te E Lot 26.A H Y D H Y D WILDMERE AVE OXFORD ST CONST 8" PVC SAN SEWER CONST 8" PVC SAN SEWER CONST 8" PVC SAN SEWER CONST 8" PVC SAN SEWER INSTALL 6" SAN SEWER LATERAL & CLEANOUT w/ PLUG (TYP) EXIST 12" WM CONNECT TO EXISTING MH EXIST 8" WM MH-51 MH-50 MH-49 NOTE: SEWER LATERAL LOCATION SHOWN ON THIS DRAWING ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE WITH CITY FIELD REPRESENTATIVE FOR FINAL SEWER LATERAL LOCATION. LIMITS OF CONSTRUCTION 10' FROM EOP EXIST SAN SEWER SERVICE (NOT LOCATED) EX MH MH-49 MH-50 MH-51 MH-52 MH-52 (4' DIAM) STA: 245 + 92.51 RIM EL 62.96 N & S INV = 53.82 CONST 91.66 LF OF 8" PVC SAN SEWER @ 0.32% MH-51 (4' DIAM) STA: 245 + 0.32 RIM EL 62.92 N & S INV = 53.52 CONST 252.08 LF OF 8" PVC SAN SEWER @ 0.33% MH-50 (4' DIAM) STA: 242 + 48.18 RIM EL 64.50 N & S INV = 52.69 CONST 171.84 LF OF 8" PVC SAN SEWER @ 0.32% MH-49 (4' DIAM) STA: 240 + 75.42 RIM EL 64.26 N & S INV = 52.14 CONST 82.43 LF OF 8" PVC SAN SEWER @ 0.32% NE INV = 51.88 W INV = 51.78 EXIST GRADE OXFORD ST PLAN AND PROFILE STA 240+00 TO STA 245+70 C-31 38 48 2000-08-49 NOV 2016 EJG JAB WET NOVEMBER 2016 - 100% DESIGN 50 54 58 62 66 240+00 52 56 60 64 SOUTH LONGWOOD PHASE 1 - SEPTIC TANK ABATEMENT THE CITY OF LONGWOOD 180 EAST WARREN AVENUE LONGWOOD, FLORIDA 32750 LINE IS 2 INCHES AT FULL SIZE (IF NOT SCALE ACCORDINGLY) No. REVISIONS BY DATE PROJECT DATE: DESIGNED BY: DRAWN BY: CHECKED BY: DRAWING FILE: PROJECT No.: SCALE: DRAWING No. SHEET ___ OF ___ DESIGN ENGINEER FLORIDA REGISTRATION No. ________ AS NOTED SEE MARGIN Tuesday, November 22, 2016 11:21:53 AM F:\CIVIL\PROJECTS\2000\2000-08 Longwood\2000-08.49 South Longwood Septic Tank Abatement\5.0 Drawings\2000-08-49 Septic Tank C-31.dwg 66465 ERIN J. GIBLIN, P.E. 241+00 242+00 243+00 244+00 245+00 0 SCALE: 1" = 20' 20 MATCH LINE STA 245+70 50 54 58 62 66 52 56 60 64
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Lot 26 - Prime Construction Group · lot 26.a h y d h y d wildmere ave oxford st const 8" pvc san sewer const 8" pvc san sewer const 8" pvc san sewer const 8" pvc san sewer install
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Lot 26.A
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CONST 8" PVC
SAN SEWER
CONST 8" PVC
SAN SEWER
CONST 8" PVC
SAN SEWER
CONST 8" PVC
SAN SEWER
INSTALL 6" SAN SEWER
LATERAL & CLEANOUT
w/ PLUG (TYP)
EXIST 12" WM
CONNECT TO EXISTING MH
EXIST 8" WM
MH-51
MH-50
M
H
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4
9
NOTE:
SEWER LATERAL LOCATION SHOWN ON THIS DRAWING
ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE
WITH CITY FIELD REPRESENTATIVE FOR FINAL SEWER
LATERAL LOCATION.
LIMITS OF
CONSTRUCTION
10' FROM
EOP
EXIST SAN SEWER
SERVICE
(NOT LOCATED)
EX
M
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MH
-4
9
MH
-5
0
MH
-5
1
MH
-5
2
MH-52 (4' DIAM)
STA: 245 + 92.51
RIM EL 62.96
N & S INV = 53.82CONST 91.66 LF OF 8"
PVC SAN SEWER @ 0.32%
MH-51 (4' DIAM)
STA: 245 + 0.32
RIM EL 62.92
N & S INV = 53.52
CONST 252.08 LF OF 8"
PVC SAN SEWER @ 0.33%
MH-50 (4' DIAM)
STA: 242 + 48.18
RIM EL 64.50
N & S INV = 52.69
CONST 171.84 LF OF 8"
PVC SAN SEWER @ 0.32%
MH-49 (4' DIAM)
STA: 240 + 75.42
RIM EL 64.26
N & S INV = 52.14
CONST 82.43 LF OF 8"
PVC SAN SEWER @ 0.32%
NE INV = 51.88
W INV = 51.78
EXIST GRADE
OXFORD ST PLAN AND PROFILE
STA 240+00 TO STA 245+70
C-31
3848
2000-08-49
NOV 2016
EJG
JAB
WET
NOVEMBER 2016 - 100% DESIGN
50
54
58
62
66
240+00
52
56
60
64
SOUTH LONGWOOD PHASE 1 - SEPTIC TANK ABATEMENT
THE CITY OF LONGWOOD
180 EAST WARREN AVENUE
LONGWOOD, FLORIDA 32750
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT SCALE ACCORDINGLY)
No. REVISIONS BY DATE
PROJECT DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING FILE:
PROJECT No.:
SCALE:
DRAWING No.
SHEET
___ OF ___
DESIGN ENGINEER
FLORIDA REGISTRATION No.
________
AS NOTED SEE MARGIN
Tuesday, November 22, 2016 11:21:53 AM F:\CIVIL\PROJECTS\2000\2000-08 Longwood\2000-08.49 South Longwood Septic Tank Abatement\5.0 Drawings\2000-08-49 Septic Tank C-31.dwg
Tuesday, November 22, 2016 11:21:53 AM F:\CIVIL\PROJECTS\2000\2000-08 Longwood\2000-08.49 South Longwood Septic Tank Abatement\5.0 Drawings\2000-08-49 Septic Tank C-32.dwg
66465
ERIN J. GIBLIN, P.E.
248+00 249+00 250+00 251+00
0
SCALE: 1" = 20'
20
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60
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246+00
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W/M
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6' WOOD RETAINING WALL
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W/M
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W/M
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W/M
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W
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W
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W/M
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W/M
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W/M
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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CONC.
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BRICK FIRE PLACE
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WOOD DOCK
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BRICK COLUMNS
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WELL PUMP
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WELL PUMP
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APPARENT RIGHT OF WAY
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APPARENT RIGHT OF WAY
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%%U# 700
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%%U# 917
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%%U# 909
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%%U# 833
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%%U# 817
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EDGE OF WATER LAKE WILDMERE
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EDGE OF WATER LAKE WILDMERE
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CONC.
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CURB
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%%U# 801
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Lot 28
Lot 27A
Lot 27B
Lot 27.0
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WILDMERE BLOCKS 5,6,G & H,
PB 3 PG. 60, 1924
Lot 30
Lot 29
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OXFORD ST
BIS
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RETENTION POND
CONST 8" PVC
SAN SEWER
INSTALL 6" SAN SEWER
DOUBLE LATERAL &
CLEANOUT w/ PLUG
(TYP)
CONST 8" PVC
SAN SEWER
CONST 8" PVC
SAN SEWER
CONST 8" PVC
SAN SEWER
INSTALL 6" SAN SEWER
LATERAL & CLEANOUT
w/ PLUG (TYP)
EXIST 8" WM
EXIST 8" WM
EXIST GAS MAIN
MH
-41
MH
-46
MH-56
NOTE:
SEWER LATERAL LOCATION SHOWN ON THIS DRAWING
ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE
WITH CITY FIELD REPRESENTATIVE FOR FINAL SEWER
LATERAL LOCATION.
MH-57
INSTALL 8" SAN SEWER
STUB-OUT FOR FUTURE
CONNECTION
LIMITS OF
CONSTRUCTION
10' FROM
EOP
MH
-4
1
MH
-4
6
MH
-5
6
MH
-5
7
CONST 117 LF OF 8"
PVC SAN SEWER @ 0.40%
MH-46 (4' DIAM)
STA: 257 + 74.17
RIM EL 68.98
E INV = 63.55
S INV = 63.45
N INV = 62.37
DROP INV 57.62
W INV = 57.39
S INV = 57.29
MH-57 (4' DIAM)
STA: 256 + 57.17
RIM EL 67.43
CONST 202.69 LF OF 8"
PVC SAN SEWER @ 0.33%
MH-41 (4' DIAM)
STA: 254 + 54.47
RIM EL 63.79
E INV = 57.71
N & S INV = 56.62
CONST 91.6 LF OF 8"
PVC SAN SEWER @ 0.32%
MH-56 (4' DIAM)
STA: 253 + 62.39
RIM EL 62.16
N & S INV = 56.32
CONST 142.39 LF OF 8"
PVC SAN SEWER @ 0.33%
EXIST GRADE
12" MIN CLEARANCE
OXFORD ST PLAN AND PROFILE
STA 251+80 TO STA 257+84
C-33
4048
2000-08-49
NOV 2016
EJG
JAB
WET
NOVEMBER 2016 - 100% DESIGN
253+00
SOUTH LONGWOOD PHASE 1 - SEPTIC TANK ABATEMENT
THE CITY OF LONGWOOD
180 EAST WARREN AVENUE
LONGWOOD, FLORIDA 32750
LINE IS 2 INCHES
AT FULL SIZE
(IF NOT SCALE ACCORDINGLY)
No. REVISIONS BY DATE
PROJECT DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DRAWING FILE:
PROJECT No.:
SCALE:
DRAWING No.
SHEET
___ OF ___
DESIGN ENGINEER
FLORIDA REGISTRATION No.
________
AS NOTED SEE MARGIN
Tuesday, November 22, 2016 11:21:53 AM F:\CIVIL\PROJECTS\2000\2000-08 Longwood\2000-08.49 South Longwood Septic Tank Abatement\5.0 Drawings\2000-08-49 Septic Tank C-33.dwg
66465
ERIN J. GIBLIN, P.E.
254+00 255+00 256+00 257+00
0
SCALE: 1" = 20'
20
MA
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51
+8
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54
58
62
66
52
56
60
64
68
54
58
62
66
52
56
60
64
68
252+00
FOR CONTINUATION
SEE DWG C-30
FOR CONTINUATION
SEE DWG C-28
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CONC.
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CONC.
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W/M
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CONC.
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W/M
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2.5 X 3'DROP INLET TOP. EL. = 60.09' 12" RCPE (OUT WEST)INV. = 58.64'
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CONC.
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CONC.
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1' X 3' DROP INLET 8" PVC PIPE(WEST) INV. = 61.78'
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2.5 X 3' DROP INLET TOP. EL. = 62.42' 8" PVC PIPE (EAST) INV. = 60.82' 18" CMP (NORTH)INV. = 60.42' 18" CMP (SOUTH)INV. = 60.42
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W/M
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6' WOOD FENCE BEGINS
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W/M
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3 X 4' DROP INLET TOP. EL. = 68.19' 15" PVC PIPE (SOUTH)INV. = 65.35' XX PVC PIPE (WEST)INV. = 65.34'
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3 X 3' DROP INLET TOP. EL. = 69.14' 15" CMP (EAST)INV. = 65.79'