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PCN
3425-704-0015-000-3
SECTION TOWNSHIP RANGE
25:36S :40E
PARCEL AREA
28.527 AC.
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A PORTION OF PARCEL D-2, SAVANNA CLUB PLAT NO. FOUR, ACCORDING TO THE
PLAT THEREOF, AS RECORDED IN PLAT BOOK 30, PAGE 15, PUBLIC RECORDS OF ST.
LU61E COUNTY, FLORIDA.
Develpment Area
LIMIT OF DEVELOPMENT AREA 38,957 S.F. / 0.89 AC.
EXISTING BUILINGS TO BE REMOVED (INCLUDES WALKS UNDER ROOF) 14,074 S-F.
PROPOSED CLUBHOUSE 14,348 S.F.
PROPOSED NEW ASHALT
P77�1 REMOVE EXISTING CONCRETE/ASPHALT
PROPOSED CONCRETE
NOTES
1. REFER TO SITE PLAN FOR LIMITS OF BUILDING AND ROOF
REMOVAL/DEMOLITION.
2. - ALL AREAS OF ASPHALT OR CONCRETE REMOVAL SHALL HAVE ENTIRE
BASE REMOVED AND REPLACED WITH CLEAN FILL MATERIAL SUITABLE FOR
LANDSCAPING, UNLESS OTHERWISE NOTED.
3. PROPOSED CLUBHOUSE TO UTILIZE EXISTING WATER SERVICE. ALL WATER
SERVICES FOR EXISTING BUILDINGS (INCLUDING FAIRWAYS BUILDING) SHALL BE
MAINATIANED AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO
RELOCATE EXISTING SERVICE/BACKFLOW ASSEMBLY TO 5' MINIMUM OUTSIDE
PROPOSED CLUBHOUSE FOOTPRINT. ANY POTENTIAL SHUT DOWNS OF WATER
SERVICE TO EXISTING FACILITIES SHALL BE BE APPROVED BY THE SAVANNA
CLUB PROJECT MANAGER OR ENGINEER.
4. PROPOSED CLUBHOUSE DEVELOPMENT HAS A NET INCREASE OF 274
SQUARE FEET OF ADDTIONAL IMPERVIOUS AREA WHEN COMPARING THE
EXISTING CONDITION TO THE PROPOSED.
5. SAWCUT ALL CONCRETE JOINTS WHEN MATCHING EXISTING TO PROPOSED
CONCRETE WALKS.
6. CRADE ALL SIDEWALKS AWAY FROM BUIII-DINGS TO MATCH EXISTING
SURFACE FLOW PATTERNS.
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7. PROPOSED GOLF CAR PARKING SHALL BE 5'X10* AND STRIPED WITH 6"
WHITE PAINT.
8. PROPOSED PARKING SPOTS OVER EXISTING ASPHALT SHALL HAVE THE
EXISTING ASPHALT REMOVED AND BASE ROCK REWORKED UNDER THE
ENGINEER'S OBSERVATION. THESE PARKING SPACES WILL REQUIRE 1
TYPE SP-9.5 WITH REWORKED ROCK BASE.
9. ALL FIRE LINE UTILITY WORK WILL BE COORDINATED WITH CITY OF PORT
ST LUCIE UTILITY DEPARTMENT PRIOR TO COMMENCEMENT OF CONSTRUCTION.
10.. PROPOSED CLUBHOUSE FACILITY SHALL CORE INTO EXISTING SANTIARY
MANHOLE FOR SERVICE CONNECTION. THE EXISTING MANHOLE CONNECTION IS
A PRIVATE MANHOLE THAT IS PART OF THE SAVANNA CLUB PRIVATE
WASTEWATER TREATMENT SYSTEM.
CALL 46 HOMS KFOIRE
YOU, DJO IN FLORIDA
1-600-432-4770,
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CORE INTO EXISTING
SANffARy MANHOLE
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772.341.9322
www,McCarty LandPlanning.com
Mike@McCartyLandPlanning.com
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Scale 1 11=201-011
Drawing Date 6-3-13
DRIC COMMENTS 7/24/13
PER CLIENT UTILITY SVCS REV 8/25/13
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I
FINISH COVER MARKED "SEWER" MATCH
FINISH
GRADE AND PAINTED GREEN
GRADE
4 4A I/ZZ/.
IUT
z
I-
ACCESS BOX
AND COVER
\_CONCRETE COLLAR
W1 (1) #4 REBAR
SCREW CAP/PLUG
6" RISER
6" 45' PVC ELBOW
MARKER BALL 45' PVC WYE
(SEE NOTE #3)
PVC
PVC CAP AT-/
NOTES: TERMINUS
1. AN ACCESS BOX AND COVER ON THE QUALIFIED PRODUCT LIST SHALL BE USED.
2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL
POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE
PSLUSD UTILITY STANDARDS.
3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW.
:T CONSTRUCTION STANDARDS FOR DETADETAIL:WW-05
OT �.LUC:E GATE: 0312010
O S.E. OGDEN LANE SANITARY SEWERLEANOUT
C
FORT ST. LUCIE, FL 34903
EE W
PHONE (772) 87349400 FAX (772) 8734433 1 ONSET: I OF I
E
XCAVATED
IWIDTH
TRENCH
SOLID COPPER LOCATOR WIRE
SHALL BE PLACED ON TOP OF PIPE
AND LOOPED AT EACH BELL FORj�
FINISHED GRADE
ALL WATER AND FORCE MAINS
FINAL
BACKFILL
NOTE #4
12-
6" MIN
LAT TAMP)
172" MAX. �X
p.i¢ INITIAL
PIPE ZONE
BACKFILL
lowP,
P ...... ...... . . . .. .. ... . (SIDE TAMP)
Do R.............
Li HAUNCHING
. . . . . . . . . . . . .
............. .....
BEDDING
FOUNDATION
(REQUIRED WHEN UNSUITABLE
MATERIAL IS
UNDISTURBED SOIL
ENCOU TERED)
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 BA'KFILL
REQUIREMENTS. IF THE PIPE IS
INSTALLED IN A COMPACTED EMBANKMENT, THE
MBANKMENT SHALL BE IN PLACE AND
COMPACTED TO 12" MIN. COVER BEFORE INSTALL'TION
OF PIPE.
3. IF BEDDING IS REQUIRED TO BRING TRENCH
1
BOTTOM UP TO GRADE AND PROVIDE UNIFORM
AND ADEQUATE LONGITUDINAL SUPPORT UNDER --HE
PIPE, THEN A MINIMUM COMPACTED DEPTH
OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL!
15 REQUIRED.
4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS
1
OF THE FLORIDA TRENCH SAFETY ACT.
5. AN APPROVED LOCATOR WIRE SHALL BE USED
1
PER, THE QUALIFIED PRODUCTS LIST.
6. EARTHWORK, EXCAVATION, BACKFILL AND COMDACTION
SHALL BE IN ACCORDANCE WITH PSLUSD
STANDARDS.
MINIMUM CONSTRUCTION STANDARDS FOR
CITY OF FORT ST. LUCIE
STANDARD
PIPE TRENCH CROSS
DETAIL: "4
Jim rmuwmo
900 S.E. OGDEN LANE
FORT n. LUCIE, FL 34983
SECTION
SCALE: N.T.S.
PHONE 1772) 873-MOD FAX (772) 8734433
P-HEF, OF -1
2,500 PSI CLASS I CONCRETE
SLOPE TO SWALE 4-- SLOPE (2% MAX)
;l-'. �a
STABILIZE SUBGRADE TO A
LBR 40 DENSITY SHALL BE 98%
OF MAXIMUM AS DETERMINED BY
NOTES: AASHTO T-180 METHOD
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOT
SPECIFICATIONS SECTION 350.
2. PROVIDE EXPANSION JOINTS 20' CENTER TO CENTER, AT PC & PT OF
CURVES, JUNCTIONS OF EXISTING & NEW SIDEWALKS, AND WHERE SIDEWALK
ABUTS BUIDLINGS, CURBS, DRIVEWAYS & SIMILAR STRUCTURES.
3. PROVIDE CONTRACTION JOINTS 5' CENTER TO CENTER.
4. SOD SHALL BE PLACED BELOW EDGE OF SIDEWALK TO ALLOW DRAINAGE.
TYPICAL SIDEWALK
N.T.S.
L ASPHALT PAVEMENT
, N.T.
NOTE:
1. ALL CONCRETE S ALL HAVE A MINIMUM
STIR
COMPRESSIVE NGTH OF 2,500 PSI
AT 28 DAYS.
2. SAWCUT CONTRACTION JOINTS ON 10'
CENTERS MAX. WITHIN 48 HOURS AFTER
POURING CURB.
BASE REPLACEMENT
TRENCH
IYLIMITS
OF NEW
WIDTH
PAVEMENT
[-TRENCH WIDTH
SEE NOTE
(SAW CUT AND
A
REMOVED EXISTINGI
ASPHALT)
-MECHANICAL SAW CUT
EXISTING PAVEMENT IN A
LVI
NEAT STRAIGHT LINE (TYPICAL)
PLAN VIEW
TACK COAT
ALL SURFACES
& EDGES OF
12" 12"
6"
6
12"
12"
-ASPHALTIC CONCRETE
OF EXISTING
MIN.
MIN.
TYPE & THICKNESS TO
PAVEMENT
MATCH THE ADJACENT ROAD
(MIN, 11 THICKNESS)
APPLY TACK
COAT TO
MECHANICAL SAW CUT
EXISTING
CONCRETE
EXISTING PAVEMENT
PAVEMENT-\
-----------------
(TYPICAL)
EXISTING BASE
FINAL
BACKFILL
CONCRETE
(SEE NOTE 5)
INITIAL
BACKFILL
I WIDTH I
SECTION VIEW
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 STREET IS OPEN CUT WITHIN THE LIMITS OF THE
ROADWAY INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE.
3. WHEN STREETS OTHER THAN ARTERIALS OR MAJOR 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 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. 3,000 PSI CONCRETE WITH FIBER (8- MIN.)
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: "S
:, OF FORT ST. LUCIE UTILITY ROAD CUT PAVEMENT JOAT0,0312010
DOD S.E. OGOEN LANE
FORT ST. LUCIS, FL M083 RESTORATION F!C=- �NT
PHONE (7721, 873-6400 1" (T72) 8734433 A.
WIRE PORT -
FINISH GRADE-
36" MIN.
MATCH EXISTING SURFACE
ROAD MATERIAL
VALVE BOX
LRISER PIPE
NRS FLANGE X
EXISTING) MECHANICAL JOINT GATE VALVE
tMAIN NEW MAIN
TAPPING SLEEVE (SEE NOTES) SAG OF CONCRETE MIX
NOTES;
1. THE VALVE BOX AND COLLAR SHALL BE IN ACCORDANCE WITH STANDARD DETAIL G-07.
2, TAPPING SLEEVE SHALL BE PER QUALIFIED PRODUCTS LIST.
3. THRUST BLOCKS MAY BE REQUIRED AT THE UTILITY'S DIRECTION. (CASE BY CASE)
4. NO TAP WILL BE ALLOWED CLOSER THAN 5 FEET FROM ANY JOINT, FITTING OR EXISTING
TAP ALONG THE MAIN.
ItMINIMUM CONSTRUCTRIN STANDARDS MR - .- I
CITY OF FORT ST. Welk DATri owma
000 S.E. OGDEN LANE WET TAP ASSEWISLY
PORTT.T.LUCINIFI, 34993
PHONE (772),573-0400 VAX (TY21873-6433
24* WATER, SEWER OR REUSE
V
CAST IN COVER AS APPUCABLE
4- WIRE PORT 3.0 X J" THICK BRONZE DISC ANCHORED IN
CONCRETE PAD WITH HOOK DISPLAYING J" DEEP
24" A 6GV A LETTERS CAST INTO DISC STATING NUMBER OF
-*4 TURNS TO OPERATE 1, SCHEMATICALLY IDENTIFIED
XX, TURNS MAIN & VALVE LOCATION
'
-4r-
LI 2'J J 4Z4-
3
CONCRETE VALVE COLLAR PIN FORANCHOR
SECTION A -A
#4 RER�AR 24" X 24" X 6" THICK
CONCRETE COLLAR
FINISH GRADE -,.,MATCH EXISTING SURFACE
ROAD MATERIAL
WIRE PORT
CAST IRON VALVE BOX
VALVE BOX ALIGNMENT DEVICE
LOCATOR (SEE NOTE #2)
WIRE VALVE
RE RISER PIPE
PIPE PER
APPROVED PLANS
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 $HALL 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.
7. VALVE SHALL BE INSTALLED SO THAT OPERATING NUT AND VALVE BOX ARE LOCATED ON THE
RIGHT-OF-WAY SIDE OF THE MAIN.
MINIMUM CONSTRUCTION STANDARDS FOR CLO7
CITY OF PORT ST. LUCIE
900 S.S. OGDEN LANE I TYPICAL VALVE BOX AND COLLAR DATI!i,�OIIG
PORT", LUCIE, FL 34983 SCALE: N.T.S.
PHONE (772) 873S400 FAX (77218738433 $"KET: i OF i
SEE TYPICAL VALVE
BOX AND COLLAR
DETAIL G-07
FROM MAIN
24
ISOLATION VALVE
SEE NOTE #4
DETECTOR METER
PLAN VIE
TO CONSUMER
111
.;ATE
(TYP)
(TYP)
NOTE #2
MIN. 60 THICK CONCRETE-/ 1
(3,000 PSI) WITH 6X6 WIRE MESH ADJUSTABLE DEPTH VARIES
RESTRAINED PIPE JACK STANDS 30" Mk
PER DETAILS & ANCHORED TO PAD
SPECIFICATIONS
SIDE ELEVATION VIE
NOTES,
It ALL PIPE AND FITTINGS SHALL BE CLASS 53 DUCTILE IRON,
2. ALL UNDERGROUND FITTINGS SHALL BE RESTRAINED MECHANICAL JOINT TYPE & ALL ABOVE GROUND
FITTINGS SHALL BE FLANGE JOINT$ WIT14 FULL FACE NEOPRENE GASKETS, WITH STAINLESS STEEL BOLTS.
3. A 318" STAINLESS STEEL CHAIN & LOCK SHALL BE PROVIDED BY CONTRACTOR FOR THE VALVES AS
REQUIRED BY THE PSLUSD. VALVES TO BE LOCKED IN OPEN POSITION.
4. TO MAINTAIN CONTINUITY OF SERVICE DURING REPAIRS TO THE ASSEMBLY, AN ISOLATION VALVE SHALL
BE PROVIDED ON THE UTILITY'S MAIN AS SHOWN.
5. AT THE DIRECTION OF THE PSLUSD, BOLLARDS MAY BE REQUIRED TO PREVENT DAMAGE FROM
ACCIDENTS. REFER TO DETAIL G-15 FOR BOLLARD INSTALLATION.
6. ALL MATERIALS AND COMPONENTS USED, INCLUDING JACK STANDS, SHALL BE ON THE PSLUSD
QUAUFIED PRODUCTS LIST.
MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: W-07
e. CITY Of FORT ST LUCIE FIRE SERVICE
go* sx. OGDEN LANE
PAT44 I W241i
4$0 C
FORT ST. LUCIE, FL 14983 BAKFILOW ASSEM FiCAL14 M T.S.
PHONE (7721873.6400 FAX (772) 073� 433
SHWEn I OF I
MCCARTY AS-�Wf IES
tANDRANNNG
AND DIEGN
STUART *ff.PUKE
772.341.9322
www.McCartyLandPlanning.com
Mike@McCartyLandPlanning.com
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