-6400 FAX (772) 873-6433
SHEET: 1 OF 1
VERT CAL BENDS
I`I ILI
22 1/2' 22 i/2'
1 1 1 /d° 1,1 1 /4•
L
VERTICAL OFFSET - L (FEET)
DIAMETER
11-1/4'
22-112°
45°
90°
UPPER
BEND
LOWER
BEND
UPPER
BEND
LOWER
BEND
UPPER
BEND
LOWER
BEND
UPPER
BEND
LOWER
BEND
4"
4
2
8
3
17
5
39
11
V
6
2
11
4
23
7
55
15
8"
8
2
15
4
30
9
72
20
10"
9
3
18
5
36
1.0
87
24
12"
11
3
21
6
43
12
102
28
14"
12
4
24
7
49
14
116
1 32
16"
13
4
27
8
55
16
131
36
18"
15
4
29
8
60
17
145
40
20"
16
5
32
9
66
19
158
44
24"
19
6
37
11
77
22
185
51
30"1
22
1 7
1 45
13
92
26
222
62
36"
26
8
52
15
1 107
30
256
71
42"
29
8
58
16
120
34
289
80
48"
32
9
64
18
133
37
320
89
NOTES:
1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING
ASSUMPTIONS:
- SOIL CONDITIONS: SILTY SAND ISM)
- TRENCH TYPE: 3 (PIPE BEDDED IN 4" MINIMUM OF LOOSE SOIL WITH BACKFILL LIGHTLY COMPACTED)
- UPPER SIDE MINIMUM COVER: 3 FT
- LOWER SIDE MINIMUM COVER: 5 FT
- SAFETY FACTOR: 1.5
- TEST PRESSURE: 150 PSI
2. WHEN CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEER -OF -RECORD (EOR) SHALL SUBMIT
CALCULATIONS FOR REVIEW AND APPROVAL OF PSLUSD.
3. ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL BE RESTRAINED.
+* ^
MINIMUM CONSTRUCTION STANDARDS FOR
CITY OF PORT ST. LUCIE
PIPELINE RESTRAINT
DETAIL: G-09
DATE: 2015
PORT ST. UCI IE, FN 34983
REQUIREMENTS VERTICAL
SCALE: N.T.S.
PHONE (772) 873.6400 FAX (772) 873.8433
SHEET: 1 OF 2
1_ (��4"
L12" 'T(((
4„ �
CONCRETE VALVE COLLAf
WIRE
WATER, SEWER OR REUSE
CAST IN COVER AS APPLICABLE
3"0 X THICK BRONZE DISC ANCHORED IN CONCRETE
PAD WITH HOOK DISPLAYING g1" DEEP LETTERS CAST
INTO DISC STATING NUMBER OF TURNS TO OPERATE &
SCHEMATICALLY IDENTIFIED MAIN & VALVE LOCATION
#4 REBAR
FINISH GRADE ---
6"GV
XX, TURNS
\1
gl 1
ZO WIRE
RISER RISER PIPE
24" X 24" X 6" THICK
CONCRETE COLLAR
0y
PIN FOR
ANCHOR
SECTION A -A
MATCH EXISTING SURFACE
`- ROAD MATERIAL
CAST IRON VALVE BOX
VALVE BOX ALIGNMENT DEVICE
(SEE NOTE #2)
VALVE
PIPE PER
APPROVED PLANS
0,s---- BAG OF CONCRETE MIX
NOTES:
1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO
BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE, A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS
ALSO REQUIRED.
2. A VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOX AGAINST THE
OPERATING NUT.
3. BOLT DOWN COVER SHALL BE USED IN ALL AREAS.
4. C900 P.V.C.. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED.
5. RPM'S SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS,
6. THE TOP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL BE PAINTED
BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS.
MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: G-07
/'^f CITY OF PORT ST. LUCIE DATE: 2015
} 900 S.E. OGDEN LANE TYPICAL VALVE BOX AND COLLAR
PORT ST. LUCIE, FL 34983 SCALE: N.T.S.
of y w o PHONE (772) 873-6400 FAX (772) 873-6433
+ SHEET: 1 OF 2
L = RETRAINED LENGTH AT LARGER SIZE OF REDUCER (FEET)
DIAMETER
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
1 30"
36"
42"
48"
4"
29
52
71
89
105
121
136
151
179
217
253
285
318
6"
31
53
74
93
111
127
143
172
211
249
282
315
8"
29
54
76
96
114
131
163
204
243
277
310
10"
30
55
78
08
117
151
195
235
271
305
12"
30
56
79
100
137
184
226
263
299
14"
1 30
66
79
120
171
216
255
292
16"
30
56
101
156
204
245
283
18.1
30
80
140
190
233
273
20"
56
121
175
221
263
24"
78
141
192
238
30"
78
140
194
36"
75
139
42"
75
NOTES
1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING
ASSUMPTIONS:
- SOIL CONDITIONS: SILTY SAND (SM)
- TRENCH TYPE: 3 (PIPE BEDDED IN 4" MINIMUM OF LOOSE SOIL WITH BACKFILL LIGHTLY COMPACTED)
- MINIMUM COVER: 3 FT
- SAFETY FACTOR: 1.5
- TEST PRESSURE: 150 PSI
2. IF FIELD CONDITIONS DIFFER FROM THEABOVE, THE ENGINEER -OF -RECORD (EOR) SHALL SUBMIT CALCULATIONS
BASED ON THE FIELD CONDITION FOR REVIEW AND APPROVAL OF PSLUSD.
MINIMUM CONSTRUCTION STANDARDS FOR
Y
9 CITY OF PORT ST. LUCIE
900 S.E. OGDEN LANE
..,i. I PORT ST. LUCIE, FL 34983
°enex PHONE (772) 873.6400 FAX (772) 873-6433
PIPELINE RESTRAINT
REQUIREMENTS (REDUCER)
DETAIL: 0-09
DATE: 2015
SCALE: N.T.S.
SHEET: 3 OF 3
LOCKING LID
-MATCH EXISTING SURFACE
ROAD MATERIAL
1" BOTTOM OF CAP TO TOP OF PVC
HOLE DRILLED IN PVC V BELOW TOP
WIRE TO ATTACH DISK 24" MIN
LOCATING WIRE
(TO BE LOCATE WIRE)
OUTSIDE OF PVC
24" MIN
314" PVC
VALVE DISK
VALVE CAN
VALVE BOX ALIGNMENT DEVICE
RISER PIPE
MINIMUM CONSTRUCTION STANDARDS FOR
CITY OF PORT ST. LUCIE
900 S.E. OGDEN LANE
PORT ST. LUCIE, FL 34983
PHONE (772) 873-6400 FAX (772) 873-6433
WIRE PORT
FINISH GRADE
36" MIN.
LOCATOR
EXISTING
MAIN
SKI�Yi•Ti4711T
J BAG OF CONCRETE MIX
e ° /
TYPICAL VALVE BOX
IN ROADWAY
DETAIL: G-07
DATE: 2015
SCALE: N.T.S.
SHEET: 2 OF 2
MATCH EXISTING SURFACE
ROAD MATERIAL
VALVE BOX
RISER PIPE
NRS FLANGE X
MECHANICAL JOINT GATE VALVE
NEW MAIN
TAPPING SLEEVE J HAG OF CONCRETE MIX
(SEE NOTES)
NOTES:
1. THE VALVE BOX AND COLLAR SHALL BE IN ACCORDANCE WITH STANDARD DETAIL G-07.
2. THRUST BLOCKS MAY BE REQUIRED AT THE UTILITY'S DIRECTION. (CASE BY CASE)
2. NO TAP WILL BE ALLOWED CLOSER THAN 5 FEET FROM ANY JOINT, FITTING OR EXISTING TAP ALONG
THE MAIN.
4. ALL COUPONS MUST BE PROVIDED TO PSLUSD WITH DATE, LOCATION AND PIPE SIZE DOCUMENTED.
5. SIZE ON SIZE TAPS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY PSLUSD.
MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: 6-10
CITY OF PORT ST. LUCIE
TAPPING SLEEVE AND VALVE DATE: 2015
900 S.E. OGDEN PORT ST. LUCIE LANE
FL34983 ASSEMBLY SCALE: N.T.S.
PHONE (772) 873.6400 FAX (772) 873.6433
m.atro..K+n,-
SHEET: 1 OF 1
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REVISIONS
REV
DATE
COMMENT
BY
1
05/27/2016
PER COUNTY COMMENTS COMMENTS
2
07/26/2016
PER COUNTY
COMMENTS
SMT
3
09/13/2016
PER COUNTY
COMMENTS
SMT
4
12/01/16
PER COUNTY
COMMENTS
CMM
i KNOW WHAT'S BELOW
ALWAYS CALL 811
r s
® BEFORE YOU DIG
X ff
!°.' •" It's fast. it's free. Its the law.
www.calisunshine.com
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: FLB150018
DRAWN BY: LDT
CHECKED BY: GB
DATE: 03/23/16
SCALE: AS NOTED
CAD I.D.: SD3
PROJECT: SITE
CONSTRUCTION
PLANS
FOR��y T� �p
BRIG�H[T vYvY yX__)R y
I EAR ESTATE
LOCATION OF SITE
NE PRIMA VISTA BLVD & SE
FLORESTA DR
ST. LUCIE COUNTY
FLORIDA
BOHLER
ENGINEERING
2255 GLADES ROAD, SUITE 305E
BOCA RATON, FLORIDA 33431
Phone: (561)571-0280
Fax: (561)571.0281
FLORIDA BUSINESS CERT. OF AUTH. No. 30780
LANDSCAPE ARCHITECT BUSINESS LIC. No LC26DDM51
i SHEET TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
D-5
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REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION ASSEMBLY
SEE CHART FOR
METER/SPACING
I
ANGLE VALVE /1
METER VALVE J ETER
W/LOCK (BRASS) 12" MIN.
PACK JOINT 24" MAX.
SEE STANDARD VALVE
BOX DETAIL G-07-N,
SERVICE SADDLE
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TYPE "K" COP
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HORIZONTAL SEPARATION
CROSSINGS (1)
JOINT SPACING CQ) CROSSINGS
(FULL JOINT CENTERED)
GRAVITY OR
WA1!_R MAIN
WATER MAIN
PRESSURE SANITARY SEWER,
10, MINIMUM
SANITARY SEWER FORCE MAIN,
18" MI IMUM
6Mll_-.. _-.-NIMUM
--
RECLAIMED WATER (3),
VACUUM SANITARY SERVICE
F
WATER MAIN
ALL OTHER FACILITIES, INCLUDING
PSLI ISD FACILITY
PSLUSD FACILITY
BUT NOT LIMITED TO:
(4)
1
STORM SEWER,
STORMWATER FORCE MAIN,
5' MINIMUM
1811MI MUM3'
MIS NIMUM
RECLAIMED WATER (2),
iF
TELEPHONE, CABLE TV, POWER, ETC.
WATER MAIN
ON -SITE SEWAGE TREATMENT
10' MINIMUM
- •
""""'
AND DISPOSAL SYSTEM
(1) WATER MAIN SHOULD CROSS OVER OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 18".
®
(2) RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
Z
(3) RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
(4) A PSLUSD FACILITY INCLUDES MAINS AND STRUCTURES FOR POTABLE WATER, WASTEWATER AND RECLAIMED WATER. WHEN A GRAVITY SEWER IS
TO BE INSTALLED PARALLEL TO A DRAINAGE PIPE GREATER THAN 15" DIAMETER A MINIMUM HORIZONTAL SEPARATION OF 15' SHALL BE MAINTAINED;
GREATER SEPARATION MAY BE REQUIRED BY PSLUSD FOR PIPES LARGER THAN 24" IN DIAMETER WHEN A FORCE MAIN OR RECLAIMED WATER MAIN
i
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m
IS TO BE INSTALLED PARALLEL TO A DRAINAGE PIPE A MINIMUM HORIZONTAL SEPARATION OF T SHALL BE MAINTAINED; A GREATER SEPARATION MAY
m
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BE REQUIRED FOR DRAINAGE PIPES LARGER THAN 48" IN DIAMETER.
'Dil
~
N
g
METER SIZE
METER SPACE
5 8"
7-1/2"
5 8" x 3 40
7-1/2"
1 "
10-3 4"
13"
2"
17"
TO BUILDING
UTILITY I CUSTOMER
2"x4" TEMPORARY
1" GATE VALVE
FINISH GRADE
1" SCHEDULE 40 PVC PIPE
REDUCED PRESSURE
ZONE ASSEMBLY
THREADED NIPPLE (TYP)
T METER
2" ANGLE VALVE
PRESSURE GAUGE
WITH VALVE (TYP) 1
BRASS OR _
POLYETHYLENE
BRASS
CORP. STOP
r DOUBLE STRAP
SERVICE SADDLE A
EXISTING WATER MAIN
EXISTINGN
12"MIN
-
24" MAX.
PSLUSD
0
0
0
0
0
0
u
MAINTAIN
PHYSICAL
SEPARATION
SEE NOTE
#1
VALVE(TYP)
fRUT ' FLANGED FITTINGS.
BRASS OR
POLYETHYLENE
2" BRASS CORP. STOP
r GATE VALVE 2" DOUBLE STRAP
I %SERVICE SADDLE
FOR 2" JUMPER CONNECTIONS
PSLUSD
FOR JUMPER CONNECTIONS 3" OR GREATER
MAIN
,TER MAIN
MINIMUM CONSTRUCTION STANDARDS FOR
DETAIL: G-14
CITY OF PORT ST. LUCIE
DATE. 2014
900SE.OGDEN LANE
TEMPORARY JUMPER CONNECTION
SCALE: N.T.S.
PORT ST. LUCIE, FL 34983
PHONE (772)873-6400 FAX (772) 873-6433
SHEET' 1 OF 2
TWO 2.5" OUTLETS w
z_
PUMPER CONNECTION FACING THE STREET 1' MAX. J
FRANGIBLE FLANGE LOCATION NOTE #7)I a
FOR 'TRAFFIC" TYPE HYDRANT of
o_
BURY LINE
yw
24" x 24" x 6"
z
x
CONCRETE COLLAR
SN
GRADE WITH #4 REBAR
3"
Z
2
SEE TYPICAL VALVE RESTRAINED
HYDRANT
to
to
CONNECTOR PIPE
BOX AND COLLAR (SEE NOTE #5)
w
z
`07
DETAIL G-07
DRAIN
/-HOLE PLUG
NOTES:
1. A TEMPORARY JUMPER CONNECTION SHALL BE PROVIDED IN ACCORDANCE WITH THIS DETAIL WHEN AN EXISTING
PSLUSD WATER MAIN WILL BE USED FOR FILLING, FLUSHING OR PIGGING A NEWLY CONSTRUCTED POTABLE WATER,
WASTEWATER FORCE MAIN OR RECLAIMED WATER MAIN. A DIRECT CONNECTION SHALL NOT BE MADE UNDER ANY
CIRCUMSTANCES. THE SIZE OF THE JUMPER CONNECTION SHALL BE SPECIFIED BY THE ENGINEER -OF -RECORD (EOR)
BASED ON VELOCITY REQUIRED TO FLUSH THE MAIN.
2. THE CONTRACTOR SHALL CONTACT THE PSLUSD REGARDING SCHEDULING OF REQUIRED INSPECTIONS RELATING TO
THE CONNECTION. PSLUSD INSPECTIONS ARE SPECIFICALLY REQUIRED FOR TIE-INS OR WET TAPS TO EXISTING MAINS,
JUMPER INSTALLATION, FLUSHING, PIGGING, PRESSURE TESTING, DISINFECTION, SAMPLING, PLUGGING OF SAMPLING
POINTS AND PERMANENT CONNECTION OF THE NEW MAIN. THE CONTRACTOR SHALL FOLLOW ALL PROCEDURES
STRICTLY IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS MANUAL.
3. THE TEMPORARY JUMPER ASSEMBLY (FLANGE TO FLANGE) WILL BE SUPPLIED, INSTALLED AND TESTED BY THE
PSLUSD, IN COORDINATION WITH THE FOR AND CONTRACTOR. OTHER MATERIALS AND INSTALLATION REQUIRED FOR
THE CONNECTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL DISINFECT THE PIPE AND
FITTINGS USED TO MAKE THE CONNECTION BY SPRAYING AND SWABBING WITH CHLORINE AS NECESSARY. A SUPPORT
SHALL BE PROVIDED FOR THE ASSEMBLY AS NECESSARY. THE UNDERGROUND FITTINGS SHALL BE RESTRAINED
MECHANICAL JOINT TYPE. ALL MATERIALS SHALL BE PER THE PSLUSD APPROVED QUALIFIED PRODUCTS LIST. THE
JUMPER CONNECTION SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE ASSEMBLY IS REMOVED BY THE
PSLUSD. THE VALVES SHALL BE OPERATED BY PSLUSD PERSONNEL ONLY.
4. ALL NEW WATER MAINS SHALL BE DOUBLE -PIGGED, FLUSHED, PRESSURE TESTED AND DISINFECTED. NEW MAIN SHALL
NOT BE PLACED INTO SERVICE UNTIL THE BACTERIOLOGICAL TEST RESULTS ARE SATISFACTORY AND A WRITTEN
APPROVAL HAS BEEN OBTAINED FROM THE PSLUSD.
5. PIGGING AND FLUSHING SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF A PSLUSD INSPECTOR.
WATER MAINS SHALL BE PRESSURE TESTED AFTER FLUSHING AND PRIOR TO DISINFECTION. ALL VALVES SHALL
REMAIN CLOSED DURING THE PRESSURE TEST AND WILL NOT BE OPENED UNTIL THE RESULTS OF PRESSURE TESTING
AND BACTERIOLOGICAL TESTING ARE SATISFACTORY AND THE SYSTEM HAS BEEN ACCEPTED FOR OPERATION BY THE
PSLUSD. ALL VALVES SHALL BE CLOSED BY PSLUSD PERSONNEL AFTER FLUSHING AND SHALL REMAIN CLOSED
DURING THE PRESSURE TEST.
6. DISINFECTION OF POTABLE WATER MAINS SHALL BE CONDUCTED IN ACCORDANCE WITH AWWA C651. A MINIMUM
PRESSURE OF 20 PSI SHALL BE MAINTAINED IN THE NEW MAIN AFTER DISINFECTION.
7. CONNECTION TO EXISTING WATER MAINS SHALL NOT BE MADE PRIOR TO BACTERIOLOGICAL CLEARANCE AND UNTIL
NEW MAIN IS OWNED BY THE PSLUSD.
8. UPON WRITTEN APPROVAL, THE SAMPLING POINTS SHALL BE REMOVED AND PLUGGED BY THE CONTRACTOR. THE
CONTRACTOR SHALL. MAKE THE PERMANENT CONNECTION IN THE PRESENCE OF A PSLUSD INSPECTOR.. THE PIPE AND
FITTINGS FOR CONNECTION SHALL BE DISINFECTED BY SPRAYING AND SWABBING WITH CHLORINE.
9. THE JUMPER ASSEMBLY (FLANGE TO FLANGE) WILL BE REMOVED BY THE PSLUSD IN COORDINATION WITH THE
CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE REST OF THE JUMPER CONNECTION PIPING AND PLUG THE
CORPORATION STOP VALVES.
MINIMUM CONSTRUCTION STANDARDS FOR
CITY OF PORT ST. LUCIE
900 S.E. OGDEN LANE
PORT ST, LUCIE, FL 34983
PHONE (772) 873-6400 FAX (772) 873-6433
R/W
rDETAIL:TEMPORARY JUMPER CONNECTION
R/W
I
i
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FIRE HYDRANT
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REVISIONS
REV
DATE
COMMENT
BY
1
05/27/2016
PER COUNTY
COMMENTS
ICG
2
07/26/2016
PER COUNTY
COMMENTS
SMT
3
09/13/2016
PER COUNTY
COMMENTS
SMT
4
12/01/16
PER COUNTY
COMMENTS
CUM
KNOW WHAT'S BELOW
ALWAYS CALL 811
• BEFORE YOU DIG
It's fast. Its free. Its the law.
www.callsunshine.com
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: FLB150016
DRAWN BY: LDT
CHECKED BY: GB
DATE: 03/23/16
SCALE: AS NOTED
CAD I.D.: SD3
PROJECT: SINCE
CONSTRUCTION
PLANS
FOR -
BJLO
TT��I�eLTH 1 �Yry ��11 ORK �p
REAL ESTATE
LL)CA'd'ION OF SITE
\ MAIN ❑ NE PRIMA VISTA BLVD & SE
"N RPM FLORESTA DR
FINISHED GRADE
C:'. r"-:; �. ;.:-.. ❑ ST. LUCIE COUNTY
_ 1" POLYETHYLENE HYDRANT TEE SEE NOTE # RPM
SERVICE PIPE - 2.
FLORIDA
MALE IRON PIPE THREAD TO
PACK JOINT COUPLING (BRASS) \
i_POLYETHYLENE PIPE-�
BAG OF CONCRETE MIX
TYPE K" COPPER
OR BRASS
NOTES:
1, THE ENGINEER -OF -RECORD SHALL SIZE THE PIPE, FITTINGS, VALVES AND APPURTENANCES; THE
MINIMUM SHALL BE 2" UP TO THE ANGLE VALVE.
2. BOTH RISERS SHALL BE BRASS OR TYPE "K" COPPER TUBING (HARD DRAWN) WITH COPPER/BRASS
THREADED FITTINGS AND ADAPTERS.
3. ADDITIONAL SUPPORT SHALL BE PROVIDED AS NECESSARY TO SECURELY SUPPORT THE BACK FLOW
PREVENTION ASSEMBLY.
4. VALVE, SADDLE AND APPURTENANCES SHALL BE PER THE QUALIFIED PRODUCTS LIST.
5. METERS 2" OR SMALLER SHALL BE PURCHASED FROM AND INSTALLED BY PSLUSD. SEE SHEET 2
FOR MULTI -SERVICE METER BANK ASSEMBLY.
6. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE FROM
ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION.
MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: W-02
CITY OF PORT ST. LUCIE COMMERCIAL WATER DATE: 2015
900 S.E. OGDEN LANE
, PORT ST. LUCIE, FL 34983 SERVICE CONNECTION SCALE: N.T.S.
m ca.urta.Wr PHONE (772) 873-6400 FAX (772) 873-6433 SHEETa 1 OF 2
WATER
MAIN
CORP. STOP (SEE NOTE #3)
- SERVICE SADDLE (SEE NOTE #4)
NOTES:
1. SAMPLING POINTS SHALL BE LOCA ED AS SHOWN ON PLANS APPROVED
BY PSLUSD AND AS REQUIRED BY FL)RIDA DEPARTMENT OF ENVIRONMENTAL
PROTECTION.
2. THE EXCAVATED HOLE FOR THIS I1� STALLATION SHALL BE BACKFILLED
TO FINISHED GRADE PRIOR TO DISCH/ RGING AN
Y WATER ON THE GROUND.
3. AFTER BACTERIOLOGICAL CLEARANC'= IS RECEIVED, THE CONTRACTOR SHALL
TURN CORPORATION STOP OFF, REMO /E TUBING AND PLUG COPORATION STOP
WITH BRASS PLUG/CAP.
4. NO DIRECT TAPS SHALL BE PERMI ED.
MINIMUM CONSTRUCTION STANDARDS FOR DETAILe W-05
f,. CITY OF PORT ST. LUCIE DATE: 2015
1.~ goo S.E. OGDEN LANE WATER SAMPLING POINT
PORT ST. LUCIE, FL 34983 SCALE: N.T.S.
PHONE (772) 873.6400 FAX (772) 873-6433 ----
SHEET: 1 OF 1
NOTES:
1. A FIRM BASE CONSISTING OF BAGS OF CONCRETE MIX SHALL BE PLACED UNDER THE HYDRANT AND
VALVES,
2. FIRE HYDRANT SHALL COMPLY WITH ANSI/AWWA C502, DRY BARREL "BREAK -AWAY" TYPE WITH 5
1/4" VALVE OPENING.
3. THE MINIMUM BURY DEPTH SHALL BE 36 INCHES.
4. HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600. THE HYDRANTS SHALL BE
PAINTED BY THE MANUFACTURER WITH 2 COATS (MIN.).
5. VERTICAL BENDS MAY BE NECESSARY TO OBTAIN COVER UNDER SWALES OR AT HYDRANT LOCATION.
VERTICAL BENDS OR OFFSETS ARE INCLUDED IN HYDRANT ASSEMBLY. ALL BENDS MUST BE RESTRAINED.
6. CONNECTOR PIPE AND ANY REQUIRED VERTICAL BENDS SHALL HAVE AN ANCHORING FEATURE ON
BOTH ENDS SO THAT WHEN USED WITH M.J. SPLIT GLANDS, A RESTRAINED JOINT IS PROVIDED.
7. WHEN INSTALLED WITH SIDEWALK OR CURB , PROVIDE MIN. 2 FOOT CLEARANCE TO ANY PORTION OF
THE HYDRANT, UTILIZING THE SIDE LOT EASEMENT IF NECESSARY.
8. A GATE VALVE SHALL BE INSTALLED WITHIN 2 FEET OF THE FIRE HYDRANT. IF DISTANCE FROM THE
WATER MAIN TO THE FIRE HYDRANT IS GREATER THAN 20 FEET, A SECOND GATE VALVE SHALL BE
INSTALLED WITHIN 2 FEET OF THE MAIN.
9. ANY DEVIATIONS FROM THE CRITERIA ABOVE REQUIRE A WRITTEN RECOMMENDATION FROM THE
ENGINEER -OF -RECORD AND WRITTEN APPROVAL BY PSLUSD.
.»^-z ... DETAIL W-06
/ ,..^s �x'. MINIMUM CONSTRUCTION STANDARDS FOR
xfr CITY OF PORT ST. LUCIE DATE: 2015
900 S.E. OGDEN LANE FIRE HYDRANT ASSEMBLY
„ °n.c 7 PORT ST. LUCIE, FL 34983 SCALE: N.T.S.
.. PHONE (772) 873-6400 FAX (772) 873-6433
- SHEET: 1 OF 1
R/W
R/W
;•LI
NOTES:
1. MARKER COLOR IS BLUE. PLACE IN CENTER OF THE LANE CLOSEST TO
THE HYDRANT.
2. IF HYDRANT IS LOCATED WITHIN THE RADIUS OF AN INTERSECTION
PLACE A MARKER ON EACH ROADWAY IN THE CENTER LANES CLOSEST TO
THE HYDRANT.
3. MARKER IS PLACED PERPENDICULAR (90 DEGREES) TO THE HYDRANT.
MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: W-08
CITY OF PORT ST. LUCIE FIRE HYDRANT
S.E. OGDEN LANE REFLECTIVE PAVEMENT MARKER DATE: 2015
IT
PORT ST. LUCIE, FL 34983 SCALE: N.T.S.
PHONE (772) 873-6400 FAX(772)873.6433 PLACEMENT GUIDELINE SHEET:I OF
2255 GLADES ROAD, SUITE 305E
BOCA RATON, FLORIDA 33431
Phone: (561)571-0280
Fax: (561)571.0281
FLORIDA BUSINESS CERT.OF AUTH. No. 30780
LANDSCAPE ARCHITECT BUSINESS LIC No LC28000551
G� ®A�
q ....
e •°°ICENSF
No. 7 �f
S EOF=
° �<v
SHEET TITLE:
CONSTRUCTION
D1E"TAIL,S
SHEET NUMBER:
D,6
µ\1015\RBIW016- M N A 0 ROIOSTA"N6\PLW MS\UlW01BW M PMNIfD BY, CNG M 1.17.17 0 511 PN N MVED By. COCOOUS
Nis
DRIP IRRIGATION- TYP.
EACH PLANTER.
SEE IRRIGATION PLANS.
2' X 4' BOULEVARD SERIES PLANTER
BY ALLIED MOLDED PRODUCTS
MODEL# 1RECLP-482424
COLOR: DC 35 PURE WHITE
FINISH: FEATHER-LITE STONE 100
-SEE CIVIL PLANS FOR LOCATIONS.
GRANITE CHIPS OVER WEED
BARRIER- MIN. 6" THICK.
SIDEWALK
o
DII� II
_III=
4"
TYP.
2" PVC LATERAL LINE IN 2" PVC
SLEEVE SCHEDULE 40
-SEE IRRIGATION PLANS
DRAIN TO
STORM
TYP. BOLLARD
-SEE CIVIL PLANS
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,III III I1—
2" NDS ATRIUM GRATE ON RISER. MODEL
#270 WITH SCH 40 PVC FITTINGS.
CONNECT TO STORM- SEE CIVIL PLANS.
LANDSCAPE PLANTER SECTION
SCALE: 1 /2" = V— 0"
BEST FACE OF SHRUB/
GROUNDCOVER TO FACE
FRONT OF PLANTING BED.
REFER TO PLANT
SCHEDULE FOR SPACING.
MAINTAIN 12" DEAD ZONE
AT BED EDGE.
PLAN
NOTES:
1. TOP OF SHRUB ROOTBALLS TO BE
PLANTED 1" - 2" HIGH WITH SOIL
MOUNDING UP TO THE TOP OF RO
2. PRUNE ALL SHRUBS TO ACHIEVE i
UNIFORM MASS/HEIGHT.
3. 3" MINIMUM MULCH AS SPECIFIED.
4. EXCAVATE ENTIRE BED SPECIFIED
GROUNDCOVER BED.
5. FINISHED GRADE (SEE GRADING PL
6. PREPARED PLANTING SOIL AS SEE
(SEE LANDSCAPE NOTES) NOTE:
GROUND- COVERS AND SHRUBS L
MASSES, ENTIRE BED TO BE AMEI\
WITH PLANTING SOIL MIX AS SPECIFIED,
7. SCARIFY ROOTBALL SIDES AND BOTTOM.
TYP. SECTION
SHRUB/ GROUNDCOVER PLANTING
NOT TO SCALE
A. FINAL TREE STAKING
DETAILS AND PLACEMENT 1
TO BE APPROVED BY
OWNER,
B. ALL TREE STAKING IS TO 2
BE WITHIN MULCH BED
AREA OUTSIDE TREE PIT.
C. CONTRACTOR SHALL
ASSURE PERCOLATION OF �� 3
ALL PLANTING PITS PRIOR
TO INSTALLATION
- REFER TO POOR
DRAINAGE CONDITION DA 4
DETAIL.
,—(5
OA =OVERALL PALM
HEIGHT (MEASURED
6
TO TOP OF BUD)
CT
CT =CLEAR TRUNK
C W
7
(MEASURED TO
BOTTOM OF
LEAF SHEATHS)
8
GW =GRAY WOOD
(MEASURED TO TOP OF
9
HARDENED TRUNK)
/
12" 1 �p ` &\, / �10
1-111 !1—�Ih C
ilt
A
L_II— --1
. mil;;\'��.��..:�i�;�"✓/�=�
PALM PLANTING DETAIL
.K WIDTH VARIES — SEE PLANS
1. MINIMUM OF NINE (9) GOOD PALM FRONDS.
2. PRUNE AND TIE FRONDS WITH HEMP TWINE.
CABBAGE PALMS TO BE SELECTIVELY
"HURRICANE CUT", LEAVING 3-4 SMALLER,
TRIMMED FRONDS,
3, 5 LAYERS OF BURLAP TO PROTECT TRUNK.
4. FIVE 2" X 4e X 18" WOOD BATTENS.
5. SECURE BATTENS WITH 2- 3/4" CARBON
STEEL BANDS TO HOLD BATTENS IN PLACE, NO
NAILS SHALL BE DRIVEN INTO PALM. HEIGHT
OF BATTENS SHALL BE LOCATED IN RELATION
TO THE HEIGHT OF THE PALM FOR ADEQUATE
BRACING.
6.. (3) 2"X4"X8' SUPPORTS. NAIL (DRILL AND NAIL
IF NECESSARY) TO BATTENS AND 2" X 4"
STAKES, FLAG AT MIDPOINT AND AT BASE.
7. PROVIDE FLAGGING AT MIDPOINT AND BASE,
8. 3" SPECIFIED MULCH.
9. BERM SOIL TO HOLD WATER.
10. FINISH GRADE
11. 2X4X24" (MIN) P.T. WOOD STAKES (TYP.) NAIL
TO SUPPORT POLES.
12. PREPARED PLANTING SOIL AS SPECIFIED. (SEE
LANDSCAPE NOTES).
120'
X I 120'
120'
PLAN
NOT TO SCALE
PLANTER ISLAND NOTES
1. CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS).
2. CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR
ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS.
3. 2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH.
NOTES:
C. EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE
LENGTH AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX.
b. PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN
FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP).
C. ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES
ARE 2" PER HOUR OR LESS.
PARKING LOT ISLAND PLANTING
NOT TO SCALE
i
1 120'
120' `
PLAN
1. PROTECT TREE TRUNK WITH
BLACK RUBBER HOSE.
2. #10 GAUGE WIRE (NOTE FOR
MULTI -TRUNK TREES, GUY TO
STRONGEST TRUNK AT CENTER).
3. THREE 2" X 8' LODGE POLES
SPACE EVENLY AROUND TREE.
4, 3" MINIMUM OF CYPRESS MULCH
COMPACTED OR AS SPECIFIED.
5. SOIL BERM TO HOLD WATER.
6. FINISHED GRADE
(SEE GRADING PLAN)
7. TOP OF ROOTBALL MIN. 1"
ABOVE FINISHED GRADE
8. B & B OR CONTAINERIZED
(SEE SPECIFICATIONS FOR
ROOT BALL REQUIREMENTS).
9. PREPARED PLANTING SOIL
AS SPECIFIED.
10. ROOTBALLS GREATER THAN
24" DIAMETER SHALL BE
PLACED ON MOUND OF
UNDISTURBED SOIL TO
PREVENT SETTLING
ROOTBALLS SMALLER THAN
24" IN DIA. MAY SIT
ON COMPACTED EARTH.
NOTES:
A. CONTRACTOR SHALL ASSURE
PERCOLATION OF ALL PLANTING
PITS PRIOR TO INSTALLATION.
B. FINAL TREE STAKING DETAILS
AND PLACEMENT TO BE
APPROVED BY OWNER,
C. TREE SAVER"
ANCHORING SYSTEM MAY BE
SUBSTITUTED FOR WOOD
STAKING SYSTEM UPON
APPROVAL BY OWNER OR
LANDSCAPE ARCHITECT
TREE PLANTING DETAIL
NOT TO SCALE
KNOW WHAT'S BELOW
ALWAYS CALL 811
t
® BEFORE YOU DIG
It's fast. It's free. It's the law.
www.calisunshine.com
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PROJECT NO
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.OT 44 \
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BLOCK 46
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TREE PROTECTION & PRESERVATION REQUIREMENTS
A Protected Tree is a mature tree with a diameter at breast height (D.B.H.) of 12 inches or greater and native palm
trees with a minimum clear trunk of ten (10) feet or greater on public or private property.
Mitigation is required for the removal of a protected tree at a ratio of one inch D.B.H. for each inch of D.B.H. removed.
Trees preserved or relocated on -site, which exceed the minimum landscape requirements count as equivalent
replacement D.B.H. Trees planted on -site which exceed the minimum landscape requirements shall count as one-half
credit towards the mitigation requirements. Each palm tree which is preserved through on -site protection or relocation
will count towards any required palm tree mitigation at a ratio of one palm tree preserved/relocated equal to one palm
tree removed.
TREE LEGEND
EXISTING TREE/ PALM TO REMAIN
EXISTING TREE/ PALM TO
BE REMOVED
EXISTING TREE CONDITIONS:
TREE/ PALM NUMBER:
COMMON/ BOTANICAL
NAME
01
SABAL PALM/ SABAL
PALMETTO
02
QUERCUS VIGINIANA/
LIVE OAK
03
QUERCUS VIGINIANA/
LIVE OAK
04
SABAL PALM/ SABAL
PALMETTO
05
SABAL PALM/ SABAL
PALMETTO
06
SLASH PINE/ PINUS
ELLIOTTII
07
SLASH PINE/ PINUS
ELLIOTTII
08
SABAL PALM/ SABAL
PALMETTO
09
SABAL PALM/ SABAL
PALMETTO
10
QUERCUS VIGINIANA/
LIVE OAK
11
SLASH PINE/ PINUS
ELLIOTTII
12
SABAL PALM/ SABAL
PALMETTO
13
SABAL PALM/ SABAL
PALMETTO
14
SABAL PALM/ SABAL
PALMETTO
15
SABAL PALM/ SABAL
PALMETTO
16
SABAL PALM/ SABAL
PALMETTO
TOTAL DBH REMOVED = 210" DBH
0 30 60
SCALEFEET
DIA. DBH
DISPOSITION:
REPLACEMENT
16" DBH
REMOVE
1:1
28" DBH
REMOVE
56"
13" DBH
REMOVE
26°
9" DBH
REMOVE
1:1
20" DBH
REMOVE
1:1
23" DBH
REMOVE
46"
27' DBH
REMOVE
54"
16" DBH
REMOVE
1:1
16" DBH
REMOVE
1:1
29" DBH
REMAIN
58" CREDIT
14" DBH
REMOVE
28"
14" DBH
REMOVE
1:1
18" DBH
REMOVE
1:1
16" DBH
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1:1
16" DBH
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1:1
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PROJECT NO.
SHEET NUMBER
LA-5
IRRIGATION SCHEDULE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
m ® ® ® ® Rain Bird 1806 15 Strip Series
EST Lcs RCS csr SST Turf Spray 6.0" Pop -Up Sprinkler with Co -Molded
Wiper Seal. Side and Bottom Inlet. 1/2" NPT
Female Threaded Inlet.
O Rain Bird R13- 18 Series Rotary
4 T H F Turf Rotary 6.0" Pop -Up Sprinkler with Co -Molded Wiper
Seal. Side and Bottom Inlet. 1/2" NPT Female Threaded Inlet.
E] 0 8 ® E7 Rain Bird 1806 12 Series MPR
Q T H TQ F Turf Spray 6.0" Pop -Up Sprinkler with Co -Molded
Wiper Seal. Side and Bottom Inlet. 1/2" NPT
Female Threaded Inlet.
0 0 Rain Bird 1806 ADJ
12 HE -VAN 15 HE -VAIN Turf Spray 6.0" Pop -Up Sprinkler with Co -Molded
Wiper Seal. Side and Bottom Inlet. 1/2" NPT
Female Threaded Inlet.
i[I A1408 p Rain Bird 1806-1400 Flood
1401 1404 Flood Bubbler 6.0" popup
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Rain Bird 5004-MPR
OARC Turf Rotor, 4.0" Pop -Up, Plastic Riser, Matched
25 Precipitation Rotor (MPR nozzle). Arc and Radius
as per Symbol. 25 ft=red, 30 ft=green,
35ft=beige.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
Rain Bird XCZ-100-PRF
Medium Flow Drip Control Kit, 1" DV valve, 1"
pressure regulating filter, 40psi pressure
regulator. 3gpm - 15gpm.
Area to Receive Dripline - Landscape
Dripline with Check Valve. 0.9GPH emitters at
18.0" O.C. Dripline laterals spaced at 18.0"
apart, with emitters offset for triangular pattern.
17mm.
SYMBOL MANUFACTURER/MODEUDESCRIPTION
ED
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Rain Bird PEB-PRS-D
1", 1-1/2", 2" Plastic Industrial Valves. Low Flow
Operating Capability, Globe Configuration. With
Pressure Regulator Module.
Rain Bird ESP- SMT Smart Control System
16 Station Commercial Controller. Mounted on a
Plastic Wall Mount,
Rain Bird WR2-RFS
Wireless Rain/Freeze Sensor.
PSI
30
30
30
30
RADIUS
23'
4" Irrigation Well with 1 z HP, 230 volt, single-phase pump; 40 Gallon pressure tank
and 1.25" cycle stop. Enclose with 4' tall, black chain link fence with double -swing gates.
Irrigation Lateral Line: PVC Class 200 SDR 21
PVC Class 200 irrigation pipe.
Irrigation Mainline: 2" PVC Schedule 40
PVC Schedule 40 irrigation pipe.
Pipe Sleeve: PVC Class 200 SDR 21
Valve Callout
Valve number
# + # Valve Flow
#' Valve Size
GENERAL NOTES:
1. THE IRRIGATION CONTRACTOR SHALL AVOID TRENCHING WITHIN THE DRIP LINE OF
EXISTING TREES.
2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18 INCHES.
3. ALL MAINLINE PIPING SHALL BE SCH 40 SOLVENT WELD PIPE.
4. ALL SLEEVING AND LATERAL PIPES SHALL BE PR200 SOLVENT WELD PIPE,
5. ALL MAINLINE SLEEVING SHALL BE BURIED AT THE SAME DEPTH AS THE MAINLINE TO
PREVENT USING ELBOWS AT ROAD CROSSINGS.
6. ALL IRRIGATION MAIN AND LATERAL LINES ARE TO BE LOCATED A MINIMUM 3 FEET BEHIND
BACK OF CURB.
7. THE MAINLINE SHALL BE PRESSURE TESTED FOR A PERIOD OF 8 HOURS AT 100 P.S.I.
BEFORE BACKFILLING. THE PRESSURE TEST SHALL BE PERFORMED IN THE PRESENCE OF THE
OWNER OR OWNER'S AUTHORIZED REPRESENTATIVE,
8. ALL LATERAL PIPES SHALL BE BURIED TO A MINIMUM DEPTH OF 12 INCHES.
9. ALL ROTOR AND SPRAY HEADS SHALL BE INSTALLED USING 18 INCHES OF PVC K-FLEX. NO
FUNNY PIPE SHALL BE USED.
10. ALL SPRAY HEADS SHALL BE INSTALLED A MINIMUM 12 INCHES FROM ANY WALL OR
PERMANENT STRUCTURE.
11. FINAL LOCATION OF IRRIGATION CONTROLLER SHALL BE DETERMINED BY A LICENSED
ELECTRICAL CONTRACTOR.
12. THE CONTROL WIRE SHALL BE 14AWG/ 1.6 MM DIA. WIRE AND SHALL BE BURIED DIRECTLY
ABOVE THE MAINLINE.
13. REFER TO RAINBIRD SPECIFIFCATIONS FOR CONTROLLER INSTALLATION AND
GROUNDING. IRRIGATION CONTRACTOR SHALL INSTALL THE WIRE, SPLICES AND GROUNDING
EQUIPMENT PER RAINBIRD SPECIFIFCATIONS. ALL WIRE SPLICES SHALL BE MADE INSIDE THE
VALVE BOX.
14. IRRIGATION EQUIPMENT SUCH AS PIPES, VALVES, CONTROL WIRES, AND HEADS SHOWN
OUTSIDE OF PROPERTY LINES ARE SHOWN FOR CLARITY ONLY. ALL SUCH EQUIPMENT SHALL
BE LOCATED WITHIN THE PROPERTY LINE WITH THE EXCEPTION OF ROAD CROSSINGS
(SLEEVING).
15. THE IRRIGATION CONTRACTOR SHALL COMPLETE ALL WORK IN ACCORDANCE WITH ALL
PREVAILING LAWS, CODES AND REGULATIONS.
16. ALL EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
17. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE FOR ALL
DEFECTS IN EQUIPMENT AND WORKMANSHIP.
18. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES.
0 30 60
SCALE FEET
KNOW WHAT'S BELOW
ALWAYS CALL 811
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• BEFORE YOU DIG
Its fast. Its free. Its the law.
www.callsunshine.com
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DATE
01 /18/17
PROJECT NO.
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SHEET NUMBER
LA-6
NN: LTA111r)
O FINISH GRADE/TOP OF MULCH
02 VALVE BOX WITH COVER:
RAIN BIRD VB-STD
03 REMOTE CONTROL VALVE:
RAIN BIRD 150-PESB (INCLUDED IN
XCZ-PRB-150-COM KIT)
04 ID TAG
05 WATERPROOF CONNECTION:
RAIN BIRD DB SERIES
30-INCH LINEAR LENGTH OF WIRE, COILED
(D PRESSURE REGULATING QUICK CHECK
BASKET FILTER:
RAIN BIRD PRB-QKCHK-100
(INCLUDED IN XCZ-PRB-150-COM KIT)
O PVC SCH 80 NIPPLE (LENGTH AS
REQUIRED)
O9 PVC SCH 40 ELL
10 PVC SCH 80 NIPPLE (2-INCH LENGTH,
HIDDEN) AND PVC SCH 40 ELL
11 PVC SCH 40 TEE OR ELL
12 MAINLINE PIPE
13 3-INCH MINIMUM DEPTH OF 3/4-INCH
WASHED GRAVEL
14 PVC SCH 80 NIPPLE, CLOSE (INCLUDED IN
XCZ-PRB-150-COM KIT)
15 PVC SCH 40 TEE (INCLUDED IN
XCZ-PRB-150-COM KIT)
18 PVC SCH 40 ELL (INCLUDED IN
XCZ-PRB-150-COM KIT)
17 PVC SCH 40 FEMALE ADAPTOR
18 LATERAL PIPE
XCZ-PRB-150-com 1.511 Commercial Control Kit
2" MINIMUM, 4" MAXIMUM
BELOW TOP OF BOX.
1OX15 RECTANGULAR VALVE BOX. -
REMOTE CONTROL VALVE, ONE PER
PLASTIC I.D. TAG AT EACH VALVE. -
WATER PROOF WIRE CONNECTORS -
ONI 30" LOOPED WIRES.
OUTLET PIPE SAME SIZE
AS VALVE, 24' MIN.
TO FIRST FITTING.
45 DOWN AS
RED. TO
LATERAL
PIPE
DEPTH.
Wes/
}QQQO����
NCREASE LATERAL
O�� O O
LINE AS PER
IRRIGATION PLAN.
6" THICK
LAYER OF PEA\ —
GRAVEL.
MAIN LINE.
2" ABOVE FINISH
GRADE AT SHRUBS.
SET BOX FLUSH TO
GRADE AT LAWN.
ELECTRIC REMOTE CONTROL VALVE
NOT TO SCALE
1
INSIDE FRONT COVER
1
uvalut UUNIBULLtrc U,
ESP- SMT SMART CONTROL SYSTEM
V NOT TO SCALE
O 1 RAIN BIRD ESP-SMT4
OUTSIDE WALL MOUNT
O 1-INCH PVC SCH 40 CONDUIT
AND FITTINGS
03 WIRES TO REMOTE CONTROL
VALVES AND SENSOR
O4 OPTIONAL MODULES FOR
13-STATION CONTROLLER
OS CONNECTION FOR WIRES
FROM SENSOR
O6 JUNCTION BOX
07 1/2-INCH PVC SCH 40 CONDUIT
TO POWER SUPPLY
SP-SMT SENSOR
(BOTTOM VIEW)
:ONNECTION FOR WIRES
FROM CONTROLLER
EJJ SENSOR DETAIL
Q
NOTE:
WIRE LENGTH FROM CONTROLLER TO
SENSOR NOT TO EXCEED 200 FEET.
O1 PVC EXHAUST HEADER
(2)PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL
ZONE VALVE KIT (SIZED TO MEET LATERAL
FLOW DEMAND)
03 PVC SCH 40 TEE OR EL (TYPICAL)
O BARB X MALE FITTING:
RAIN BIRD XFD-MA FITTING (TYPICAL)
O PERIMETER OF AREA
O PERIMETER DRIPLINE PIPE TO BE INSTALLED
2"-4" FROM PERIMETER OF AREA
07 ON -SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE (TYPICAL)
POTABLE: XFD DRIPLINE
NON -POTABLE: XFDP DRIPLINE
(8)FLUSH POINT (TYPICAL)
SEE RAIN BIRD DETAIL "XFD FLUSH POINT"
09 PVC SCH 40 RISER PIPE
Inlet Pressure
psi
XFD Dripline Maximum Lateral Lengths (Feet)
12" Spool g 1a" Spacing 24"' Spacing
Nominal Flow (GRIT) Nominal Flow (GPH) Nominal Flow (GPH)
0.6 1 0.9 0.6 1 0.9 1 0.8 1 0.9
15
255
194
357
273
448
343
20
291
220
408
313
514
394
30
350
266
494
378
622
478
40
396
302
560
428
705
541
50
434
333
614
470
775
594
NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON
SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE INSTALLATION
SPECIFICATIONS ON RAIN BIRD WEB SITE (WWW.RAINBIRD.COM) FOR SUGGESTED
SPACING.
2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE MAXIMUM
SPACING SHOWN IN THE ACCOMPANYING TABLE.
6"
CLEAR TO FENCE OR
HARDSCAPE WHERE
APPLICABLE,
FINISHED GRADE. —�
1/2" FLEXIBLE PVC, K-FLEX
`IIBING, LENGTH AS REQUIRED.
5 TURF SPRAY FLEX ASSEMBLY TURF ROTOR FLEX ASSEMBLY
NOT TO ;ALE V NOT TO SCALE
O EASY FIT COMPRESSION TEE:
RAIN BIRD MDCFTEE
02 ON -SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE
POTABLE: XFD DRIPLINE
NON -POTABLE: XFDP DRIPLINE
03 INLINE DRIP EMITTER OUTLET
04 TIE DOWN STAKE: RAIN BIRD
TDS-050 WITH BEND (TYPICAL)
O MULCH
O6 FINISH GRADE
NOTES:
1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN
LOAM, AND FIVE FEET IN CLAY.
2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES
OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE
OF DIRECTION.
XDF Dripline Connection
SAWCUT 1 1/2" MINIMUM.
EXISTING PAVMENT
REPLACEMENT PAVING:
SHALL BE "IN KIND", INCLUDING
SEAL COATS.
NEW ASHPHALT PAVING SHALL BE
2" THICKER THAN THE EXISTING, AND
NO LESS THAN 5" THICK.
SUBSEQUENT BACKFILL WITH 100%
COARSE SAND, COMPACETED TO 90%
OPTIMUM DENSITY.
WHEN PVC PIPE IS USED, PIPE S-nI
BE BACKFILLED TO THE HAUNCHINC
AND COMPACTED TO 90%'PRIOR TC
COMPLETING SUBSEQUENT BACKF'%_L
HAUNCHING
BEDDING
WIDTH VARIES
4" MIN. 4" MIN.
TRENCH DETAIL AT ASPHALT PAVING
NCI TO �CA�_E
KNOW WHAVS BELOW
ALWAYS CALL 811
• BEFORE YOU DIG
•,. Its fast. Its free. Its the law.
www.calisunshine.com
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DATE
01 /18/17
PROJECT NO.
SHEET NUMBER
LA-7
GR9PHLCSCALE
30 0 30
( IN FEET )
I inch = 30 feet
SEE SHEET 2 OF 3
FOR IMPROVEMENTS AND
TOPOGRAPHIC INFORMATION
SEE SHEET 3 OF 3
FOR OFFSITE TOPOGRAPHIC AND
RIGHT- OF- WA Y INFORMA TION
LEGEND
AC
ABBREVWIONS
AIR CONDITIONER
INN.
INVERT
(C)
CALCULATED MEASUREMENT
ID
IDENTIFICATION
CONC
CONCRETE
LB
LICENSED BUSINESS NUMBER
CSW
CONCRETE SIDEWALK
LP
LIGHT POLE
(0)
DEED MEASUREMENT - CALL
LS
LICENSED SURVEYOR
(F7
FIELD MEASUREMENT
NAVD
NORTH AMERICAN VERRCAL DATUM
EBX
ELECTRIC BOX
NGVD
NATIONAL GEODETIC VERTICAL DATUM
EL
ELEVATION
OHW
OVERHEAD WIRE
EM
ELECTRIC MEIER
(P)
PLAT MEASUREMENT - CALL
FCM
FOUND CONCRETE MONUMENT
PP
POWER POLE
FDOT
FLORIDA DEPARTMENT OF
PRM
PERMANENT REFERENCE MONUMENT
TRANSPORTATION
PSM
PROFESSIONAL SURVEYOR & MAPPER
F.F.
FINISHED FLOOR
R/W
RIGHT-OF-WAY
FIR
FOUND IRON PIPE
SCIR
SET CAPPED IRON ROD
FOR
FOUND CAPPED IRON ROD
SND
SET NAIL AND DISK
FIR
FOUND IRON ROD
TBM
TEMPORARY BENCHMARK
FND
FOUND NAIL AND DISK
WM
WATER METER
FPP
FOUND PINCHED PIPE
WV
WATER VALVE
GV
GAS VALVE
NUMBER
SYMBOLS
O
®C
CABLE RISER
7RBE LOCATION (SIZE AND TYPE
GRAZE INLET
AS NOTED)
UI1LftY FUG ELECIRN:
UTILITY
QS
SANITARY SEWER STRUCTURE
UIIUrY FUG COMMUNICATIONS
ELEVATION
I
UTILITY FLAG GASSPOT
+ry00
'j
UTILITY FUG RECLAIMED WATER
QD
STORM STRUCTURE
'.
UTILITY FLAG SANTARY/STORM SEWER
eT
TELEPHONE PEDESTAL
'9
UTILITY FLAG WATER
®
TRAFFIC SIGNAL JUNCTION BOX WOOD FENCE
rX
FIRE HYDRANTMETAL
FENCE —■—x
PVC FENCE
SIGN
®
BOLLARD
SURVEY REPORT:
1. UNLESS DIDITALLY SIGNED AND SEALED, THIS SURVEY MAP AND/OR REPORT OR THE
COPIES HEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY
MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.
2. THIS OFFICE HAS NOT ABSTRACTED THIS FOR ANY RECORDED CLAIMS OF TITLE
EASEMENTS OR RESTRICTIONS. THE PRESENCE OR ABSENCE OF ANY SUCH CLAIMS IS NOT
CERTIFIED HEREON.
3. NO UNDERGROUND IMPROVEMENTS OR UTILITIES WERE LOCATED EXCEPT THOSE
SHOWN HEREON.
4. UNLESS NOTED OTHERWISE, NO UNDERGROUND FOUNDATIONS LOCATED.
5. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" ACCORDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY NUMBER 120285. PANEL NUMBER 0280,
SUFFIX J, MAP NUMBER 12111CO280J, EFFECTIVE FEBRUARY 16, 2012, FOR ST. LUCIE
COUNTY, FLORIDA.
6. NO EVIDENCE OF CURRENT MOVING EARTHWORK, BUILDING CONSTRUCTION OR BUILDING
ADDITIONS WAS OBSERVED DURING THE PERFORMANCE OF THE SURVEY REFLECTED HEREON.
7. WE ARE UNAWARE OF PROPOSED CHANGES IN STREET RIGHT-OF-WAY LINES. THERE
WAS NO OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIR.
8. NO EVIDENCE OF THE SITE USED AS A SOLID WASTE DUMP, SUMP OR SANITARY
LANDFILL WAS OBSERVED DURING THE PERFORMANCE OF THE SURVEY REFLECTED HEREON.
9. WE HAVE NOT BEEN PROVIDED EVIDENCE OF WETLAND AREAS AS DELINEATED BY
APPROPRIATE AUTHORITIES.
10. THERE ARE NO PARKING SPACES ON THE PROPERTY DESCRIBED HEREON.
11. INSURANCE CERTIFICATES PROVIDED UPON REQUEST.
12, THIS SURVEY MAP 15 NOT VALID WITHOUT THE PRESENCE OF ITS THREE SHEETS.
13. LINEAR UNITS SHOWN HEREON ARE IN U.S. SURVEY FEET.
14. THE EXPECTED USE OF THE SUBJECT PROPERTY IS COMMERCIAL USE.
15. THIS BOUNDARY AND TOPOGRAPHIC SURVEY WAS PREPARED BY:
JEFFREY L KOHLER, P.S.M. L.S.6201, STATE OF FLORIDA
EBI SURVEYING (L.B. 7652)
8415 SUNSTATE STREET
TAMPA, FLORIDA 33634
PHONE: 813.886.6080
MAP OF SURVEY
CGNrwl \ \
NO�,�,Wf,Np Pf5\
S LIB 76 2 \ \\
LOT
BLOCK45 }
/ \ STI
N
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BLOCK 45 O�12M N \ '
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SITE PHOTOGRAPH
CSV1
..
COVEREDt5: X
3' rA f I / CON AREA
s s. LOT I (TYPICAQ
xs V / BLOCK 45 \ \ : rt\ F(.ts �9 1
/ \ J J ��0. y 1G�
A, C�
19.2' ti9 lOi� C
ar(s s
ONE STORY \ 3N5
BUILDING
F.F. N160 \
s Txxtad:'13 3 2 11 s1, a xg r +a szz ,¢ # h,,xab \ \ n EL.:
9.0'
/ I
oh SHED
Xf /
SHED
LOT2
•�,�„'T a \ 1�y\ BLOCK45 \ �\ / // \ SHE
ze N \ \ \ (VACANT LOT)\00 \ \ /
°`'0y16G`A4tiAA
g \ 1G' P� LOT 50 Zs•
LOT 4 / \ ` '>. F 'L \ \ o\ oR�E�p l / % / /\ \BLOCK 45 a
BLOCK45 / \ cy\ \\ 1� PEapGN� // / \ \ n' �m m
LOT3 \\ lC��9mm� ,.
°5 BLOCK 45 f \ // // \ el\ 8 o
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N a
m toR \ /
OB'o\8 A< ,,e Co. \ N .. / LOT 49 \ \ t 1•
5/8.
ID
A.
F tFY' 0 \\ Q\\ '� / / \ \ BLOCK 45
ta
oN S, NG ' \\
\ \53
\ \ / / / o LOT 48
'
�C \
BLOCK45
\ \
16 �,e �n•
STORAGE
LOT 5
51�e'„
1p
R OBLOCK4S
N a \
\
CONC. / / / / LOT 47 \ ro \ °e\E s\�
/ /
y o \ '+r\
\
BLOCK 45 r, „ e'\\Di( 6\ At;
\
\ o. SHED o5 0olai£ss +
\ g'I SHED
O \ o.>.// / LOT46 \ \ r \ \ \ / wq
\. / \ \
\oo IS 10.1'� / / / BLOCK 45 SHED \ ro\\ N
Psis
o toRG \ ram\ / �N +1 1
-1ai()x s....
h / % / ,.,\ �� 9J8\'I? �A9 \ ""r \,/ / ,o. yxt $ `sr,,#��, ' k s € )+s
T• j npZ 9t xt i ' t°'1'^'13 fix z „ix'e AG
O• 9 n a s 3# x
/ / / \ \ /'�-
OftP\NMENZ SCIR 5/8" LB 7652
\�: Ck 0
EPA R�'� `WO00• \... \ 'o' / / / KIP 1/2" NO ID
GAT` K, 0.06' w tie a tcrs s x
SCIR 5/e" NA1 N,,P
LB-7652 / \ 9 \ ao oNSt
oTR�W\,ATp x3#1Ni
q?I.,I,07'43 v.
7.
x1VALLEY 4$ f.
\
/
\
LOT 44
\ $
\ra
\
\
BLOCK45
\ \
\
\\
OWNER: BILL R.
\ r4
\\
EASLEY,
ETAL
e9
\
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10 �PGE \
\
A179
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Ep1N T
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\ \ of
25•''
\
LOT 43
\ \\
/
\ \\
BLOCK45
96
OWNER: SALLY C.
AN➢ERSON, ETAL
\ \
\ -COVERED
.�
�\ AREA
/ \ (TYPICAL)
\ \
3 hl s«e
FIR 1/2"
NO ID
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SHED TYPE CURB
\ \•p
\Te N \ ✓ 1d / OZ �.\ \pc^� rli5`£YS,
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1 /2"
ID
MAP OF SURVEY
LEGAL DESCRIPTION:
LOTS 1, 2, 3, 4, 5, 46, 47, 48, 49 AND 50, BLOCK 45, RIVER PARK -
UNIT FIVE, ACCORDING TO THE PLAT OR MAP THEREOF, AS RECORDED IN
PLAT BOOK 11, PAGE 31, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CONTAINING 98,967 SQUARE FEET OR 2.272 ACRES, MORE OR LESS
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
CHORD
LENGTH
CENTRAL
ANGLE
C1 F P
395.82'
1947.09'
N6233'22"E
395.14'
11'38'51"
C2 F
38.45'
25.00'
S7912'37"E
34.77'
88'06'53"
C3 F
40.02'
25.00'
S10'42'32"W
35.88'
91'43'24"
C4 F
50.66'
067.09'
S67'40'40"W
50.66'
1'24'15"
C5 F
396.27'
2182.09'
S61'46'23"W
395.73'
10'24'1B"
LOTH
BLOCK38
RIVER PARK, UNIT 4
PLAT BOOK 11, PACE 9
S
�s.
O?1O 1
115
mo
s��J
s.�
/ BENCHMARKS:
CONTROL BENCHMARK:
ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE
BENCHMARK IDENTIFIED AS "BENCHMARK #512" LOCATED 39' WEST
OF EAST EDGE OF SOUTHBOUND LANE OF FLORESTA DRIVE AND
62'
SOUTH OF PRIMA VISTA BOULEVARD.
ELEVATION: 11.359' (NAVD 1988)
ON -SITE BENCH MARK TBM #1:
STATION IS A NAIL AND DISK LB-7652 SET ON TOP OF A CURB
INLET LOCATED 3.19' SOUTH AND 15.37' WEST OF THE
NORTHERNMOST CORNER OF THE PROPERTY DESCRIBED HEREON.
ELEVATION: 11.38' (NAVD 1988)
ON -SITE BENCH MARK TBM #2:
STATION IS DESCRIBED AS THE NORTH RIM OF A SANITARY SEWER
MANHOLE LOCATED 42.17' SOUTH AND 29.44' EAST OF THE
SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON.
ELEVATION: 13.16' (NAND 1988)
5/8"
ID
LOT 12
BI OCK 3N
TYPE "F" RiVER i'ARK, UNIT 4
nlaa PLAT BOOK 11, PAGE 9
P
1c
IMS
oowV
\ oWV
oWV
LOT13
BLOCK 38
RIVER PARK, UNIT 4
PLAT BOOK 11, PAGE 9
FIR8"J
NO5/ID S
010,
arcs.
I
10
A-
0 " v
LOT 1'
BLOCK 46
7/ G
1
TO BRIGHTWORK REAL ESTATE:
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND
THE SURVEY ON WHICH IT IS BASED WERE MADE IN
ACCORDANCE WITH THE 2011 MINIMUM STANDARD
DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE
SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY
ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 5,
7(a), 8, 9, 11(a), 13, 16, 18. AND 21 OF TABLE A
THEREOF.
THE FIELD WORK WAS COMPLETED ON 03/20/2015.
AND
I HEREBY CERTIFY THAT THIS SURVEY WAS MADE
UNDER MY DIRECTION AND MEETS THE STANDARDS OF
PRACTICE REQUIREMENTS OF CHAPTER 5J-17 OF
THE FLORIDA ADMINISTRATIVE CODE.
L�Kuti Digitally signed by
Jeffrey L. Kohler PSM
LS 6201 State of
%'� srrenr Florida..
Date: 2016.09.09
�x((:a' 15:17:18-04'00' 91912016
�CFFREY L. KOHLER, PSM DATE SIGNED
SURVEYOR AND MAPPER NUMBER: LS-6201
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REVISIONS: APPD.
REVISE BOUNDARY & ADD TORO
9/11/2015 DLS
REVISED BOUNDARY,
ADDED OFFSITE TORO & R/W LINES
3/10/2016 JMW
ADDITIONAL OFFSITE TOPOGRAPHY
3/24/2016 JWS
ADDED BOUNDARY/FENCE TIES
5/18/2016 JLK
REVISED PER COMMENTS
8/8/2016 JLK
REVISED BOUNDARY
9/9/2016 JLK
DATE OF SURVEY:
03/20/2015
DRAWN: XRH/FRV
CHECKED: XRH
REVISION:
FILE: BW09ALTAX.dwg
SCALE: 1" = 30'
PROJECT NUMBER:
BWREOW9
SHEET NO.
OF 3
MAP OF SURVEY
TRAFFIC (V
SIGNAL STORM SEWER 00 L0
POLE MANHOLE O
TOP EL.: EL.SEE SHEET 1 OF 3 m
S.W. INV. EL.:: 0.72' /
N.W. INV. EL: 0.82' " N Co
00 J
°y N.E.'"V. EL.: 2.13' FOR BOUNDARYINFORMATION M M
�i O� 00 -0
SEE SHEET 3 OF 3 u) COM °° E
ON OVER HEADFFIC 1fWIRE 'S 4HTS�V% -0 x Z
LEGEND , �cQ �° / FOR OFFSITE TOPOGRAPHIC AND N .0 1 0
y
2
GRAPH]CSCALE
30 0 30
( IN FEET )
1 inch = 30 feet
SANITARY SEWER
MANHOLE
TOP EL.: 12.02'
TRAFFIC ^, ro; RIGHT-OF-WAY INFORMATION �, .N
o
o .L
SIGNAL ,�o Lo Q
POLE / TRAFFIC LIGHTS
O. f ON OVERHEAD WIRE
GV / I M `0
CURB INLET r-
S
TOP EL: 11.65' L So Oyj1 N
THROAT EL.: 10.61' .�^ q,0 ,-2' VALLEY \ 05V ^� Oa U
BOTTOM EL: 0.75' 0 ^o TYPE CURD ° `�,.
STORM SEWER ^O o . A 0) v=
MANHOLE r ^^p TRAFFIC 0 �
TOP EL L.: 3 a)5
�O °�� BOTTOM EL 3ST •` SIGNAL L U
F `1 oL%: o POLE
^g � ^ ' (FULL OF WATER)
STORM SEWER
MANHOLE'1-
' TOP EL: 11.14
^4' ' INV EL.- 4.89'
^ TRAFFIC LIGHTS
?p�700 ON OVERHEAD WIRE /��%I,.` ROp
o /PSG' -• 2' VALLEY\ ^ 'Y
^° O'7 � ' PGV / TRAFFIC `T TYPE CURB,\ STORM SEWERMANHO. ^^0
{Y 5 d5 TBMj' SIGNAL- ,Lkp ,^06 TOP EL 10.87'
•.^� TRAFFIC EL 11.36'I POLE �0 S,y \�` BOTTOM EL.: 3.27
SIGN CURB INLET ^U'. ^° (FULL OF WATER) o-ti ,y6
APPROXIMATE (TYPICAL) TOP EL 11 38' °� ^°
STORM SEWER LOCATION OF , . / THROAT EL: 10.3T
MANHOLE UNDERGROUND u�/ // INV EL.:. 4.45'� �,a y0/�,�0 ^^ -�04' \ yy
TOP EL.: 11.91' STRUCTURE r✓'" p ^ MAILBOX -I ./ ^O // ^^ ^ �° N°
S.W. INV. El.: TYPE "F" os ^O' o TYPE "F"
h ry I <s ^ CURB
N.E. INV. EL: 2.86' my = ^`Y' ^^ i/. CURB 0 y ayP,y9k O
S.E. INV. EL: 2.91' PP 0 / h'^ Q q•."N* E \ o' \ pa
^ -SANITARY SEWER o r
^ti 6 MAILBOX MANHOLE 9�i
g 0 ^ TOP EL: 11.36' A �.' N
CURB INLET b ' / ^^�� g oC / l� On �, ���
TOP EL.: 12.22' ^`ti, �.. / INV. EL.: 6.71' g5 ,� e 'F"�`-- --1 ^o `
�. GRATE INLET , CURB INLET
TYPE F" �`^ / ^^ n� TOP EL, 10.09' TOP EL.: 10.75'
CURB,;; o'�L o / ^^`'� �g ^o INV. EL: 421' T�ROALL OF WATERS
.^' / O`v AREA TYPE "F" W Y
.1� �' / / (TYPICAL O / U
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CURB INLET \ I ).1: $ -' °h J1 �•. 6's . ti �ry ye ,N / 1d•j 9 ob • a NY• / . \ \ ryp y9
x , ,.. ,^ ,.. y ry. \ ,ry \\ \ 0 x6 / ` / ,,i' 2J J 0 \ • pP ^ ; 'GQ ^°
THROAT EL: 11.43' . r / ao :,, . io °� ry6 ^ \ / / 60 \ �05 ♦y' o yry xa / / �?N1' \ \ p m� ti y '�;
TYPE "F'. : MAILBOX ,� ry. �, \ \ .C& ry o •lR' MA,LBOX
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MANHOLE ✓ /.. ry ry \/ G a p w . J
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S.E. INV. EL: 6.89' 6
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CURB
5�0� DATE OF SURVEY:
D\&506AG _t \ k b,y6 'nN Nl_ 'i'61 ^L 6d N yo.. \`ti. /. / 1, '� ^ <�.
03/20/2015
ti� ^9 DRAWN: xRH/FRv
�+ \ \ y Q 6a ,rye °^ \j CHECKED: XRH
p1iE A �' 1y'oy% \ P ry.^�,g ti o^ / a ,ry° y5 REVISION:
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\ N g�\� 1 \ `"' s'ry�P^ i ^� ^�6 BENCHMARKS: ^+ry q,"'a ° FILE: BW09ALTAX.dwg
+� 1ry. y ^ti CONTROL BENCHMARK: +
a o \ ^h > my + ,ray
\ \ q53 w y? \ \ ^ a?�4 i P D / AAILBO ti ELEVATIONS SHOWN HEREON ARE BASED ON PORT ST. LUCIE oN� oo SCALE: 1" = 30'
y WM BENCHMARK IDENTIFIED AS "BENCHMARK #y5q12" LOCATED 39' WEST ^°��i ryy RfTf ery `^
\ .yF' pg / ^�0 / ^ti ;% / , fir` if" h O 47 `y. ry
\ \ +` \ \ // / d° •;. OF EAST EDGE OF SOUTHBOUND LANE OF FLORESTA DRIVE AND 62' �m a �, y? ae,
SOUTH OF PRIMA VISTA BOULEVARD. m4' v + ��° ^
, ^ PROJECT NUMBER:
Qo y + y /1/�/�f�
\ ` ° _ „9 °� , ^ry ELEVATION: 11.359' (NAVE) 1988) 1ryp5 y a`, BWRE0009
\ COVERED °j 'Lo / 9 a
AREA i {L' 9 L i / ",• '. y
\ ° ^ ON -SITE BENCH MARK TBM #1: +` hrya
/ / \ (TYPICAL) ^ °9/ STATION IS A NAIL AND DISK LB-7652 SET ON TOP OF A CURB a cs6 y ^
e O^ INLET LOCATED 319' SOUTH AND 15 37' WEST OF THE co y�• ak
SHEET N0.
MIA #2
r'
/ ao
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NORTHERNMOST CORNER OF THE PROPERTY DESCRIBED HEREON.
ELEVATION: 11.38' (NAVD 1988)
ON -SITE BENCH MARK TBM #2:
STATION IS DESCRIBED AS THE NORTH RIM OF A SANITARY SEWER
MANHOLE LOCATED 12.24' SOUTH AND 103.62' EAST OF THE
SOUTHWEST CORNER OF THE PROPERTY DESCRIBED HEREON.
\ELEVATION- 13.16' (NAVD 1988) /
y
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+ a15 � 2
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MAP OF SURVEY
OF V