Attach 03 Sewer Dwgs 7-13.pdf

PDF 12 MB Posted Jul 6, 2020

Attached to: 129JGP20Q0116 Johnsondale and Porterville Sewage Repair
Solicitation number: 129JGP20Q0116
Issued by: Department of Agriculture Forest Service R5-Pacific Southwest Region

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Other files

File	Type	Posted
Attach 04 Fire Plan PAL.pdf	PDF	Jul 6, 2020
Attach 02 Sewer Dwgs 1-6.pdf	PDF	Jul 6, 2020
Attach 05 Wage Determination.pdf	PDF	Jul 6, 2020
129JGP20Q0116 Johnsondale and Porterville Sewage Repair.pdf	PDF	Jul 6, 2020
Attach 06 Capability of Offeror Questionnaire.docx	DOCX document	Jul 6, 2020
Attach 01 List of Specifications.pdf	PDF	Jul 6, 2020

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MAN-HOLE AND EXISTING

3,000 GAL SEPTIC TANK

MAN-HOLE

AND EXISTING 3,000 GAL SEPTIC TANK

SEWER-LINE "A"

APPROX. LOC.

APPROX. LOC. OF

SEWER-LINE "B"

APPROX. LOC. OF

SEWER-LINE "B"

03+25

END (APPROX TOTAL LEINGTH OF SEWER

LINE 325 FL. +/-)

FOUND (VENT PVC PIPE AT GROUND LEVEL

WITH DIRT IN IT. LENGTH -UNKNOWN)

FOUND OLD SEWER LATERAL

04+07

4" SEWER-LINE "A"

WITH CO. END.

4" SEWER-LINE "A"

UNDER BUILDING

OAK TREE

INSTALL CLEANOUTS

TO 4" SEWER-LINE "A"

INSTALL CLEANOUT TO

4" SEWER-LINE "A"

FOUND (INLET TO SEWERLINE -FILLED WITH DIRT)

Sheet

Scale

Drawn By

Date

Revision/Issue

Project

No. Date

J. SNYDER 4-8-87

S E

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C O

M B

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P h o n e

F a x

P r o j e c t

D i s t r i c t

Title

OF 13

T i t l e

P r o j e c t

L o c a t i o n

1"=60'

01/20

ENG

JOHNSONDALE & PORTERVILLE

WORK CENTERS SEWER LINE

REPAIRS

JOHNSONDALE WC

SITE MAP AND BASIC SEWER

AND UTILITIES LAYOUT

J O

H N

S O

N D

A L

O R

T E

R V

I L

C E

N T

E R

E W

I N

E P

A I R

W E

S T

E R

I V

I D

H N

S O

N D

A L

J O

H N

S O

N D

A L

I T

N D

B A

T I L

I T

I E

A Y

O U

LEGEND

SEWER LINE

SEWER LINE EXISTING

GAS LINE EXISTING

ELECTRICAL EXISTING

WATER LINE EXISTING

DATA/COM EXISTING

TRENCH

EDGE OF ASPHALT

BUILDING FOOTPRINT

MANHOLE

INSTALL CLEANOUT

EXISTING ITEM

CLEANOUT

MANHOLE

FLOWLINE INVERT OF PIPE

FLOWLINE

TOP OF PAVEMENT

SEWER INVERT DEPTH FROM TP

STATION POINT

APPROXIMATED TP TO INV

APPROXIMATED

SEWER LINE LATERAL BRANCH

(CO)

INV

OR FL

INV

00+00

3'-4"INV

APPROX-

LAT OR

JOHNSONDALE WC WORK LIST:

SEWER LINE "A"

(4" PVC SEWER LINE "A" TOTAL LENGTH = 407L.F. W/ CONNECTION TO SEPTIC

TANK SYSTEM)

135' LF -TRENCHLESS REPLACEMENT-(UNDER BUILDING).

221' LF -TRENCHING W/ AC REPAIRS -(UNDER PAVEMENT)

51' LF -TRENCHING -(NATURAL GROUND)

8 - CLEANOUTS TO LINE "A" AT APPROX. 70'-75' O.C..

( 6 ADDITIONAL CLEANOUTS, + 2 EXISTING CLEANOUTS)

57' LF +/- (APPROX.) 4 LATERALS TOTAL REPLACE IN KIND

(2 ADDITIONAL CLEANOUTS, + 1 EXISTING CLEANOUTS)

1 CONNECTION TO SEPTIC TANK

SEWER LINE "B"

4" PVC SEWER LINE "B" TOTAL LENGTH = 325 LF.

142' LF -TRENCHING W/ AC REPAIRS -(UNDER PAVEMENT)

183' LF -TRENCHING -(NATURAL GROUND)

0 ADD ADDITIONAL CLEANOUTS TO LINE "B" + 2 EXISTING

122' LF +/-(APPROX.) 6 LATERALS TOTAL REPLACE IN KIND

2 EXISTING CLEANOUTS- SALVAGE AND REINSTALL

0 ADDITIONAL CLEANOUTS, + 6 EXISTING)

TOTAL COUNT BRAKEDOWN ESTIMATED:

135' LF PIPE BURSTING (TRENCHLESS)

363' LF UNDER AC PAVEMENT (TRENCHING W/ AC REPAIRS).

234' LF HAS NO FINISH SURFACE (TRENCHING).

(732' LF TOTAL LENGTH OF 4" PVC SEWER LINE REPLACEMENT)

10 LATERALS TOTAL 179' LF ±

(7 EXISTING SEWERLINE CLEANOUTS, 2 ADDITIONAL LATERALS

CLEANOUTS)

1 CONNECTION TO SEPTIC TANK

NOTE:

NO ACTUAL SEWER LINE INVERT ELEVATIONS

WERE SHOT BY A SURVEY CREW.

TOPO SHOWN IS SURFACE SHOTS ONLY.

SEWER LINE LOCATIONS WERE LOCATED BY

RADIO SIGNALS AND SCOPE.

CONTRACTOR WILL NEED TO CONFIRM ALL

SEWER LINE LOCATIONS THAT NEED TO BE

REPLACED.

REPLACE SEWER LINE "B" LATERALS

ALL ARE APPROXIMATE LENGTHS.

SS-2 1' LF.+/- (UNKNOWN)

SS-3 45' LF.

SS-4 45' LF.

SS-5 18' LF.

SS-6 03' LF.

SS-7 10' LF.

122' LF. +/- TOTAL

C U s e r s t p a t r i c k B o x t i m o t h y p a t r i c k

W o r k s p a c e P

R O

J E

C T

S F

Y J o h n s o n d a l e o r t e r v i l l e

S e w e r

L i n e

R e h a b D

W G

S q f J o h n s o n d a l e s e w e r d w g

H E

E T

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

AutoCAD SHX Text 1997094E

AutoCAD SHX Text

AutoCAD SHX Text 765709E

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

WELL

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

GUY

AutoCAD SHX Text 1799239E

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text 919128-33

AutoCAD SHX Text

GUY

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

SPS

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

DPS

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

DPS

AutoCAD SHX Text

SPS

AutoCAD SHX Text

AutoCAD SHX Text H2O

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

AutoCAD SHX Text H2O

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

AutoCAD SHX Text H2O

AutoCAD SHX Text

V-BOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

WELL

AutoCAD SHX Text

SS-7

AutoCAD SHX Text

SS-6

AutoCAD SHX Text

SS-5

AutoCAD SHX Text

SS-4

AutoCAD SHX Text

SS-3

AutoCAD SHX Text

SS-2

AutoCAD SHX Text

SCLEANOUT EXISTING

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

TRAILER

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

LIVING QUARTERS

AutoCAD SHX Text

GARAGE

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

RESIDENCE

AutoCAD SHX Text

GAS HOUSE

AutoCAD SHX Text

KITICHEN

AutoCAD SHX Text

RESTROOMS & SHOWERS

AutoCAD SHX Text

COMMONS

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

SS-6

NOTE LEINGTH OF SEWER LINES:

TOTAL LENGTH OF LATERALS CONNECTED TO "A" IS 57LF±

TOTAL SEWER LINE LENGTH FOR LINE "A" IS 407LF±

TOTAL LENGTH OF LATERALS CONNECTED TO "B" IS 122LF±

TOTAL SEWER LINE LENGTH FOR LINE "B" IS 325LF±

02+71

INSTALL CO.

03+25

END

FOUND OLD SEWER

LATERAL VENT PVC

PIPE AT GROUND

LEVEL WITH DIRT IN IT.

02+22±

LAT

ESTIMATED LOCATION

LATERAL NOT FOUND

APPROX. LOC. OF

SEWER-LINE "B"

APPROX. LOC. OF

SEWER-LINE "A"

02+05

INSTALL CO.

01+68±

CO FOUND

01+35

INSTALL CO.

01+18±

LAT FOUND

SEWER-LINE "A"

APPROX. LOC.

00+99±

CO FOUND

00+80±

LAT FOUND

00+65

INSTALL CO.

FOUND OLD SEWER LATERAL

VENT PVC PIPE AT GROUND

LEVEL BLOCKED WITH DIRT IN

IT.

MAN-HOLE

AND EXISTING 3,000

GAL SEPTIC TANK

APPROX. LOC. OF

SEWER-LINE "B"

MAN-HOLE AND

EXISTING 3,000 GAL

SEPTIC TANK

00+00

START SEWER LINE "A"

AT SEPTIC TANK

00+10

LINE "B"

00+00

START SEWER LINE "B"

SEE SHEET 09 SEE SHEET 09

Sheet

Scale

Drawn By

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No. Date

J. SNYDER 4-8-87

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Title

OF 13

T i t l e

P r o j e c t

L o c a t i o n

1" = 30'

01/20

ENG

JOHNSONDALE & PORTERVILLE

WORK CENTERS SEWER LINE

REPAIRS

JOHSONDALE WC

SEWER PLAN LINES "A" & "B"

J O

H N

S O

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E P

A I R

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I D

H N

S O

N D

A L

J O

H S

O N

D A

S E

W E

L A

I N

LEGEND

SEWER LINE

SEWER LINE EXISTING

GAS LINE EXISTING

ELECTRICAL EXISTING

WATER LINE EXISTING

DATA/COM EXISTING

TRENCH

EDGE OF ASPHALT

BUILDING FOOTPRINT

MANHOLE

INSTALL CLEANOUT

EXISTING ITEM

CLEANOUT

MANHOLE

FLOWLINE INVERT OF PIPE

FLOWLINE

TOP OF PAVEMENT

SEWER INVERT DEPTH FROM TP

STATION POINT

APPROXIMATED TP TO INV

APPROXIMATED

SEWER LINE LATERAL BRANCH

(CO)

INV

OR FL

INV

00+00

3'-4"INV

APPROX-

LAT OR

NOTE:

RECONNECT EACH LATERAL TO EXISTING TRAVEL

TRAILER SEWER HOOK UP AND CLEANOUT HOOK UP.

C U s e r s t p a t r i c k B o x t i m o t h y p a t r i c k

W o r k s p a c e P

R O

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C T

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Y J o h n s o n d a l r t e r v i l l e

S e w e r

L i n e

R e h a b D

W G

S q f J o h n s o n d a l e s e w e r d w g

H E

E T

AutoCAD SHX Text

SET 1" IP&PP@BASE

AutoCAD SHX Text

EL=4667.19

AutoCAD SHX Text

FD BC 4926

AutoCAD SHX Text

EL=4668.46

AutoCAD SHX Text

SET 1" IP&PP

AutoCAD SHX Text

EL=4677.53

AutoCAD SHX Text

SET 1" IP&PP

AutoCAD SHX Text

EL=4683.14

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SET 1" IP&PP

AutoCAD SHX Text

EL=4691.00

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

CED5

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

WELL

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

GUY

AutoCAD SHX Text 1799239E

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

PIN10

AutoCAD SHX Text 919128-33

AutoCAD SHX Text

PIN5

AutoCAD SHX Text

GUY

AutoCAD SHX Text

PIN5

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

CED10

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

SPS

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

CED10

AutoCAD SHX Text

PIN5

AutoCAD SHX Text

CED10

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

DPS

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

DPS

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

SPS

AutoCAD SHX Text

CED10

AutoCAD SHX Text

V-BOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

SS-7

AutoCAD SHX Text

SS-6

AutoCAD SHX Text

SS-5

AutoCAD SHX Text

SS-4

AutoCAD SHX Text

SS-3

AutoCAD SHX Text

SS-2

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

LAT-45LF±

AutoCAD SHX Text

LAT-45LF±

AutoCAD SHX Text

LAT-18LF±

AutoCAD SHX Text

LAT-3LF±

AutoCAD SHX Text

LAT-10LF±

AutoCAD SHX Text

LAT-1LF±

NOTE LEINGTH OF SEWER LINES:

TOTAL LENGTH OF LATERALS CONNECTED TO "A" IS 57LF±

TOTAL SEWER LINE LENGTH FOR LINE "A" IS 407LF±

TOTAL LENGTH OF LATERALS CONNECTED TO "B" IS 122LF±

TOTAL SEWER LINE LENGTH FOR LINE "B" IS 325LF±

Sheet

Scale

Drawn By

Date

Revision/Issue

Project

No. Date

J. SNYDER 4-8-87

S E

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N A

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E S

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C O

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T E

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P h o n e

P r o j e c t

D i s t r i c t

Title

OF 13

T i t l e

P r o j e c t

L o c a t i o n

1"=60'

01/20

ENG

JOHNSONDALE & PORTERVILLE

WORK CENTERS SEWER LINE

REPAIRS

JOHSONDALE WC

SEWER PLAN LINE "A"

J O

H N

S O

N D

A L

T E

R V

I L

C E

N T

E R

E W

E P

A I R

W E

S T

E R

I V

I D

H N

S O

N D

A L

J O

H S

O N

D A

S E

W E

L A

I N

02+71

INSTALL CO. FOR LINE "A"

04+07

4" SEWER-LINE "A"

WITH CO. END. CONNECT TO

LATERAL FROM BUILDING

(EXISTING SEWER-LINE "A"

4", UNKNOWN MATERIALS.)

03+39±

LAT (EXISTING CO.)

03+24±

LAT ADD CO.

02+89±

LAT ADD CO.

LOC. OF PROPANE TANK.

GAS LINE LOCATION NOT KNOWN.

APPROX. LOC. OF OLD

PROPANE TANK

SEE SHEET 08 SEE SHEET 08

LINE "A"

LEGEND

SEWER LINE

SEWER LINE EXISTING

GAS LINE EXISTING

ELECTRICAL EXISTING

WATER LINE EXISTING

DATA/COM EXISTING

TRENCH

EDGE OF ASPHALT

BUILDING FOOTPRINT

MANHOLE

INSTALL CLEANOUT

EXISTING ITEM

CLEANOUT

MANHOLE

FLOWLINE INVERT OF PIPE

FLOWLINE

TOP OF PAVEMENT

SEWER INVERT DEPTH FROM TP

STATION POINT

APPROXIMATED TP TO INV

APPROXIMATED

SEWER LINE LATERAL BRANCH

(CO)

INV

OR FL

INV

00+00

3'-4"INV

APPROX-

LAT OR

ADD CO.

(EXISTING CO.)

ADD CO.

C U s e r s t p a t r i c k B o x t i m o t h y p a t r i c k

W o r k s p a c e P

R O

J E

C T

S F

Y J o h n s o n d a l r t e r v i l l e

S e w e r

L i n e

R e h a b D

W G

S q f J o h n s o n d a l e s e w e r d w g

H E

E T

AutoCAD SHX Text

SET MAGNAIL

AutoCAD SHX Text

EL=4692.03

AutoCAD SHX Text

SET 1" IP&PP

AutoCAD SHX Text

EL=4683.14

AutoCAD SHX Text

SET 1" IP&PP

AutoCAD SHX Text

EL=4685.94

AutoCAD SHX Text

SET 1" IP&PP

AutoCAD SHX Text

EL=4684.53

AutoCAD SHX Text

SET 1" IP&PP

AutoCAD SHX Text

EL=4679.38

AutoCAD SHX Text

SET 1" IP&PP

AutoCAD SHX Text

EL=4685.63

AutoCAD SHX Text

SET 1" IP&PP

AutoCAD SHX Text

EL=4682.87

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

PIN5

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

AutoCAD SHX Text 1997094E

AutoCAD SHX Text

OAK15

AutoCAD SHX Text 765709E

AutoCAD SHX Text

CED5

AutoCAD SHX Text

FIR10

AutoCAD SHX Text

OAK15

AutoCAD SHX Text

PRIVATE

AutoCAD SHX Text

CED10

AutoCAD SHX Text

OAK10

AutoCAD SHX Text

CED10

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

CED10

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

OAK15

AutoCAD SHX Text

CED10

AutoCAD SHX Text

CED10

AutoCAD SHX Text

CED10

AutoCAD SHX Text

FIR10

AutoCAD SHX Text

CED10

AutoCAD SHX Text

CED10

AutoCAD SHX Text

FIR10

AutoCAD SHX Text

CED10

AutoCAD SHX Text

CED10

AutoCAD SHX Text

CED10

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

CED5

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

WELL

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

GUY

AutoCAD SHX Text

DPS

AutoCAD SHX Text

EBOX

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

DPS

AutoCAD SHX Text

PIN10

AutoCAD SHX Text

SPS

AutoCAD SHX Text

CED10

AutoCAD SHX Text

CED15

AutoCAD SHX Text

CED15

AutoCAD SHX Text H2O

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

CED10

AutoCAD SHX Text

OAK15

AutoCAD SHX Text

AutoCAD SHX Text H2O

AutoCAD SHX Text

SCLEANOUT

AutoCAD SHX Text

EMETER

AutoCAD SHX Text

OAK15

AutoCAD SHX Text

CED5

AutoCAD SHX Text

CED5

AutoCAD SHX Text

CED5

AutoCAD SHX Text

CED10

AutoCAD SHX Text H2O

AutoCAD SHX Text

WELL

AutoCAD SHX Text

LAT-44LF±

AutoCAD SHX Text

LAT-8LF±

AutoCAD SHX Text

LAT-4LF±

AutoCAD SHX Text

LAT-1LF±

ENGINEERING

#2102 FIRE

#2009

FLEET

#2100

#2304 #2303

#2207#2101 #2213

Sheet

Scale

Drawn By

Date

Revision/Issue

Project

No. Date

J. SNYDER 4-8-87

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D i s t r i c t

Title

OF 13

T i t l e

P r o j e c t

L o c a t i o n

NTS

01/20

ENG

JOHNSONDALE & PORTERVILLE

WORK CENTERS SEWER LINE

REPAIRS

PORTERVILLE WC

SITE MAP AND BASIC SEWER

UTILITIES LAYOUT

J O

H N

S O

N D

A L

T E

R V

I L

C E

N T

E R

E W

E P

A I R

W E

S T

E R

I V

I D

J O

H N

S O

N D

E N

R A

H A

V E

O R

T E

R V

I L

P O

R T

E R

V I L

I T

I C

S E

W E

T I L

I T

I E

A Y

O U

LEGEND

SEWER LINE

SEWER LINE EXISTING

GAS LINE EXISTING

ELECTRICAL EXISTING

WATER LINE EXISTING

DATA/COM EXISTING

TRENCH

EDGE OF ASPHALT

BUILDING FOOTPRINT

MANHOLE

INSTALL CLEANOUT

EXISTING ITEM

CLEANOUT

MANHOLE

FLOWLINE INVERT OF PIPE

FLOWLINE

TOP OF PAVEMENT

SEWER INVERT DEPTH FROM TP

STATION POINT

APPROXIMATED TP TO INV

APPROXIMATED

SEWER LINE LATERAL BRANCH

N HENRAHAN STREET

ENTRANCE

P0RTERVILLE WC WORK LIST:

SEWER LINE "A"

(4" PVC SEWER LINE "A" TOTAL LENGTH = 149'L.F. )

CONSISTING OF:

128' L.F. -TRENCHING W/ AC REPAIRS-(UNDER PAVEMENT)

14' L.F. -TRENCHING -(UNDER CONCRETE SIDEWALK & R/W)

7' L.F. -TRENCHING -(IN NATURAL GROUND)

2 E.A. -CONNECTION TO EXISTING MAN HOLE (MH# 1 & 2)

1 E.A. -ADDITIONAL CLEANOUTS TO LINE "A"

SEWER LINE "B"

(4" PVC SEWER LINE "B" TOTAL LENGTH = 320L.F. W/CONNECTIONS TO MH #2 & 3 )

CONSISTING OF:

232' L.F. -TRENCHING W/ AC REPAIRS -(UNDER PAVEMENT)

88' L.F. -TRENCHING -(NATURAL GROUND)

2 E.A. -CONNECTION TO EXISTING MAN HOLE (MH# 2 & 3)

3 E.A. -ADDITIONAL CLEANOUTS TO LINE "B" AS SHOWN + 1 EXTING.

130' L.F. -INSTALL AND REPLACE IN KIND SEWER LATERALS W/ CONNECTIONS:

1 EXISTING CLEANOUT (SALVAGE IF SERVICEABLE OR REPLACE)

1 ADDITIONAL CLEANOUTS

1 E.A. -CONNECT SEWER, WATER, ELECTRIC AND GAS FOR WASHER AND DRYER-

(SEE SHEET 12 PRESSURE WASHER/STORAGE BUILDING)

OPTIONAL WORK-SEWER LINE "C"

(4" PVC SEWER LINE "C" TOTAL LENGTH = 234 LF. W/CONNECTIONS TO MH#2)

CONSISTING OF:

196' LF -TRENCHING W/ AC REPAIRS -(UNDER PAVEMENT)

38' LF -TRENCHING -(NATURAL GROUND)

1 E.A. ADD CO TO LINE "C" AS SHOWN + 1 EXISTING

4' LF -REPLACE IN KIND SEWER LATERALS W/ CONNECTIONS TOTAL OF 4

NOTE:

EXISTING CLEANOUTS (SALVAGE IF SERVICEABLE OR REPLACE)

SEWER-LINE "A"

SEE SHEET 11

SEWER-LINE "B"

SEE SHEET 12

SEWER-LINE "B"

SEE SHEET 11

SEWER-LINE "C"

SEE SHEET 11 &13

SEWER-LINE "C"

SEE SHEET 13

NOTE:

NOT ALL SEWER LINE INVERT ELEVATIONS

WERE SHOT BY A SURVEY CREW.

TOPO SHOWN IS SURFACE SHOTS ONLY.

SEWER LINE LOCATIONS WERE LOCATED BY

RADIO SIGNALS AND SCOPE.

CONTRACTOR WILL NEED TO CONFIRM ALL

SEWER LINE LOCATIONS THAT NEED TO BE

REPLACED.

WASH

RACK

C U s e r s t p a t r i c k B o x t i m o t h y p a t r i c k

W o r k s p a c e P

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AutoCAD SHX Text

(CO)

AutoCAD SHX Text

INV

AutoCAD SHX Text

OR FLOR FL

AutoCAD SHX Text

INV

AutoCAD SHX Text 00+00

AutoCAD SHX Text

3'-4"INV

AutoCAD SHX Text

APPROX-

LAT

ENGINEERING

#2102

EXISTING MH-1

RIM=455.51

E/FL=451.65 6"

S/FL=451.66 6"

01+48

EXISTING MH-2

MAN-HOLE RIM=457.07

N/FL=453.21 4" PVC

W/FL=453.14 6" PVC

E/FL=453.65 4" CP

(3'-11"INV) N-DIPPED)

01+61

INSTALL CO

(CO)

(EXISTING CO 3'-11"INV.)

INSTALL SEWERLINE "B"

00+80

REPLACE 24' LAT (3'-10"INV.)

INSTALL CO TO NEW SEWER LINE

LOCATE AND REPLACE

EXISTING LATERAL WITH

NEW CO. (LAT. LENGTH

APPROX. 41'LF.)

LINE "A" 148' LONG 4" PVC

SEWER-LINE

W/1% GRADE MIN.

(CLAY PIPE FOUND)

00+75

INSTALL CO

00+00

START SEWERLINE "A"

CONNECT TO EXISTING MAN-HOLE

4" PVC SEWERLINE PIPE

(01+34

LINE "B"

4" CLAY PIPE 4'-2"INV

TP=459.44 INV=455.28)

(EDGE OF PAVEMENT)

(CURB/EDGE OF

PAVEMENT)

Sheet

Scale

Drawn By

Date

Revision/Issue

Project

No. Date

J. SNYDER 4-8-87

S E

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N A

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P h o n e

P r o j e c t

D i s t r i c t

Title

OF 13

T i t l e

P r o j e c t

L o c a t i o n

1" = 20'

01/20

ENG

JOHNSONDALE & PORTERVILLE

WORK CENTERS SEWER LINE

REPAIRS

PORTERVILLE WC

SEWER LINE "A" & "B" PLAN

J O

H N

S O

N D

A L

T E

R V

I L

C E

N T

E R

E W

E P

A I R

W E

S T

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I D

J O

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N D

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R A

H A

V E

O R

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R V

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V I L

S E

W E

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L A

LINE "C" 234' LONG 4"

PVC SEWERLINE

W/1% GRADE MIN.

(SEWER LINE CLAY

PIPE FOUND)

LINE "B" (CLAY PIPE

FOUND)

SEE PAGE 13

SEE PAGE 12

01+49

END SEWERLINE "A"

CONNECT TO EXISTING

MAN-HOLE

00+00

START SEWERLINE "C"

CONNECT TO EXISTING MAN-HOLE

4" PVC SEWERLINE PIPE

(THIS LAT NOT FOUND)

00+00

START SEWERLINE "B"

(EXISTING SEWER

LINE IN STREET)

LEGEND

SEWER LINE

SEWER LINE EXISTING

GAS LINE EXISTING

ELECTRICAL EXISTING

WATER LINE EXISTING

DATA/COM EXISTING

TRENCH

EDGE OF ASPHALT

BUILDING FOOTPRINT

MANHOLE

INSTALL CLEANOUT

EXISTING ITEM

CLEANOUT

MANHOLE

FLOWLINE INVERT OF PIPE

FLOWLINE

TOP OF PAVEMENT

SEWER INVERT DEPTH FROM TP

STATION POINT

APPROXIMATED TP TO INV

APPROXIMATED

SEWER LINE LATERAL BRANCH

(CO)

INV

OR FL

INV

00+00

3'-4"INV

APPROX-

LAT OR

MH-2

MH-1

REPLACE EXISTING LATERAL.

(LAT. LENGTH 24'LF.)

C U s e r s t p a t r i c k B o x t i m o t h y p a t r i c k

W o r k s p a c e P

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AutoCAD SHX Text

GRADE=1.0%

AutoCAD SHX Text

320.75'LF GRADE=1.0%

AutoCAD SHX Text

GRADE=1.00%

FLEET

#2100

02+40 INSTALL CO

LAUNDRY SERVICE:

INSTALL ELECTRICAL, WATER, GAS AND SEWER

SERVICE CONNECTIONS TO BUILDING FOR A

CLOTHES WASHER AND DRYER. INCLUDE DRYER

VENT AND A TRAILER SEWER HOOK UP WITH

VENT AND CAP SEE DETAILS SHEET 06.

INSTALL NEW SEWER LAT.

APPROX. 65'

SEWER-LINE "B"

(4'-2"INV APPROX-EG=459.1)

(03+20 END

MH-3, W/ INLETS-2

OUTLETS-1 C.I.P. 3'-2"INV

APPROX-RIM=459.66

APPROX- S/INV=456.50)

RE-SURVEY ELEVATION

02+94±

COULD NOT FIND LAT

CONNECTION TO LINE "B"

CONTRACTOR TO LOCATE

LAT AND RECONNECT

(40' FROM MH-3 3'-9"INV. MIX OF

DIFFERENT MATERIALS OF PIPE,

STANDING WATER "SAG")

(TP=459.05

INV=455.28)

(APPROX. LOC. OF END OF

GAS-LINE) INSTALL GAS SERVICE

TO BUILDING WITH SHUT OFF

FITTINGS FOR A CLOTHES DRYER,

IAW APPLICABLE CODES AND

APPROVED BY COR.

LINE "D"

NO WORK NEEDED

(WATER OIL SAND SEPARATOR)

EDGE OF PAVEMENT

Sheet

Scale

Drawn By

Date

Revision/Issue

Project

No. Date

J. SNYDER 4-8-87

S E

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N A

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P h o n e

P r o j e c t

D i s t r i c t

Title

OF 13

T i t l e

P r o j e c t

L o c a t i o n

1" = 20"

01/20

ENG

JOHNSONDALE & PORTERVILLE

WORK CENTERS SEWER LINE

REPAIRS

PORTERVILLE WC

SEWER LINE "B" PLAN

J O

H N

S O

N D

A L

T E

R V

I L

C E

N T

E R

E W

E P

A I R

W E

S T

E R

I V

I D

J O

H N

S O

N D

E N

R A

H A

V E

O R

T E

R V

I L

P O

R T

E R

V I L

S E

W E

I N

L A

EDGE OF PAVEMENT

(CLAY PIPE FOUND)

SEE PAGE 11

EXISTING WATER LINE

NOTES:

PRESSURE WASHER/STORAGE BUILDING.

(FOUND WATER LINES AT NORTH SIDE OF BUILDING)

GOVERNMENT WILL SUPPLY WASHER AND DRYER.

LEGEND

SEWER LINE

SEWER LINE EXISTING

GAS LINE EXISTING

ELECTRICAL EXISTING

WATER LINE EXISTING

DATA/COM EXISTING

TRENCH

EDGE OF ASPHALT

BUILDING FOOTPRINT

MANHOLE

INSTALL CLEANOUT

EXISTING ITEM

CLEANOUT

MANHOLE

FLOWLINE INVERT OF PIPE

FLOWLINE

TOP OF PAVEMENT

SEWER INVERT DEPTH FROM TP

STATION POINT

APPROXIMATED TP TO INV

APPROXIMATED

SEWER LINE LATERAL BRANCH

(CO)

INV

OR FL

INV

00+00

3'-4"INV

APPROX-

LAT OR

MH-3

C U s e r s t p a t r i c k B o x t i m o t h y p a t r i c k

W o r k s p a c e P

R O

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AutoCAD SHX Text

GRADE=1.0%

AutoCAD SHX Text

(PRESSURE WASHER/ STORAGE BUILDING)

#2207 #2213

(02+24) NEW STA 02+34

END OF SEWERLINE "C"

RESET CO.

(C0 3" FOUND PVC 2'-1"INV. INV=460.54±

224' LF OF OLD LINE)

NEW LINE LEINGHT IS 234'

(SEWER-LINE "C"

FOUND 4" CLAY PIPE W/3% GRADE)

ABANDON OLD SEWER-LINE (NOT LOCATED)

ABANDONED OLD SEWER-LINE (NOT LOCATED-

COULD NOT TURN CAMERA TO LOOK)

(NO CONNECTION FOUND)

(END OF FOUND 4" SEWER

LINE CLAY PIPE GOOD

CONDITION)

(00+94

SEWERLINE "C" FOUND 4" SEWER LINE

CLAY PIPE GOOD CONDITION 2'-3"INV @

130' FROM CO AT EAST END)

(PVC INLET FOUND 2'-5"INV)

(CLAY TO IRON? INLET FOUND 2'-8"INV)

(4"PVC TO CLAY PIPE FOUND 2'-8"INV)

(PVC INLET FOUND 2'-8"INV)

(01+54) NEW STATION 01+64

INSTALL CO

01+12

INSTALL 4" PVC SEWER PIPE

BYPASS-54' LONG. AVOID TREE

AND ASPHALT CURB.

20' RAD FROM

EXISTING TREE

Sheet

Scale

Drawn By

Date

Revision/Issue

Project

No. Date

J. SNYDER 4-8-87

S E

Q U

O I A

N A

T I O

N A

O R

E S

E W

C O

O R

T E

R V

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L E

P h o n e

P r o j e c t

D i s t r i c t

Title

OF 13

T i t l e

P r o j e c t

L o c a t i o n

1" = 20"

01/20

ENG

JOHNSONDALE & PORTERVILLE

WORK CENTERS SEWER LINE

REPAIRS

PORTERVILLE WC

SEWER LINE "C" PLAN

J O

H N

S O

N D

A L

T E

R V

I L

C E

N T

E R

E W

E P

A I R

W E

S T

E R

I V

I D

J O

H N

S O

N D

E N

R A

H A

V E

O R

T E

R V

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P O

R T

E R

V I L

L A

SEE PAGE 11

REPLACE EXISTING CONNECTIONS.

DO NOT USE OLD PARTS.

ASPHALT CURB

OPTION INSTALL

SEWERLINE "C"

EXISTING TREE PLANTERS TYP.

ABANDON OLD (SEWER-LINE "C"

FOUND 4" CLAY PIPE W/3% GRADE)

LEGEND

SEWER LINE

SEWER LINE EXISTING

GAS LINE EXISTING

ELECTRICAL EXISTING

WATER LINE EXISTING

DATA/COM EXISTING

TRENCH

EDGE OF ASPHALT

BUILDING FOOTPRINT

MANHOLE

INSTALL CLEANOUT

EXISTING ITEM

CLEANOUT

MANHOLE

FLOWLINE INVERT OF PIPE

FLOWLINE

TOP OF PAVEMENT

SEWER INVERT DEPTH FROM TP

STATION POINT

APPROXIMATED TP TO INV

APPROXIMATED

SEWER LINE LATERAL BRANCH

(CO)

INV

OR FL

INV

00+00

3'-4"INV

APPROX-

LAT OR

C U s e r s t p a t r i c k B o x t i m o t h y p a t r i c k

W o r k s p a c e P

R O

J E

C T

S F

Y J o h n s o n d a l r t e r v i l l e

S e w e r

L i n e

R e h a b D

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Sheets and Views

SHEET(07)

004-PORTERVILLE WC-SHEET12).pdf

Sheets and Views

SHEET12)

004-PORTERVILLE WC-SHEET(13).pdf

Sheets and Views

SHEET(13)

004-PORTERVILLE WC-SHEET(11).pdf

Sheets and Views

SHEET(11)

004-PORTERVILLE WC-SHEET(10).pdf

Sheets and Views

SHEET(10)

003-Sqf_Johnsondale-sewer-SHEET(09).pdf

Sheets and Views

SHEET(09)

003-Sqf_Johnsondale-sewer-SHEET(08).pdf

Sheets and Views

SHEET(08)

File details come from the government source that posted it. Updated Jul 6, 2020.