HomeMy WebLinkAboutCivilSurvey Information:
Boundary and Topographic data provided by:
INDEX OF SHEETS
Phone: (863) 824-7644
Consulting Engineers
1062 Jakes Way - Okeechobee, FL 34974
Steven L. Dobbs Engineering, LLC
FLORIDA CERTIFICATE OF AUTHORIZATION No. 00029206
ENGINEERS PROJECT No. 2017-016
LOCATION MAP
SCALE: N.T.S.
SITE
FOR
Lying In Sec. 11, Township 35 South, Range 39 East
St. Lucie County, Florida
Construction Plans
Kingsgate Center
CALL 48 HOURS BEFORE
YOU DIG IN FLORIDA, IT'S THE LAW
VICINITY MAP
Project
Location
VERO BEACH
HARBOR
SAFETY
PENSACOLA
TALLAHASSEE
FT. MYERS
MIAMI
TAMPA
WEST PALM BEACH
FT. PIERCE
JUPITER
STUART
GAINESVILLE
ORLANDO
PALATKA
JACKSONVILLE
PORT ST. LUCIEOKEECHOBEE
for BP - OK, LLC
SCALE: N.T.S.
KingsGate Center
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TITLE SHEET
EXISTING CONDITIONS PLAN
MASTER PLAN
HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN
HORIZONTAL CONTROL, STRIPING & SIGNAGE PLAN
PAVING, GRADING AND DRAINAGE PLAN
PAVING, GRADING AND DRAINAGE PLAN
SITE UTILITY PLAN
UTILITY DETAILS
UTILITY DETAILS
UTILITY DETAILS
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PRIVATE LIFT STATION DETAILS
PRIVATE LIFT STATION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
GENERAL NOTES AND SPECIFICATIONS
S.R. 68 TURN LANE - ROADWAY PLAN
S.R. 68 TURN LANE - STRIPING PLAN
S.R. 68 TURN LANE - CROSS SECTIONS
PROPOSED SILT FENCE
AROUND PROJECT
PERIMETER (TYP)
PROPOSED SILT FENCE
AROUND PROJECT
PERIMETER (TYP)
PROPOSED SILT FENCE
AROUND PROJECT
PERIMETER (TYP)
PROPOSED SILT FENCE
AROUND PROJECT
PERIMETER (TYP)
THIS DOCUMENT,
TOGETHER
WITHTHE CONCEPTS
ANDDESIGNSPRESENTEDHEREIN, AS AN
INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE
SPECIFIC PURPOSE AND
CLIENT FOR WHICH IT
TRACT 2
ORANGE AVE.
S.
KINGS
HWY.
LAND
USE: MXDF85 F/
B
2020.
00 (6,
119 SF)5 7
7
8 6'
x
6'
VENT
STACK E-
STOP 4'x
3'
AIR
MACHINE
ICE
BOX
DUMPSTER
ENCLOSURE
88
ZONING:
CG LAND
USE:
MXD BIKE RACK
4 R
4 0 6 20'
28'39.55'
30'
12'
x
30'
LOADING
ZONE
REQ'D
PK = 54 AVAIL.
PK = 54R40'
R 4 0
R20'R15'
R 1 5
TRACT 1
2.00 AC
TRACT 5
1.70 AC
TRACT 6 1.
67 AC TRACT
7
0.
46
AC
TRACT 8
0.09
AC
ESTORM
MANAGEMENT AREA
DRY
PRE-
TREATMENT)PROPOSED
HANDICAP
STRIPING PROPOSED
STOP BAR &
STOP
SIGN PROPOSED
HANDICAP SIGN (
TYP)
PROPOSED HANDICAP
SIGN (TYP)
PROPOSEDHANDICAPSTRIPINGPROPOSED STOP BAR &STOP SIGN
PROPOSED STOP
BAR &
STOP SIGN
PROPOSED
STOP
BAR &
STOP
SIGN 12'
SHARED USE
PATH (ASPHALT)6' CONCRETE SIDEWALK
6' CONCRETE
SIDEWALK R 1 5 R15'
30.29'
DETECTABLE WARNING"PER FDOT INDEX
522-002
DETECTABLE WARNING"PER FDOT INDEX
522-002
DETECTABLE WARNING"PER FDOT INDEX
522-002"
DETECTABLE
WARNING"PER FDOT
INDEX 522-002
DETECTABLE
WARNING"PER FDOT
INDEX 522-002
DETECTABLE
WARNING"PER FDOT
INDEX 522-002
41.
75'CROSSWALK STRIPING
PER FDOT INDEX
711-
001 CROSSWALK STRIPING
PER FDOT INDEX
711-
001 CROSSWALK STRIPING
PER FDOT INDEX
711-
001 CROSSWALK
STRIPING PER
FDOT INDEX
711-001 CROSSWALK STRIPING PER
FDOT INDEX
711-001 CROSSWALK STRIPING PER
FDOT INDEX
711-001 PROPOSED STOP BAR &
STOP SIGN
DETECTABLE WARNING"PER FDOT INDEX
522-002
DETECTABLE WARNING"PER FDOT INDEX
522-002
DETECTABLE WARNING"PER FDOT
INDEX 522-
002 DETECTABLE WARNING"PER FDOT
INDEX 522-
002 DETECTABLE
WARNING"PER FDOT INDEX
522-
002
DETECTABLE
WARNING"
PER
FDOT
INDEX304
DETECTABLE WARNING"
PER
FDOT
INDEX
522-002
32.
29'
FUTURE
SHARED
USE
PATH (
BY
FDOT)
6'
6'
55'20'
10'
TYP
32'
28'
20'
20'
28'19'
10'TYP10'TYP10'TYP33.
5'10'TYP20'
10'
TYP
5.
83'
28'
33'28'
26'12'15'8'10'
23'8'
11'8'11'14'130'
30'
25'
5'11'10'
30'
12'6'12'
5'5'12'
5'
12'5'28'12'16'
12'28'13'8'15'10'
10'R 5 0 R50'26'
WIDE ACCESS EASEMENTGEN24.
77'PROPOSED STOP
BAR & STOP SIGN R
3 0 R40'R30'38.52'R30'R30'R30'DETECTABLE WARNING"PER FDOT INDEX 522-002 R30'R30'"DETECTABLE WARNING"PER FDOT INDEX 522-002"DETECTABLE WARNING"PER FDOT INDEX 522-002 DETECTABLE WARNING"PER FDOT INDEX 522-00240'R25'R2 5 35'R40'16'14'PAVEMENT STRIPING PER FDOT INDEX 711-001 NOTE:UNLESS OTHERWISE NOTED THE
CONTRACTOR IS
RESPONSIBLE
FOR
TEMPORARY DE-WATERING
OF STRUCTURES, SEWER
LINE, DRAINAGE PIPE AND
WATER LINES.SCALE: 1"=30'0
15 30 60
THIS DOCUMENT,
TOGETHER WITH THE CONCEPTS AND
DESIGNS PRESENTED
HEREIN,
AS AN INSTRUMENT
OF SERVICE, IS INTENDED ONLY FOR
THE SPECIFIC PURPOSE
ANDCLIENTFORWHICHITWASPREPARED.
REUSE OF AND IMPROPER
RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY STEVEN L.
DOBBS, P. E., SHALL BE WITHOUT LIABILITY TO STEVEN L. DOBBS ENGINEERING,
LLC.JOB No.:SHEET
OFREVISIONS 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (
863)
824-7644
FLORIDA CERTIFICATE OF
AUTHORIZATION No. 00029206
Steven L. Dobbs Engineering,
LLC No.DATE BY
ORANGE AVE.
S. KINGS HWY.
LAND
USE:
MXDF85 F/
B 2020.00 (6,
119
SF)6'
x
6'
VENT STACK
E-STOP 4'
x
3'
AIR MACHINE ICE
BOX DUMPSTER
ENCLOSURE ZONING: CG
LAND USE: MXD
BIKE RACK 12' x 30'
LOADING ZONE
ESTORM
MANAGEMENT AREA
DRY
PRE-TREATMENT)
12' SHARED USE
PATH (
ASPHALT)
6'
CONCRETE
SIDEWALK
6'
CONCRETE
SIDEWALK
19.
20PROPOSED
TYPE
F"
CURB (TYP)1 8
1 6
1 9 0 0
18.701
8 9 0 87
LF, 12" PVCCO-
17I.
E. 16.
14 CO-
19 I.E. 15.83 C.
E.= 17.2SWALE CB-6SD-12B
B C C MINIMUM F.F.
E. = 19.
50 PROPOSED F.
F.E. =
20.40 TOP OF
BANK EL.=
18.4 MATCH FDOT
SHARED USE
PATH CB-7 96
LF, 12"
PVC CO-14 I.
E. 16.
53 150 LF, 12"
PVC96 LF,
12" PVCCO-15 I.
E. 17.
40 CO-13 I.
E. 17.
40 CO-9 I.
E. 16.
33 CO-11 I.
E. 15.
73 CO-10 I.
E. 15.
83 CO-1 I.
E. 16.
83 CO-8 I.
E. 16.
53 CO-3 I.
E. 17.
26 CO-2 I.
E. 16.96 CO-
6 I.
E. 17.12 CO-
4 I.
E. 17.46 CO-
7 I.E. 16.
93 35 LF, 8"
PVC CO-
5 I.E. 17.
31 CO-18 I.
E. 15.
45 34 LF,
10" PVC
38 LF, 8" PVC
CO-
18
I.
E.
15.
79
45
LF, 12" PVC MINIMUM
PERIMETER ELEVATION 18.4
CO-16 I.E.
16.44 1 8 9
0 1 8 4
16.00ADJUST SEWER VALVE TO
MATCH PAVEMENT PER ST.LUCIE
COUNTY UTILITY CRITERIA TYPE "
E" INLET No. 13 GRATE
EL.= 17.20 S.
INV. EL.=
13.50 TYPE "E" INLET No.
14 GRATE EL.= 16.00
N. INV. EL.= 13.
50 19.5059 LF, 18"
CPP A-2000)79LF, 18" CPP(A-2000)160
LF, 18" CPP (A-
2000)TYPE "E" INLET No.
2 GRATE EL.= 18.60
N INV. EL.= 15.00
W INV. EL.= 15.0020.35TYPE "
E"
INLET
No.
3
GRATE EL.= 19.40 E
INV. EL.= 15.00
N INV. EL.= 15.03
W INV. EL.= 15.00
152 LF, 18" CPP (A-
2000)
2
0
3
1 TYPE "E" INLET No.
4 GRATE EL.= 18.
50 E INV. EL.= 15.
00 N INV. EL.= 15.
00 SW INV. EL.=
12.50 1 9 9
0 101 LF, 24" CPP (
A-2000)TYPE "E" INLET
No. 6 GRATE EL.= 18.
50 W INV. EL.=
15.00 TYPE "E" INLET
No. 7 GRATE EL.= 18.
50 E INV. EL.=
15.00 W INV. EL.=
15.00 N INV. EL.=
15.00 TYPE "E" INLET
No. 11 GRATE EL.= 18.
50 S INV. EL.=
15.00 TYPE "E" INLET
No. 8 GRATE EL.= 18.
50 E INV. EL.= 15.
00 S INV. EL.=
15.00 W INV. EL.=
15.00
TYPE "E"
INLETNo. 9
GRATE EL.= 18.80N
INV. EL.= 15.00 S INV.
EL.= 15.
00 TYPE "
E" INLET No. 12 GRATE
EL.= 18.50 E
INV. EL.= 15.00 112
LF 1 8 C P
P A 2 0
0 0 80 LF, 18" CPP (
A-2000)25
LF,18" CPP80
LF, 18" CPP (A-
2000)26 LF,18"
CPP 66 LF, 18" CPP (
A-2000)
TYPE "E" INLET
No. 10 GRATE
EL.= 18.80 N
INV. EL.= 15.00
S INV. EL.= 15.00
82 LF,
18" CPP (A-
2000)40
LF, 36"
CPP A-2000)
40 LF,
36" CPP
DRYPRE-TREATMENT
OUTFALL PT-
1 TYPE "
E" INLET (
MODIFIED)GRATE EL.= 17.
20
S INV. EL.=
11.
50 SEE DETAIL)DRY PRE-
TREATMENT OUTFALL PT-2
TYPE "E" INLET (MODIFIED)GRATE
EL.= 17.20 S INV.
EL.= 11.
50 SEE DETAIL)PROPOSED SILT FENCE AROUND PROJECT
PERIMETER (TYP)PROPOSED
SILT FENCE AROUND PROJECT
PERIMETER (TYP)VALLEY CURBVALLEY
CURB CURB CUT CURB CUT
E19.10FUTURE SHARED USE
PATH (BY FDOT)312 LF,
36" CMPPROPOSED TYPE "F" CURB
TYP)TYPE "E" INLET No.
24 GRATE EL.= 17.
00 S INV. EL.=
13.00 E INV. EL.=
13.00 PROPOSED SWALE
4' B.W. @ INV.
EL.= 13.00 3:
1 SIDESLOPES 18 LF,
36" CMP INV.
EL.= 13.00 TYPE "
E" INLET No. 1 GRATE
EL.=
18.
50
W
INV.
EL.=
15.
00
S
INV.
EL.=
15.
00
TYPE "
E"
INLET
No.
25 W/
STEEL
RETICULINE GRATE
AND
TWO
TRAVERSABLE
SLOTS
PER
FDOTINDEX201, 232
GRATE
EL.=
16.
60
E
INV.
EL.=
11.
60
135
LF,
18"
RCP
24"
YARD
DRAIN
WITH
TRAFFIC
RATED
GRATE
GRATE
EL.= 16.
60
E
INV.
EL.=
11.
60
GEN18.
801
8
6
018.
601
8
701
8
851
9
0
0
18.
8
0
19.
0019.
0018.
8
0
1
9
3
0
19.
651
9
1
018.
751
9
6
5
19.
101
9
0
2
19.
381
9
3
8
1
9 2
0
1
9
3
8
18.
751
8
8
019.
0018.
9018.
6518.
7218.
8918.
8018.
6019.
0018.
9019.
501
9
5
019.
8019.
4019.
2019.
001
860
1
8
7
0
19.
2019.
2019.
2019.
101
8
5
018.
601
8
6
018.
7018.
501
8
5
0
1
8
8
0
19.
001
9
0
0
1
8
4
0
18.
301
8
2
0
1
8
2
0
1
8
4
0
1
8
4
0
1
8
5
0
18
6
0
18.
801
9
2
0
1
8
7
0
1
9
601
9
9
5
1
9
9
5
2
0
0
5
2
0
0
519.
7519.
7519.
751
9
6
0
1
96
0
1
96
0
1
9
6
0
1
9
6
0
1
9
6
0
2
0
0
0
2
0
1
5
2
0
1
5
2
0
1
5
2
0
1
5
1
9
9
5
1
9
9
5
1
9
9
5
1
9
9
5
20.
1520.002
0
0
0
20.
1520.
1520.
1520.
1519.
7519.
7519.
7520.
3520.
352
0
3
5
2
0
3
520.
351
8
5
0
18.
501
9
2
0
1
8
8
0
18.
801
840
1
8
1
6
18.
4018
4
018.
401
8
3
018.
2018.
401
8
1
6
18.
4018.761
8
16181
6
1
8
1
6
18.
761
8
7
6
18.
401
8
6
0
1
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4018.
501
8
40
18.
5018.
5018.
901
8
5
0
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001
8
9
0
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0018.
501
8
6
5
1
8
5
0
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0
018.
361
8
5
5
1
8
4
0
1
8
6
0
18.161
8
2
0
1
9
00
184
191
4
1
8
4 17.
201 8
7 6
1 8
2 018.
301 8 5 0
18.8
5 2
0 1
5 1
8
8 4
19.
501
8
8
2
18.75
1
8
6
018.6018.
50
1
8 7
5
1
8
7
5
1
8
5
0
2
0
0
5 19.
501
9
1
019.
661
8 9 019.101 8
9 0 1
8
6 5
19.601 9
2 0 1 9
6 0 1 8 6 5 1 9 4 819.4818.65 18.6519.5019.54 1 9 5 0 1 9 6 6 18.961 9 5 018.861 9 6 0 18.7 0 19.4 0 19.5018.8019.5 0 19.501 8 4 17.38 17.01 17.18 16.75 16.88
17.20
16.
82
16.32 16.
12 15.75
15.65 PROPOSED FLUSH
HEADER CURB CURB TRANSITION CURB TRANSITION
CURB TRANSITIONCURB TRANSITIONCURB
TRANSITION PROPOSED
FLUSH HEADER CURB PROPOSED FLUSH
HEADER CURB
CURB
TRANSITION CURB TRANSITION
CURB TRANSITION CURB TRANSITION CURB TRANSITION
CURB TRANSITION CURB TRANSITION 1
900EXISTINGGUYPOLETOBEREMOVED/
RELOCATED
BY OTHERS FFG G SCALE: 1"=30'0 15 30 60 THIS
DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT
OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR
WHICH IT WAS PREPARED.
REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION AND
ADOPTION
BY STEVEN L. DOBBS, P.
E., SHALL BE WITHOUT LIABILITY TO
STEVEN L. DOBBS ENGINEERING, LLC.JOB
No.:SHEET OFREVISIONS
1062
JAKES WAY
Okeechobee, Fl 34974
Phone: (863) 824-
7644 FLORIDA CERTIFICATE OF
AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE BY 06 22 2017-016 WAWA at KINGSGATE CENTER LOCATED IN ST. LUCIE COUNTY, FLORIDA Paving, Grading and
TRACT 2
0.86 AC
ORANGE AVE.
S. KINGS HWY.
LAND
USE:
MXDF85 F/
B 2020.00 (6,
119
SF)6'
x
6'
VENT STACK
E-STOP 4'
x
3'
AIR MACHINE ICE
BOX DUMPSTER
ENCLOSURE ZONING:
CG LAND USE:
MXD BIKE
RACK 12' x
30'LOADING
ZONE TRACT 1
2.00
AC TRACT 5
1.70
AC TRACT 6
1.67 AC
TRACT 7 0.
46 AC TRACT 8 0.
09 AC
ESTORM
MANAGEMENT AREA
DRY
PRE-TREATMENT)12' SHARED USE PATH (
ASPHALT)6' CONCRETE SIDEWALK
6' CONCRETE
SIDEWALK 6"
x 12" TAPPING SLEEVE/
VALVE SAMPLE POINT
No. 2
FIRE HYDRANT ASSEMBLY #
1 SAMPLE POINT
No. 1 INSTALL
FIRE HYDRANT
FACING NORTH)
154 LF
1 2"
PVC POTABLE
WATER SERVICE
TOTRASHENCLOSURECO4
CO 3 CO 6
CO 8 CO 7
CO 92"
FORCE MAIN (DR 9)
PRIVATE LIFT STATION 40
LF, 6"
SEWER LATERAL @ 1.
0%SLOPE MIN.35
LF, 6"
SEWERLATERAL @ 1.0%
SLOPE MIN.46 LF,
6" SEWER
LATERAL
@
1.
0%
SLOPE
MIN.
43
LF,
6"
SEWER
LATERAL @
1.0%
SLOPE MIN.
72 LF,
6" SEWER
LATERAL @
1.0%
SLOPE MIN.
1 2
3 4
5 6
7 8
9 10
AT GRADE
AT GRADE
AT GRADE
AT GRADE
AT GRADE
AT GRADE
AT GRADE
AT GRADE AT GRADE AT GRADE
15.73 15.
73 15.
73 15.33 14.86
15.05
15.01 14.
76 13.60 13.17 CO
No.RIM EL.
INV. EL.
SANITARY CLEANOUT SCHEDULE 6" TEE 6" x 2"
TAP CAP
DIRECTIONAL DRILL UNDER
ORANGE
AVE.80
LF, 6"
HDPE DR
11 2"
x12" TAPPING SLEEVE &
VALVE 44
LF,
6" PVC, C-900
DR 18 WATER MAIN
2" PVC
WATER
SERVICE CO
2 CO 1 CO
5 CO 10
1,250 GAL
OIL/GREASE INTERCEPTOR
8 LF,
6" SEWER LATERAL @
1.0%SLOPE MIN.PARK
FUTURESHAREDUSEPATH (
BY FDOT)3'
2" GATE VALVE 2"
CHECK VALVE
SEE FPUA GRINDER STATION CONNECTION)GENSAN. SEW. UNDER STORM
MIN. 6" PIPE TO PIPE)PROPERTY LINE200'INSTALL MEGA
COUPLING 3806S OR EQUAL IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS WATER MAIN TO PASS
UNDER EXISTING SAN.
SEW. WITH 12"
MIN. SEPARATION PIPE
TO PIPE (
CONTRACTOR
TO FIELD
VERIFY
LOCATION AND DEPTH
OF EXISTING SAN. SEW.)1.
5" METER / BACKFLOW
ASSEMBLY 2" GATE VALVE 6"
45° ELBOW 10'
6" 45° ELBOW 2" 45°ELBOW 2" 45°
ELBOW WATER UNDER STORM MIN.
12" PIPE TO PIPE)
WATER UNDER STORM MIN. 12"
PIPE TO PIPE)WATER
OVER STORM MIN. 6" PIPE
TO PIPE)WATER OVER
STORM MIN. 6" PIPE TO
PIPE)SAN.
SEW. UNDER STORM MIN.
6" PIPE TO PIPE)SAN.
SEW.
UNDER STORM MIN. 6" PIPE
TO PIPE)WATER OVER SAN. SEW.
MIN. 6" PIPE TO PIPE)PROPERTY
LINE SAN. SEW.
UNDER STORM MIN.
6" PIPE TO PIPE)
NOTE:UNLESS OTHERWISE NOTED THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY DE-WATERING OF STRUCTURES, SEWER LINE, DRAINAGE PIPE AND WATER LINES.SCALE: 1"=30'0 15 30 60 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE
OF AND
IMPROPER
RELIANCE
ON THIS DOCUMENT
WITHOUT WRITTEN AUTHORIZATION
AND ADOPTION BY STEVEN
L. DOBBS, P. E., SHALL BE
WITHOUT LIABILITY TO
STEVEN L.
DOBBS ENGINEERING, LLC.JOB No.:
SHEET OFREVISIONS
1062
JAKES WAY Okeechobee,
Fl 34974 Phone: (863) 824-7644
FLORIDA CERTIFICATE OF
AUTHORIZATION No. 00029206 Steven L. Dobbs Engineering, LLC No.DATE
BY 08 22 2017-016 WAWA at KINGSGATE CENTER LOCATED IN ST.
LUCIE COUNTY, FLORIDA Site Utility Plan 1 11/26/19 CMB GENERAL
REVISION - REVISED PER COMMENTS
2 12/26/19 CMB REVISED UTILITIES PER
COMMENTS, REV. SHEET
NUMBERS 3 01/
29/20 CMB REVISED PER
COUNTY COMMENTS -REV. SHEET NUMBERS CALL 48 HOURS
BEFORE YOU DIG
IN
FLORIDA,
IT'
S THE LAW
N.
T.S.DIRECTIONAL
DRILL DETAIL NOTE: SOD
ALL
DISTURBED
AREAS 80
LF,
6"
HDPE DR 11
DIRECTIONAL
DRILL S.R. 68
WESTBOUND GRASS
MEDIAN S.R. 68
EASTBOUND 80" MIN CLEAR 10
TIMES MAX. BORE)
TYPICAL EXISTING 12" WATER
MAIN EXISTING 12" SAN.
SEW.
PROPOSED 6" x 12" TAPPING SLEEVE/
VALVE PROPOSED WATER T0
PASS UNDER EXISTING SAN.
SEW. WITH
12"