Lot 26 - Prime Construction Group · lot 26.a h y d h y d wildmere ave oxford st const 8" pvc san...

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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

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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

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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"


MH-50 (4' DIAM)

STA: 242 + 48.18

RIM EL 64.50

N & S INV = 52.69



MH-49 (4' DIAM)

STA: 240 + 75.42

RIM EL 64.26

N & S INV = 52.14



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

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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.

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SCALE: 1" = 20'

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W/M

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7' HEDGE

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5' HEDGE

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ASPH.

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SANITARY MANHOLE TOP. EL. = 64.08' 10" PVC PIPE (WEST)INV.1 = 52.42'', 10" PVC PIPE (EAST)INV. = 51.78'

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W/M

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4' CHAIN LINK FENCE

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W

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W/M

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EDGE OF WATER LAKE WILDMERE

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CONC.

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CONC.

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CONC.

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SW

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SW

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CONC.

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APPARENT RIGHT OF WAY

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CURB BEGINS

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CURB

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W/M

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6' CHAIN LINK FENCE

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WELL & PUMP

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ESTIMATED RIGHT OF WAY

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12" WM

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OXFORD ST

CONST 8" PVC

SAN SEWER

CONST 8" PVC

SAN SEWER

CONST 8" PVC

SAN SEWER

CONST 8" PVC

SAN SEWER


DOUBLE LATERAL &

CLEANOUT w/ PLUG

(TYP)


LATERAL & CLEANOUT

w/ PLUG (TYP)

EXIST 8" WM

M

H

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5

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-5

4

MH-52

MH-53

NOTE:




LATERAL LOCATION.

LIMITS OF

CONSTRUCTION

10' FROM

EOP

MH

-5

2

MH

-5

3

MH

-5

4

MH

-5

5



MH-55 (4' DIAM)

STA: 250 + 70.99

RIM EL 61.54

N & S INV = 55.36



MH-54 (4' DIAM)

STA: 249 + 24.73

RIM EL 62.52

N & S INV = 54.90



MH-53 (4' DIAM)

STA: 247 + 96.97

RIM EL 63.12

N & S INV = 54.49



MH-52 (4' DIAM)

STA: 245 + 92.51

RIM EL 62.96

N & S INV = 53.82

EXIST GRADE


STA 245+70 TO STA 251+80

C-32

3948

2000-08-49

NOV 2016

EJG

JAB

WET


247+00





LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

DESIGN ENGINEER


________

AS NOTED SEE MARGIN


66465


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246+00

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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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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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%%U# 700

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CONC.

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CURB

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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

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RETENTION POND

CONST 8" PVC

SAN SEWER


DOUBLE LATERAL &

CLEANOUT w/ PLUG

(TYP)

CONST 8" PVC

SAN SEWER

CONST 8" PVC

SAN SEWER

CONST 8" PVC

SAN SEWER


LATERAL & CLEANOUT

w/ PLUG (TYP)

EXIST 8" WM

EXIST 8" WM

EXIST GAS MAIN

MH

-41

MH

-46

MH-56

NOTE:




LATERAL LOCATION.

MH-57


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"


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



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"


MH-56 (4' DIAM)

STA: 253 + 62.39

RIM EL 62.16

N & S INV = 56.32



EXIST GRADE

12" MIN CLEARANCE


STA 251+80 TO STA 257+84

C-33

4048

2000-08-49

NOV 2016

EJG

JAB

WET


253+00





LINE IS 2 INCHES

AT FULL SIZE



PROJECT DATE:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

DRAWING FILE:

PROJECT No.:

SCALE:

DRAWING No.

SHEET

___ OF ___

DESIGN ENGINEER


________

AS NOTED SEE MARGIN


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SCALE: 1" = 20'

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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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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'

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HEADWALL

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ASPH.

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ASPH.

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EXIT UNDER WATER

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WOOD DOCK

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METAL GATE

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BRICK COLUMNS

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BRICK COLUMNS

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W/M

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DIRT DRIVEWAY

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PIPE EXIT UNDER WATER

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%%U# 757

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TH-4

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4" GAS

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8" PVC

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12" RCP

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4" ST GAS

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VVH 66.25

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TH-4

Lot 26 - Prime Construction Group · lot 26.a h y d h y d wildmere ave oxford st const 8" pvc san...

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