22x34 PlansDrawings.pdf

S

SB#XX

BURIED ELECTRIC

EXISTING GATE VALVE & HYDRANT

WATER SERVICE & CURB STOP

PROPOSED WATERMAIN, VALVE, & HYDRANT

PROPOSED WATER SERVICE & CURB STOP

EXISTING SANITARY SEWER & MANHOLE

EXISTING STORM SEWER & INLET

PROPOSED STORM SEWER & INLET

PROPOSED MANHOLE & SEWER MAIN

BURIED CABLE TELEVISION

BURIED TELEPHONE

BURIED FIBER OPTICS

EXISTING CURB & GUTTER

PROPOSED CURB & GUTTER

EXISTING SIDEWALK

PROPOSED SIDEWALK

EXISTING CULVERT PIPE

FENCE LINE

EXISTING FORCEMAIN

BURIED GAS & VALVE

EXISTING WATER MAIN

POWER POLE & GUY

SOIL BORING

LIGHT POLE

PEDESTAL

STREET SIGN

TREE - CONIFEROUS

SILT FENCE

PROPERTY LINE

IRON PIPE

MAILBOX

EROSION BALES

TREE TO BE REMOVED

TREE - DECIDUOUS

CONTROL POINT

TREE LINE

RIGHT-OF-WAY

BASELINE

FLAGPOLE

DRAINAGE ARROW

LEGEND

RAILROAD TRACKS

WM

FM

SAN

SS

E

G

TV

T

FO

SS

PROPOSED CULVERT PIPE

IRON ROD

TYPICAL SILT FENCE INSTALLATION

AT SITE PERIMETER DETAIL

NTS

PERSPECTIVE VIEW

SECTION

GENERAL NOTES:

2 INCH x 2 INCH

HARDWOOD POSTS

OR EQUIVALENT

SHALL BE BACKFILLED AND COMPACTED.

4 INCH DEEP V-TRENCH. TRENCH

4 INCH x 4 INCH TRENCH OR A

MINIMUM 8 INCHES OF FABRIC IN A

FLOW

UNDISTURBED

GROUND

FILTER FABRIC

SEE SPECS.

FLO

W

FLO

W

3’-0" C/C (FIELD CONST’D.)

8’-0" C/C (FACTORY ASSM’D.)

M A

X

M A

X

M

IN

ENDS OF FENCE SHALL BE TURNED UPSLOPE 1 TO 2 FEET IN

ELEVATION TO PREVENT FLANKING.

STAPLE FABRIC WITH 1/2 INCH (MINIMUM) STAPLES TO THE

UPSLOPE SIDE OF THE POSTS.

WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER

THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.

1.

2.

3.

A B L

2:1 M A

X

2:1 M A

X

L = THE DISTANCE SUCH THAT POINTS

A AND B ARE OF EQUAL ELEVATION

SIDE VIEW

STONE OR ROCK DITCH CHECK

(TEMPORARY OR PERMANENT)

6:1 NOR.

6:1 NOR.

2’ DROP

36" MAX

10" MIN

FLOW

NTS

CONSTRUCTION SITE

EROSION CONTROL REQUIREMENTS

1.) SECTION NR216.46 OF WISCONSIN STATE ADMINISTRATIVE CODE IDENTIFIES REQUIREMENTS

FOR CONSTRUCTION SITE AND POST-CONSTRUCTION EROSION CONTROL. IT IS THE INTENT

OF THESE PLANS TO SATISFY THESE REQUIREMENTS. THE METHODS AND STRUCTURES USED

TO CONTROL EROSION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR

SHALL IMPLEMENT AN APPROPRIATE MEANS OF CONTROLLING EROSION DURING SITE OPERATION

AND UNTIL THE VEGETATION IS RE-ESTABILISHED. ADJUSTMENTS TO THE CONTROL SYSTEM

SHALL BE MADE AS REQUIRED.

2.) ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE WISCONSIN DNR’S

CONSERVATION PRACTICE STANDARDS. THESE STANDARDS ARE PERIODICALLY UPDATED AND

IT IS THE CONTRACTOR’S RESPONSIBILITY TO OBTAIN AND REFERENCE THE MOST RECENTLY

RELEASED STANDARD.

3.) THIS INFORMATION IS ONLY ONE PART OF THE OVERALL EROSION CONTROL REQUIREMENTS.

ADDITIONAL REQUIREMENTS MAY ALSO BE SHOWN ON THE CONTRACT DRAWINGS AND IN THE

ACCOMPANYING SPECIFICATIONS.

4.) ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE STATE OR

LOCAL INSPECTORS, OR THE OWNER’S ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS.

5.) THE AREA OF EROSIVE LAND EXPOSED TO THE ELEMENTS BY GRUBBING, EXCAVATION,

TRENCHING, BORROW AND FILL OPERATIONS AT ANY ONE TIME SHALL BE MINIMIZED

TO THE MAXIMUM EXTENT PRACTICABLE. FOR ANY DISTURBED AREA THAT REMAINS

INACTIVE FOR GREATER THAN 7 WORKING DAYS, OR WHERE GRADING WORK EXTENDS

BEYOND THE PERMANENT SEEDING DEADLINES, THE SITE MUST BE TREATED WITH TEMPORARY

STABILIZATION MEASURES SUCH AS SOIL TREATMENT, TEMPORARY SEEDING AND/OR MULCHING.

ALL DISTURBED AREAS SHALL BE TREATED WITH PERMANENT STABILIZATION MEASURES WITHIN

3 WORKING DAYS OF FINAL GRADING.

6.) ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED

AT LEAST WEEKLY OR WITHIN 24 HOURS OF THE TIME 0.5 INCHES OF RAIN HAS OCCURRED.

ALL NECESSARY REPAIR AND MAINTENANCE WILL BE DONE AT THIS INSPECTION TIME.

7.) ALL EROSION CONTROL DEVICES AND/OR STRUCTURES SHALL BE PROPERLY INSTALLED PRIOR

TO CLEARING AND GRUBBING OPERATIONS WITHIN THEIR RESPECTIVE DRAINAGE AREAS.

THESE SHALL BE PROPERLY MAINTAINED FOR MAXIMUM EFFECTIVENESS UNTIL VEGETATION

IS RE-ESTABLISHED.

8.) ALL EROSION CONTROL DEVICES SHALL BE PROPERLY INSTALLED PRIOR TO ANY SOIL DISTURBANCE.

9.) ANY SLOPES STEEPER THAN 3H:1V SHALL BE STAKED WITH EROSION CONTROL FABRIC UNLESS

INDICATED ON THE PLAN.

10.) ALL WASTE AND UNUSED BUILDING MATERIALS (INCLUDING GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER, TOXIC MATERIALS, OR HAZARDOUS MATERIALS) SHALL BE PROPERLY DISPOSED OF

AND NOT ALLOWED TO BE CARRIED OFF-SITE BY RUNOFF OR WIND.

11.) WIND EROSION SHALL BE KEPT TO A MINIMUM DURING CONSTRUCTION. WATERING, MULCH, OR A TACKING AGENT MAY BE REQUIRED TO PROTECT NEARBY RESIDENCES AND WATER RESOURCES.

12.) CHANNELIZED RUNOFF ENTERING THE PROJECT SITE FROM ADJOINING LANDS SHALL BE

DIVERTED THROUGH NATURALLY OR ARTIFICIALLY EROSION-RESISTANT CONVEYANCES. IF

CHANNELIZED RUNOFF CANNOT BE DIVERTED, SITE BEST MANAGEMENT PRACTICES MUST ACCOUNT

FOR THE ADDITIONAL FLOW RATES AND EROSION POTENTIAL THAT SUCH RUNOFF PRESENTS.

13.) THE CONTRACTOR SHALL TAKE ALL POSSIBLE PRECAUTIONS TO PREVENT SOILS FROM BEING

TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS. PAVED SURFACES ADJACENT TO CONSTRUCTION

SITE VEHICLE ACCESS SHALL BE SWEPT AND/OR SCRAPED (NOT FLUSHED) PERIODICALLY TO

REMOVE SOIL, DIRT, AND/OR DUST.

14.) EROSION CONTROLS SHALL BE INSTALLED ON THE DOWNSTREAM SIDE OF TEMPORARY STOCKPILES.

ANY SOIL STOCKPILE THAT REMAINS FOR MORE THAN 30 DAYS SHALL BE COVERED OR TREATED

WITH STABILIZATION PRACTICES SUCH AS TEMPORARY OR PERMANENT SEEDING AND MULCHING.

ALL STOCK PILES SHALL BE PLACED AT LEAST 75 FEET FROM STREAMS OR WETLANDS.

15.) ADDITIONAL EROSION CONTROL FOR UTILITY CONSTRUCTION (STORM SEWER, SANITARY SEWER, WATER MAIN, ETC.) SHALL INCLUDE THE FOLLOWING:

a. PLACE EXCAVATED TRENCH MATERIAL ON THE HIGH SIDE OF THE TRENCH.

b. BACKFILL, COMPACT, AND STABILIZE THE TRENCH IMMEDIATELY AFTER PIPE CONSTRUCTION.

c. DISCHARGE OF TRENCH WATER OR DEWATERING EFFLUENT MUST BE PROPERLY TREATED

TO REMOVE SEDIMENT IN ACCORDANCE WITH THE WDNR CONSERVATION PRACTICE

STANDARD 1061 - DEWATERING OR A SUBSEQUENT WDNR DEWATERING STANDARD PRIOR

TO DISCHARGE INTO A STORM SEWER, DITCH, DRAINAGEWAY, OR WETLAND OR LAKE.

16.) ALL DRAINAGE CULVERTS, STORM DRAIN INLETS, MANHOLES, OR ANY OTHER EXISTING STRUCTURES

THAT COULD BE DAMAGED BY SEDIMENTATION SHALL BE PROTECTED ACCORDING TO THE VARIOUS

METHODS PROVIDED IN THE PRINTED CONSERVATION PRACTICE STANDARDS.

17.) ANY SOIL EROSION THAT OCCURS AFTER FINAL GRADING AND/OR STABILIZATION MUST BE

REPAIRED AND THE STABILIZATION WORK REDONE.

18.) DURING THE FIRST SIX WEEKS AFTER INITIAL STABILIZATION OF A DISTURBED WATERING OF

ALL NEWLY SEEDED AND MULCHED AREAS SHALL BE PROVIDED WHENEVER 7 DAYS ELAPSE WITHOUT

A RAIN EVENT.

19.) WHEN THE DISTURBED AREA HAS BEEN STABILIZED BY PERMANENT VEGETATION OR OTHER MEANS, TEMPORARY BMP’S SUCH AS SILT FENCES, STRAW BALES, AND SEDIMENT TRAPS SHALL BE REMOVED

AND THESE AREAS STABILIZED.

20.) ALL TEMPORARY BEST MANAGEMENT PRACTICES SHALL BE MAINTAINED UNTIL THE SITE IS STABILIZED.

21.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITH SEED AND MULCH UNLESS

OTHERWISE SPECIFIED. A MINIMUM OF FOUR INCHES OF TOPSOIL SHALL BE APPLIED TO ALL

AREAS TO BE SEEDED OR SODDED.

GENERAL NOTES:

STAKES DRIVEN FLUSH

WHEN SOIL

CONDITIONS PERMIT

IF REQUIRED, TWO ROWS

MAY BE USED WITH

STAGGERED JOINTS.

EROSION BALES IN DRAINAGE WAY DETAIL

NTS

EROSION BALES ACROSS DITCH BOTTOM SECTION VIEW

SLOPEVAR.

SLOPE

VAR.

N O

M

14" NOM.

BALE

FLOW

BUILD UP

UPSLOPE

SIDE 4"

WITH TRENCH

MATERIAL

EROSION CONTROL CHANNEL

CHANGE & INTERCEPTING EMBANKMENTPLAN VIEW

PLAN VIEW

MIN.

12" MIN.

12"

EROSION

CONTROL

INTERCEPTING

EMBANKMENTCONDITIONS PERMIT

FLUSH WHEN SOIL

STAKES DRIVEN

MIN.

30"

WOOD STAKES

(2 PER BALE) NOMINAL

2"x2"x30" MINIMUM

LENGTH OR

EQUIVALENT.

TOE OF SLOPE

OR DITCHLINE

D

IR

E C

T

IO

F

F L

O W

STAKES DRIVEN

FLUSH WHEN SOIL

CONDITIONS PERMIT

EXISTING

GROUND

OR FILL

FRONT ELEVATION

DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS

DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE SPECIFICATIONS.

BALES SHALL BE PLACED END TO END OR OVERLAPPING AT RIGHT ANGLES TO THE

DIRECTION OF FLOW. BALES SHALL EXTEND FAR ENOUGH UP THE SLOPES TO PREVENT

ERODING AROUND ENDS.

BALES SHALL BE PLACED WITH TWINE OR TIE WIRES PARALLEL TO THE GROUND.

STAKES TO BE BATTERED IN OPPOSITE DIRECTIONS.

BALES SHALL BE EMBEDDED 4 INCHES MINIMUM.

1.

2.

3.

4.

5.

12’ MINIMUM

LIMIT OF DISTURBANCE

VEHICLE TRACKING PAD

NTS

3"-6" WASHED ROCK

12" MIN. THICKNESS

L E

G E

N D

E

R O

S

IO

N C

O N

T R

O L

D E

T A

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S

G-2

WATER FOUNTAIN

WATER RISER

N O

D

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IS

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SHEET

FILE NO.

100 200 300

EXISTING WAREHOUSE

WELL

(NOT TO SYSTEM)

ELECTRICAL SERVICE

METER POINT

WATER SYSTEM FLUSH POINT

WATER SYSTEM FLUSH POINT

PROPOSED IRRIGATION FIELD

WATER FLUSH POINT

WATER FLUSH POINT

WATER FLUSH POINT

WATER SYSTEM FLUSH POINT

WATER SYSTEM FLUSH POINT

EXISTING WELL AND

NEW RESERVOIR

LOCATION

PROPOSED AEROBIC TREATMENT PLANT

SHEET P-1

SHEET P-2

SHEET P-3

SHEET P-4

SHEET WM-1

SHEET WM-2

G-3

EXISTING COMFORT STATION #1

SEE SHEET PM-1

EXISTING COMFORT STATION #2

SEE SHEET PM-2

EXISTING COMFORT STATION #3

SEE SHEET PM-3

EXISTING COMFORT STATION #4

SEE SHEET PM-4

WATER STORAGE/PUMP BUILDING

TO BE DEMOLISHED

EXISTING LIFT STATION #3

TO BE ABANDONED

EXISTING LIFT STATION #1

TO BE ABANDONED

STEG STATION AT TRAILER DUMP STATION

TTXXXXSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANEEWEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWEWWWWWSANX

11832000

SHEET

FILE NO.

EXISTING LIFT STATION #2

TO BE ABANDONED

WATER SERVICE AND SANITARY SEWER LATERAL DETAIL

MATERIAL

EMBEDMENT

LATERAL

SEWER

SANITARY

SOLID SHELF REQUIRED

SERVICE

WATER

M

IN

18" MIN.

MIN.

6" M

IN

SCALE: NONE

GENERAL NOTES:

WATER SERVICES 3 INCHES IN DIAMETER AND LARGER SHALL BE LAID WITH A CLEAR

HORIZONTAL SEPERATION NOT LESS THAN 2 FEET FROM THE SANITARY LATERAL.

1.

3/4 INCH PVC

SCH. 40

STEEL BOLT

STAINLESS

1/4 INCH

CONDUIT,

M

IN

1’-10"

BUTTRESS FOR TEES DETAIL

(SEE NOTE 2)

EXCEEDS 6 INCHES

WHERE DEPTH BELOW PIPE

APPROXIMATE 1:1 SLOPE

MATERIAL

BEDDING

90%%d B

M A

X

A

C

D

SCALE: NONE

SECTION A-A

PLAN

AA

BRANCH

(SEE

NOTE 1)

BRANCH

B.D A

1’-3"6"

B C D

1’-0"

8"

10"

12"

16"

20"

24"

1’-6"

2’-3"

3’-2"

4’-0"

5’-3"

1’-4"

1’-8"

2’-0"

2’-6"

3’-0"

3’-4"

S E

E N

O T

E N

O

S E

E N

O T

E N

O

B.D. = BRANCH DIAMETER

BUTTRESS DIMENSIONS

NOTES:

1.

2.

3.

4.

DIMENSION ’C’ SHOULD BE LARGE ENOUGH TO MAKE ANGLE O GREATER THAN

OR EQUAL TO 45%%d.

CONCRETE SHOULD BEAR ON THIS QUADRANT OF PIPE AT A MINIMUM.

DIMENSION ’D’ SHOULD BE AS LARGE AS POSSIBLE BUT CONCRETE SHOULD NOT INTERFERE

WITH MECHANICAL JOINTS.

5. BUTTRESS TO BE PLACED AGAINST FIRM UNDISTURBED SOIL, OR DISTURBED SOIL

COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY, ASTM D1557.

6.

7. ALL POURED BUTTRESSED FITTINGS SHALL BE WRAPPED IN POLYETHYLENE.

CONCRETE SHALL HAVE A MINIMUM 7-DAY COMPRESSIVE STRENGTH OF 2000 PSI.

BUTTRESS DIMENSIONS ARE BASED ON A SOIL RESISTANCE OF TWO TONS PER SQ. FT.

AND A WATER PRESSURE OF 150 PSI. INFORM THE ENGINEER IF ON-SITE SOIL DOES NOT

MEET THIS CONDITION OR PRESSURES EXCEED 150 PSI.

8. IN ADDITION TO BUTTRESSES, ALL JOINTS SURROUNDING TEES SHALL BE RESTRAINED

WITH WEDGE ACTION RESTRAINING GLANDS.

4" MIN

PIPE INSULATION DETAIL

EXTRUDED POLYSTYRENE

INSULATION (25 PSI)

4 FOOT BY 8 FOOT

2 INCH THICK,

4’-0"

LC 2’-0"

UTILITY SERVICE

UTILITY MAIN OR

SERVICE LINE

MAIN OR

UTILITY

M

IN

D

D

2’ MIN.

D + 12"

INSULATION (25 PSI)

EXTRUDED POLYSTYRENE

2 INCH THICK

SCALE: NONE

STANDARD INSTALLATION

SIDE PROTECTION INSTALLATION

GENERAL NOTES:

1. THE SIDE PROTECTION INSTALLATION SHALL BE USED WHERE FROST WILL PENETRATE

BELOW THE PIPE INVERT.

FLUSH HYDRANT SETTING

G-4

TYPICAL SECTIONS

SCALE: NONE

2" ASPHALT

R 10’ R

12"12"

EXISTING 6" GRAVITY SEWER PIPE

CUT EXISTING 6" SANITARY SEWER SQUARELY

INSTALL 2" PE FORCEMAIN AND

GROUT END OF PIPE

BEND RADIUS OF 2" PE FORCEMAIN ENTERING AND

EXISTING THE GRAVITY SEWER LINE SHALL BEND

NO MORE THAN A 10’ RADIUS

NOTE:

MANHOLE DETAIL

R

L P

S R

A D

IU

S

M

IN

THRUST BLOCK

MIN. RADIUS OF PE

FM 10’.

EX. 6" SAN.

EX. 6" SAN.

PROP. 2" PE FORCEMAIN

MH ABANDONMENT

REMOVE CASTING AND

CONE SECTION MIN.

PERFORATE MH BASE

& BACKFILL WITH SAND

SCALE: NONE

LPS INSTALLATION IN GRAVITY SEWER PIPE

8" CRUSHED AGGREGATE

BASE COURSE

PAVED ROADWAY WALKWAY

5’ WIDE

6" COMPACTED CRUSHED

GRANITE STONE

SLOPE

D E

T A

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CONC THRUST BLOCK

ENVELOPE STONE WITH GEOTEXTILE

FABRIC

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A C

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A S

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W A

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2’-10"

1’-10"

UNDISTURBED SOIL, OR DISTURBED SOIL COMPACTED TO

BUTTRESS FOR PLUGS DETAIL

MATERIAL

BEDDING

D

T R

E N

C H

W

ID

T H

O

A

C

SIDES

FORM

B

6 INCHES.

BELOW PIPE EXCEEDS

SLOPE WHERE DEPTH

APPROXIMATE 1:1

SCALE: NONE

PLAN

ELEVATION

A

1’-6"6"

B

1’-2"

8"

12"

16"

20"

24"

30"

2’-0"

2’-5"

3’-4"

4’-3"

5’-2"

6’-9"

1’-4"

2’-4"

3’-4"

4’-0"

BUTTRESS DIMENSIONS

C DDIA.

S E

E N

O T

E N

O

S E

E N

O T

E N

O

BUTTRESS TO BE PLACED AGAINST FIRM

95% OF MODIFIED PROCTOR DENSITY, ASTM D1557.

NOTES:

1.

2.

3.

4.

5.

6.

DIMENSION ’C’ SHOULD BE LARGE ENOUGH TO

MAKE ANGLE O EQUAL TO OR LARGER THAN 45%%d.

WHERE BUTTRESSES ARE NOT POSSIBLE

BECAUSE OF POOR SOIL CONDITIONS OR LACK

OF ROOM, WEDGE ACTION RESTRAINING GLANDS

7.

DIMENSION ’D’ EQUALS APPROX. I.D. OF PIPE

LESS 2 INCHES. THE CONCRETE SHOULD NOT

INTERFERE WITH THE MECHANICAL JOINTS.

CONCRETE SHALL HAVE A MINIMUM 7-DAY

COMPRESSIVE STRENGTH OF 2000 PSI.

ALL POURED BUTTRESSED FITTINGS SHALL BE

WRAPPED IN POLYETHLENE.

BUTTRESS DIMENSIONS ARE BASED ON A SOIL

RESISTANCE OF TWO TONS PER SQ. FT. AND A

WATER PRESSURE OF 150 PSI. INFORM THE

ENGINEER IF ON-SITE SOIL DOES NOT MEET THIS

CONDITION OR PRESSURES EXCEED 150 PSI.

TYPICAL

BELL END

CAP ON SPIGOT END, PLUG ON

BELL END. (PLUG SHOWN)

SEE

NOTE 1

SHALL BE PERMITTED.

1’-10"

A

1’-0"

1’-2"

1’-7"

2’-4"

2’-10"

3’-3"

45%%d BENDS

PLAN - 22 1/2 %%d BEND

PLAN - 45%%d BEND

BUTTRESS DIMENSIONS

1’-10"

2’-10"

1’-10"

22 1/2 %%d BENDS

APPROX. 1:1 SLOPE WHERE DEPTH

BELOW PIPE EXCEEDS 6 INCHES

PIPE MINIMUM

CONCRETE SHALL

BE IN CONTACT

WITH THIS

QUADRANT OF

BEDDING

MATERIAL

BUTTRESS FOR BENDS DETAIL

A

C

Ø

A

Ø

A

SEE

NOTE 2

SEE

NOTE 2

B

1’-0"6"

D

1’-0"

8"

10"

12"

16"

20"

24"

1’-0"

1’-2"

1’-4"

2’-4"

1’-0"

1’-2"

1’-4"

1’-8"

2’-0"

2’-4"

PIPE

SIZE

1 1 B

1’-0"

1’-4"

1’-7"

2’-6"

3’-3"

4’-0"

90%%d

C

Ø

B

A

SCALE: NONE

PLAN - 90%%d BEND

SECTION A-A

A

A

M A

X

SEE

NOTE 2

C

D D

D

1’-10"

3’-10"

3’-10"

2’-10"

1’-10"

A

B

B

A

B D

1’-2"

1’-6"

2’-3"

3’-4"

3 3D2

1’-4"

2’-3"

2’-8"

5’-0"

6’-4"

90%%d BENDS

1 2 3

NOTES:

1.

DIMENSION C C C SHOULD BE LARGE

ENOUGH TO MAKE ANGLE Ø EQUAL TO

OR LARGER THAN 45%%d.

2.

3.

4.

5.

6.

DIMENSION A A A SHOULD BE AS LARGE

AS POSSIBLE WITHOUT INTERFERRING WITH

THE MECHANICAL JOINT.

BUTTRESS TO BE PLACED AGAINST FIRM

UNDISTURBED SOIL, OR DISTURBED SOIL

COMPACTED TO 95% OF MODIFIED

PROCTOR DENSITY, ASTM D1557.

ALL POURED BUTTRESSED FITTINGS SHALL BE

WRAPPED IN POLYETHYLENE.

CONCRETE SHALL HAVE A MINIMUM 7-DAY

COMPRESSIVE STRENGTH OF 2000 PSI.

DIMENSIONS IN TABLE ARE BASED ON A

WATER PRESSURE OF 150 P.S.I. AND AN

EARTH RESISTANCE OF 2 TONS PER SQ. FT.

INFORM THE ENGINEER IF PRESSURES EXCEED

150 PSI, OR ON-SITE SOIL DOES NOT MEET

THIS CONDITION.

7. IN ADDITION TO BUTTRESS, ALL JOINTS SURROUNDING BENDS SHALL BE

RESTRAINED WITH WEDGE ACTION RESTRAINING GLANDS.

MANHOLE WATERPROOFING DETAIL

SCALE: NONE

GENERAL NOTES:

STAINLESS STEEL

COMPRESSION BANDS

PRECAST, BLOCK, OR BRICK

MANHOLE CORBEL (CONE)

MANHOLE FRAME

& COVER

RUBBER SLEEVE

SEAL EXTENSION

AS REQUIRED

INTERNAL RUBBER SLEEVE FRAME/CHIMNEY SEAL

NON-SHRINK MORTAR

SPREAD ON EXTERIOR OF

ADJUSTMENT RINGS

BLOCK OR BRICK MANHOLES

TO BE BACKPLASTERED

AND SEALED WITH

BITUMINOUS WATERPROOF

COATING

CONCRETE ADJUSTMENT

RINGS AS REQUIRED

FINISHED GRADE

1. THE SEAL SHALL EXTEND FROM THE CASTING TO THE CORBEL (CONE). SEAL EXTENSIONS

SHALL BE USED AS REQUIRED.

2. AN INTERAL ADAPTOR SEAL RING MAY BE USED IN LIEU OF THE RUBBER SLEEVE. THE

INTERNAL ADAPTOR SEAL RING SHALL BE INSTALLED PER MANUFACTURER’S INSTRUCTIONS.

RUBBER SLEEVE

MANHOLE COVER

MANHOLE FRAME

EXTERNAL RUBBER SLEEVE FRAME/CHIMNEY SEAL

FINISHED GRADE

GENERAL NOTE:

THE SEAL SHALL EXTEND FROM THE CASTING TO THE CORBEL

(CONE). SEAL EXTENSIONS SHALL BE USED AS REQUIRED.

STAINLESS STEEL

COMPRESSION BAND

AS RECOMMENDED

BY MANUFACTURER

CONCRETE ADJUSTMENT

RINGS AS REQUIRED

FINISHED GRADE

2 LAYERS OF 4 MIL.

PLASTIC SHEET AS

SPECIFIED.

CONCRETE ADJUSTMENT

RINGS AS REQUIRED

ELASTOMERIC FRAME/CHIMNEY SEAL

THE BOND BREAKER TAPE IS TO PREVENT THE SEALER FROM BONDING TO THE EDGE OF

THE FLANGE OF THE MH FRAME AND THE UPPER 1-1/2 INCHES OF ADJUSTING RING OR

CONE. IF THE EDGE OF FLANGE IS NOT FLUSH WITH ADJUSTING RING OR CONE, APPLY

ADDITIONAL TAPE AS REQUIRED TO PREVENT SUCH BONDING.

MANHOLE FRAME & COVER

MANHOLE CONE SECTION

2 INCH OR 3 INCH BOND

BREAKER TAPE. CENTER

OVER JOINT BETWEEN

MANHOLE FRAME AND

ADJUSTING RINGS OR

CONE SECTION AS

APPLICABLE. SEE NOTE.

ELASTOMERIC

WATERPROOFING

SEALER.

SCALE: NONE

PRECAST REINFORCED CONCRETE MANHOLE DETAIL

ABOVE THE MANHOLE INVERT.

90%%d

BEND

TEE

4"

PRECAST

REINFORCED

CONCRETE

ECCENTRIC

OR FLAT TOP

(SEE "GENERAL

NOTES")

CLASS A

CONCRETE

D

#4 BARS

12" C-C TO

12’ DEPTH

6" C-C OVER

12’ TO 25’ DEPTH

2’-0"

4" MIN.

W

SPLIT PIPE

OR FORM

CONCRETE

TO FIT

PRECAST

REINFORCED

CONCRETE

RISERS

MIN. SLOPE

1 INCH/FT.

6 INCHES

MINIMUM

COMPACTED

GRANULAR

BEDDING

CONCRETE

ENCASEMENT

GENERAL NOTES:

PRECAST REINFORCED CONCRETE RISERS MAY BE PLACED WITH TONGUE UP OR DOWN.

ALL PRECAST INLET UNITS SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF AASHTO

DESIGNATION M 199.

PRECAST REINFORCED BASES SHALL BE PLACED ON A BED OF MATERIAL AT LEAST

6 INCHES IN DEPTH, WHICH MEETS THE REQUIREMENTS FOR GRANULAR BACKFILL.

THIS BEDDING SHALL BE COMPACTED AND PROVIDE UNIFORM SUPPORT FOR THE ENTIRE

AREA OF THE BASE.

DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING

SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS

AND THE APPLICABLE SPECIAL CONDITIONS.

DROP CONNECTIONS SHALL BE USED WHEN THE PIPE INVERT IS MORE THAN 2 FEET

DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR UNDERGROUND STRUCTURES

SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT SUCH ALTERNATE

DESIGNS MAKE PROVISION FOR EQUIVALENT CAPACITY AND STRENGTH.

1.

2.

3.

4.

5.

6.

7.

ECCENTRIC CONE TOPS SHALL BE USED ON ALL STRUCTURES 5 FEET OR GREATER

IN DEPTH, AND FLAT TOPS SHALL BE USED ONLY ON STRUCTURES LESS THAN 5 FEET

IN DEPTH, UNLESS DIRECTED BY THE ENGINEER.

TYPE W(FEET)

M

IN

SECTION A-A

PLAN

DROP ASSEMBLY DETAIL

A A

8. PRECAST STRUCTURE MANWAY CLEAR OPENING SHALL MATCH CASTING - REFER TO STANDARD SPECIFICATION

DIVISION 33 AND THE APPLICABLE SPECIAL CONDITIONS.

- OPENING SHALL BE 24" FOR R-1550 CASTINGS

- OPENING SHALL BE 27" FOR R-1642 CASTINGS

SCALE: NONE

SCALE: NONE

5’ PRECAST MANHOLE

SCALE: NONE

BREATHER ASSEMBLY

4" PVC

AIR RELEASE VALVE TOP

4" INCREASER, PVC

NOTE:

THE PIPE, BALL VALVE AND

INCREASER SHALL MATCH THE OUTLET

DIAMETER FROM THE PROPOSED AIR

RELEASE VALVE.

PVC TEE

PVC PIPE

PVC BALL VALVE

PVC PIPE

A

D

NOTE:

CONTRACTOR TO PROVIDE SUMP

IN BOTTOM OF MANHOLE.

4" DUCTILE IRON AND PAINTED

MH VENT W/ S.S. SCREEN.

SEE PLANS FOR LOCATIONS

PROVIDE AND INSTALL PEACEMAKER

VENT BY SYNCO SYSTEMS OR EQUAL

PROVIDE WATERTIGHT

SEAL (TYP.)

CONC.

BLOCKING

(TYP.)

6"x6"x8’ MARKER POST

2" BALL

VALVE

PE (IP)

THREADED

ADAPTER

MANHOLE FRAME & LID

NEENAH R-6005

OR EQUAL

NEENAH R-1550 CASTING

2" BALL

VALVE

PE (IP)

THREADED

ADAPTER

MANHOLE FRAME & LID

NEENAH R-6005

OR EQUAL

TYPE 2 MANHOLE

BREATHER ASSEMBLY

SEE DETAIL BELOW

5’ MANHOLE

1" COMBINATION AIR VALVE

BALL VALVE

M

IN

HDPE FLANGE

ADAPTER

PROVIDE WATERTIGHT

SEAL (TYP.)

TEE W/ BLIND FLANGE W/ NPT TAP

7" GROUT, SLOPE TO SUMP1’-9" MIN. NO. 2 WASHED

STONE ENVELOPED IN

GEOFABRIC, TYPE SAS

UNIFLANGE

6’ MANHOLE

BASE

PIPE SUPPORT

(2 PLACES)

2" PE FORCEMAIN

TYPICAL PLUG VALVE

SEE SPECIFICATIONS

ARCH

TYPE

BASE

THRUST

BLOCKING

SECTION - AIR VALVE MANHOLE W/ DUAL FLUSH CONNECTION

2’ 2’ 2’

GRADE TO DRAIN

MANHOLE FRAME & LID

NEENAH R 6005

OR EQUAL

MANHOLE FRAME & LID

NEENAH R 6005

OR EQUAL

SIZE TO FIT

14-3/4"

DIA.

14-3/4"

DIA.

4" VALVE BOX

TYLER #664-S

OR EQUAL

TROWEL SMOOTH

W/ 6X6-W1.4XW1.4

WIRE MESH

4" CONC.

NEENAH R-1550 CASTING AND LID

LOCKING COVER

(TYP.)

(MIP) THREADED PLUG

(TYP.)

PLAN - AIR VALVE MANHOLE W/ DUAL FLUSH CONNECTION

G-5

D E

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IC

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W A

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CC

G-6

24"

WATER FOUNTAIN DRAIN DETAIL

WATERMAIN DRAIN DETAIL

24"

DUAL FLUSH CONNECTION

TERMINAL FLUSH CONNECTION

WATER RISER SERVICE

WATER LATERAL CONNECTION

M

IN

12"12"

SCALE: NONE

EX. 6" SAN. EX. 6" SAN.

REMOVE GRAVITY SEWER

SECTIONS AS NECESSARY

TO INSTALL TEE FITTING

2" PE LPS

MIN. MIN.

2" PE LATERAL

FROM STEP STATION

THRUST BLOCK

FUSED 2"X2" TEE

GROUT END OF

PIPE (TYP.)

E

T A

IL

LPS TEE CONNECTION TO MAIN

N O

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N -N

IC

O

L E

T N

A T

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N

A L

F O

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SHEET

FILE NO.

4’-8"

1’-0" 9"

M

IN

2 "

M

I N

C

O V

E R

(MIP) THREADED PLUG

(IP) THREADED ADAPTOR

M

I N

INVERT ELEVATION

RIM ELEVATION

14 3/4"

DIA.

1’-9 1/16"1’-3 9/16" 1’-7 3/8"

GRANULAR

FILL

10" PVC

SEE PLAN &

PROFILE SHEETS

ROADWAY BOX

SEE SPECIFICATIONS

4 1/4"

MIN.

45%%d

FTGS.

SCALE: NONE

MATCH EXISTING

GRADE

WIRE MESH

W/ 6x6-W1.4xW1.4

TROWEL SMOOTH

MANHOLE FRAME & LID

NEENAH R-6005

OR EQUAL

4" VALVE BOX

TYLER #664-S

OR EQUAL

2" BALL VALVE SEE SPEC

LOCKING COVER, TYP.

TYPICAL

PLUG VALVE,

SEE SPECIFICATIONS

THRUST BLOCKS, TYP.

OR EQUALWIRE MESH

1’-8 5/8 "

2" BALL VALVE

MATCH LPSM.

DIMENSIONS TO

TEE

THREADED

PE (IP)

ADAPTOR

BLOCKING

CONC.

SLAB

4" CONC.

NOM.

M

I N

C

O V

E R

4-1/4"

SCALE: NONE

THRUST BLOCKS, TYP.

MIN.

TYPICAL

SEE SPECIFICATIONS

PLUG VALVE

2"

TYPE

ARCH

BASE

2"

M

IN

M

IN

1’-6 3/8 "

(10.75)

10" PVC

1’-6 3/8 "

6’-6"

FILL

GRANULAR

1’-8 5/8 "

DIA.

14-3/4"

NEENAH R-6005

MANHOLE FRAME & LID

SIZE TO

FIT

TROWEL SMOOTH

W/ 6x6-W1.4xW1.4

OR EQUAL

TYLER #664-S

4" VALVE BOX

14-3/4"

PROFILE SHEETS

SEE PLAN &

INVERT ELEVATION

GRADE

MATCH EXISTING

RIM ELEVATION

LOCKING COVER, TYP.

LPSM - SEE PLAN & PROFILE

DIA.

SHEETS FOR DIA.

(MIP) THREADED PLUG

.5

TYPE "K" COPPER CONFORMING TO AWWA C800

SERVICE PIPE(DIA AS SHOWN ON PLANS)

WATER MAIN

SMITH-BLAIR

SERVICE SADDLE OR EQUAL

CONCRETE BLOCK

N.T.S.

.0

’M

IN

3/4" G.I.

4"X4" TREATED

SUPPORT POST

1" TYPE K COPPER

SERVICE LATERAL

SWING JOINT

TRANSITION FROM

1" COPPER TO 3

" G. I.

CURB STOP & BOX

W/EXTENSION ROD,

MINNEAPOLIS PATTERN

6.0’ BURY - SIZE SAME

AS SERVICE LATERAL DIA.

NOTE: INSTALL AT EACH CAMP HOST SITE

N.T.S.

SCALE: NONE

AIR GAP

2X PIPE DIA.

SQUARE

GRAVEL

SUMP

STAINLESS

STEEL SCREEN

M

IN

1 1/4" G.I. DRAIN

PITCHED TO SUMP

VARIABLE - POSITION DRAIN

OUTLET & GRAVEL SUMP

IN UNTRAVELED WAY AS

DIRECTED BY PARK PERSONNEL

18"

WATER FOUNTAIN BASE

& SPLASH BLOCK

36" X 36" CONCRETE SLAB

1" COPPER

WATER SERVICE

SCALE: NONE

VALVE AND PIPE SIZE AND

MATERIALS SAME AS WATERMAIN

SQUARE

GRAVEL

SUMP

STAINLESS

STEEL SCREEN

M

IN

LAY DRAIN PIPE TO

PITCH TOWARDS SUMP

AIR GAP

2X PIPE DIA.

MINIMUM

M A

X

M A

X

8" SCH 40

PCV VALVE

BOX

18"

WATER FOUNTAIN

SEE PLUMBING SPECIFICATION

34" HOSE BIBB W/NON-REMOVEALBE VACUUM BREAKER

NIDEL 37HD2 OR EQUAL

GEOTEXTILE FABRIC

ALL 5 SIDES

M in

3/4" WOODFORD MANUFACTURING MODEL 40HT-LH SPIGOT

W/THREADED END & NON-REMOVEABLE

VACUUM BREAKER NIDEL 37 HD2 OR EQUAL

FASTEN TO POST SECURELY WITH

STAINLESS STEEL PIPE STRAPS

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANWWWWWWEEEEEEWWEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWSANW

.6

.9

.4

.5

.9

.0

.9

.8

.1

.2

.1

.2

.3

.3

.1

.2

.4

.3

.1

.2

.5

.6

.3

.2

.1

.3

.7

.6

.2

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00

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FILE NO.

25 50 100

ELEV.

BENCHMARK TABLE

BM. NO. STATION DESCRIPTION

CAUTION

ELECTRIC

RIM = 1272.88

SANITARY MANHOLE, TYPE 1

W/CASTING, R1550

STA. 2+00, CL

I.E.= 1267.30, (NW)

I.E.= 1267.30, (SE)

0+03, 28’ L.

4+21, 32’ L.

15+43, 2’ L.

1272.74

1269.25

1273.65

RIM = 1269.12

SANITARY MANHOLE, TYPE 1

W/CASTING, R1550

STA. 4+01.03

I.E.= 1264.58, (N)

I.E.= 1264.58, (SE)

TOP OF CONC., SE CORNER

TOP OF CONC., E CORNER

TOP OF CONC., W CORNER

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANXSANSANSANSANEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSANSANSANWSANW

.2

.3

.2

.7

.2

.5

.5

.7

.0

.2

.1

.9

.6

.6

.6

.8

.6

.8

.7

.3

.9

.8

.9

.2

.6

.3

.9

.6

.6

.9

14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50

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FILE NO.

CAUTION

ELECTRIC

EXISTING GROUND OVER SANITARY SEWER

1-4" VALVE AND BOX

1-4" VALVE AND BOX

7.0’ MIN. COVER

WATERMAIN DRAIN LOCATION

DEPRESS WATER MAIN TO

DRAIN AT THIS LOCATION

TOP OF PIPE EL. 1261.5

8’ MIN. SEP.

BM# 5876

RIM = 1272.4

SANITARY MANHOLE, TYPE 2

W/CASTING, R1550

STA. 18+65

I.E.= 1267.4

AIR VALVE MANHOLE W/ DUAL FLUSH CONNECTION

STEP STATION #3

P-2

EXISITNG LIFT STATION #1

TO BE ABANDONED

236 L.F. 4" PE WATERMAIN

CAUTION

ELECTRIC

TOP OF 1400 L.F. 4" PE WATERMAIN

1-COUPLER

1-CAP

WATERMAIN DRAIN POINT

GRAVITY DRAIN

SEE DETAIL SHEET G-6

ABANDON EXISTING

MANHOLE

(TYP.)

EXISITNG LIFT STATION #1

TO BE ABANDONED

PAVEMENT RESTORATION

SEE DETAIL SHEET G-4

PAVEMENT RESTORATION

SEE DETAIL SHEET G-4

PAVEMENT RESTORATION

SEE DETAIL SHEET G-4

ABANDON EXISTING

MANHOLE

(TYP.)

STEP STATION #3

INV. EL. 1269.00

SEE SHEET PM-4 FOR DETAIL

DUAL FLUSH CONNECTION

FORCEMAIN DRAIN

SEE DETAIL SHEET G-6

SSSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWSANWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

.6

.9

.9

.8

.5

.0

.3

.7

.4

.4

.1

.9

.7

.5

.2

.9

.2

.1

.9

.2

.0

.3

.6

.8

.1

.8

.7

.0

.6

.5

28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50

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FILE NO.

EXISITING GROUND OVER SANITARY SEWER

EXISITING GROUND OVER SANITARY WATERMAIN

1-4" VALVE AND BOX

BM#1760

BM#1607

BM#1449

8’ MIN. SEP.

7.0’ MIN. COVER

WATERMAIN DRAIN LOCATION

DEPRESS WATER MAIN TO

DRAIN AT THIS LOCATION

TOP OF PIPE EL. 1268

CAUTION

ELECTRIC

RIM = 1285.6

SANITARY MANHOLE, TYPE 2

W/CASTING, R1550

STA. 33+92

I.E.= 1281.6

P-3

AIR VALVE MANHOLE

W/ DUAL FLUSH CONNECTION

DISCONNECT AND PLUG

EXISTING 2" AND 6"

WATERMAINS

1-4" VALVE AND BOX

EXISTING LIFT STATION #2

TO BE ABANDONED

ABANDON

EXISTING SANITARY

MANHOLE

(TYP.)

MAINTAIN HIGH POINT

AT MANHOLE

NOTES:

1.

2.

1-FLUSH HYDRANT

1-4"X2" TEE

1-ADAPTER PE TO IP

5 L.F. 2" PE WATERMAIN

1-4"X2" TEE

1-FLUSH HYDRANT

1-ADAPTER PE TO IP

5 L.F. 2" PE WATERMAIN

PLUG BARREL DRAIN

WATERMAIN DRAIN POINT

SUCTION REQ’D.

REMOVE CAP & GROUT AS PER SPECIFICATIONS

REMOVE AND ABANDON AS PER SPECIFICATIONS

REMOVE AND ABANDON AS PER SPECIFICATIONS

REMOVE AND ABANDON AS PER SPECIFICATIONS

REMOVE AND ABANDON AS PER SPECIFICATIONS

EXISTING WATER

STORAGE TANK AND PUMP BLDG.

TO BE ABANDONED

SEE DM-1 SHEET

REMOVE CAP & GROUT AS PER SPECIFICATIONS

EXISTING LIFT STATION #2

TO BE ABANDONED

5’ WIDE X 10 L.F.

CRUSHED GRANITE

WALKWAY

15 L.F. 1" COPPER WATER SERVICE

1-WATER FOUNTAIN

1-1" CURB STOP

PAVEMENT RESTORATION

SEE DETAIL SHEET G-4

73 L.F. 1" COPPER WATER SERVICE

1-WATER RISER

1-1" CURB STOP

5 L.F. 1" COPPER WATER SERVICE

1-WATER RISER

1-1" CURB STOP

PAVEMENT RESTORATION

SEE DETAIL SHEET G-4

SSTTTTTTXXXXXXXXXXXXXXXTSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWEEEE

.6

.5

.2

.7

.5

.6

.0

.4

.1

.3

.3

.0

.1

.3

.6

.0

.1

.6

.6

42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50

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FILE NO.

SEE WWTF PLAN SITE

FOR CONTINUATION OF WATERMAIN

EXISTING GROUND OVER SANITARY SEWER

REMOVE MANHOLE

NOTES:

1.

2.

PAVEMENT RESTORATION

SEE DETAIL SHEET G-4

PAVEMENT RESTORATION

SEE DETAIL SHEET G-4

SANSANSANSANSANSANSANSANSANSANSANSANWWWWWWWWWWWWWWEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWW

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FILE NO.

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANEEEEEEEEEEEEEEWWWWWWEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSAN

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSANSANSANWWWW

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FILE NO.

402010

1-WATER RISER

STEP STATION #2

50 L.F. 2" COPPER WATER SERVICE

CONNECT TO EXISTING

10 L.F. 2" PE SANITARY SEWER

HOST SITE S46

NOTE:

WHEREVER NEW UTILITY LINES CROSS EX. WATER LINES

ABANDON AS PER SPECIFICATIONS

1.

REMOVE CAP & GROUT AS PER SPECIFICATIONS

REMOVE AND ABANDON AS PER SPECIFICATIONS

REMOVE AND ABANDON AS PER SPECIFICATIONS

REMOVE AND ABANDON AS PER SPECIFICATIONS

1-4" VALVE AND BOX

EX. WATER SERVICE TO REMAIN

PAVEMENT

RESTORATION

SEE DETAIL SHEET G-4

15 L.F. 4" PVC SANITARY SEWER LATERAL @2.00%

CONNECT TO EXISTING

PROVIDE BENDS AS NECESSARY TO REALIGN

PIPING

EX. C.O. & CAMP SITE LATERAL TO REMAIN

1-WATER RISER

1-1" CURBSTOP

5 L.F. 1" COPPER WATER SERVICE

1-2" PE TEE - SEE DETAIL SHEET G-6

PAVEMENT

RESTORATION

SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANXEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANWW

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SHEET

FILE NO.

10 20 40

STEP STATION #3

50 L.F. 2" PE SANITARY SEWER

PROP. 115 L.F. 2" COPPER WATER SERVICE

MAKE CONNECTION TO EXISTING

HOST SITE #58

NOTE:

WHEREVER NEW UTILITY LINES CROSS EX. WATER LINES

ABANDON AS PER SPECIFICATIONS

1.

REMOVE CAP & GROUT AS PER SPECIFICATIONS

REMOVE AND ABANDON AS PER SPECIFICATIONS

REMOVE AND ABANDON AS PER SPECIFICATIONS

REMOVE AND ABANDON

AS PER SPECIFICATIONS

1-4" VALVE AND BOX

1-2" PE TEE - SEE DETAIL SHEET

15 L.F. 4" PVC SANITARY SEWER LATERAL @2.00%

CONNECT TO EXISTING

PROVIDE BENDS AS NECESSARY TO REALIGN

PIPING EX. C.O. & CAMP SITE LATERAL TO REMAIN

EXISTING WATER SERVICE

TO REMAIN

REMOVE AND ABANDON AS PER SPECIFICATIONS

PAVEMENT RESTORATION

SEE DETAIL SHEET G-4

1-WATER RISER

1-" CURBSTOP

5 L.F. 1" COPPER WATER SERVICE

1-WATER RISER

CONNECT TO EX.

WATER SERVICE

INLET BAFFLE

EXCAVATION AREA

BACKFILL WITH GRANULAR MATERIAL

4" PVC SUPPORT PIPE

4" PVC SUPPORT PIPE

M

IN

6" PVC INLET

VOLUME = 3000 GAL

VOLUME = 1800 GAL

24" ACCESS RISER

WITH CONCRETE COVER 24" ACCESS RISER

WITH CONCRETE COVER

NOTE:

TERMINATE ALL COVERS 6" ABOVE FINISHED GRADE

AND PROVIDE LOCKING DEVICE FOR COVER AND

WARNING LABEL PER COMM 84.25(8).

EXTEND 2" INSULATION (4X8 SHEETS)

4 FEET BEYOND COVER OF TANK

3" MIN COMPACTED GRANULAR BACKFILL

1-12" CONDUIT

1-12" CONDUIT

ALARM

LAG ON

ON

OFF

FLOATS

ALARM = 1261.50

LAG ON = 1261.00

ON = 1260.50

OFF = 1260.00

ITT CENTRIPRO GUIDE RAIL

MODEL A10-20 OR EQUAL

WITH QUICK DISCONNECT

4" PVC SCHEDULE 40

SUPPORT PIPE

EXTEND 3 FEET INTO

UNDISTURBED SOIL

4" PVC SCHEDULE 40 VENT

WITH APPROVED BOLT ON

VENTED CAP

1264.50

2" INSULATION, INSTALL 6" ABOVE TANK

FLOAT ASSEMBLY

NOTE:

FLOAT ASSEMBLY SHALL BE 1" SCHEDULE 40 PVC

ATTACHED TO THE SIDE WALL OF RISER WITH STAINLESS

STEEL FASTENERS. FLOAT ASSEMBLYSHALL BE REMOVABLE

FOR FLOAT ADJUSTMENT WITHOUT ENTERING TANK.

EFFLUENT FILTER

SANITEE ST818

OR EQUAL

2" CHECK VALVE

1 PER PUMP REQ’D

S T

E P

S T

A T

IO

N

N O

PM-5

STEP STATION NO. 1

N.T.S.

PM-5

PM-5

POST MOUNTED SERVICE PANEL

SEE TYPICAL THIS SHEET

PM-5 N.T.S.

STEP STATION NO. 1 SECTION

2" PVC LONG SWEEP 90%%d

2" PVC LONG SWEEP 90%%d

TRANSITION COUPLING

2" PVC TO 2" PE PIPE

2" PE PRESSURE SEWER

2" PVC TEE

2" GATE VALVE W/ BOX

WITH SQUARE OPERATING

NUT EXTENSION ROD

2" GATE VALVE W/ BOX

WITH SQUARE OPERATING

NUT EXTENSION ROD

2" GATE VALVE W/ BOX

WITH SQUARE OPERATING

NUT EXTENSION ROD

2" FERNCO COUPLING

CONNECT TO MANHOLE

SEE P-1 PLAN SHEET

FOR HOOKUP ELEVATION

6" SCHEDULE 40 PVC

WIESER TANK

MODEL W3000/1800

OR EQUAL

PUMP CONTROL PANEL

WATERTIGHT STAINLESS STEEL

M

IN

M

IN

2’ X 2’ MIN. SIZE

TO WETWELL

TYPE NEMA 4X VENTED

FIBERGLASS ENVIRONMENT

ISOLATION BOX

12" X 18" MIN.

PM-5

TYPICAL POST MOUNT SERVICE PANEL

N.T.S.

120 V CONVENIENCE OUTLET

FROM TRANSFORMER

DIRECT BURY CABLE

TREATED 4X4 POST

WITH TREATED PLYWOOD

WITH A 45%%d BEVELED TOPELECTRICAL SERVICE BREAKER

PANEL UTILITY RATED W/LOCK KIT

APPROVED. INSTALL CONDUIT

FROM PANEL TO BELOW GRADE

TO RUN CABLE FROM TRANSFORMER

N O

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T A

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C H

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U A

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N -N

IC

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T N

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F O

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P

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INLET BAFFLE

EXCAVATION AREA

BACKFILL WITH GRANULAR MATERIAL

4" PVC SUPPORT PIPE

4" PVC SUPPORT PIPE

M

IN

4" PVC INLET

VOLUME = 1585 GAL

24" ACCESS RISER

WITH CONCRETE COVER 24" ACCESS RISER

WITH CONCRETE COVER

NOTE:

TERMINATE ALL COVERS 6" ABOVE FINISHED GRADE

AND PROVIDE LOCKING DEVICE FOR COVER AND

WARNING LABEL PER COMM 84.25(8).

EXTEND 2" INSULATION (4X8 SHEETS)

4 FEET BEYOND COVER OF TANK

3" MIN COMPACTED GRANULAR BACKFILL

1-12" CONDUIT

1-12" CONDUIT

ALARM

LAG ON

ON

OFF

FLOATS

ALARM = 1268.00

LAG ON = 1267.70

ON = 1267.40

OFF = 1266.90

ITT CENTRIPRO GUIDE RAIL

MODEL A10-20 OR EQUAL

WITH QUICK DISCONNECT

4" PVC SCHEDULE 40

SUPPORT PIPE

EXTEND 3 FEET INTO

UNDISTURBED SOIL

4" PVC SCHEDULE 40 VENT

WITH APPROVED BOLT ON

VENTED CAP

1269.00

2" INSULATION, INSTALL 6" ABOVE TANK

FLOAT ASSEMBLY

NOTE:

FLOAT ASSEMBLY SHALL BE 1" SCHEDULE 40 PVC

ATTACHED TO THE SIDE WALL OF RISER WITH STAINLESS

STEEL FASTENERS. FLOAT ASSEMBLYSHALL BE REMOVABLE

FOR FLOAT ADJUSTMENT WITHOUT ENTERING TANK.

EFFLUENT FILTER

SANITEE ST818

OR EQUAL

2" CHECK VALVE

1 PER PUMP REQ’D

S T

E P

S T

A T

IO

N

N O

PM-6

STEP STATION NO. 2

N.T.S.

PM-6

PM-6

POST MOUNTED SERVICE PANEL

SEE TYPICAL THIS SHEET

PM-6 N.T.S.

STEP STATION NO. 2 SECTION

2" PVC LONG SWEEP 90%%d

2" PVC LONG SWEEP 90%%d

2" PE PRESSURE SEWER

2" PVC TEE

2" GATE VALVE W/ BOX

WITH SQUARE OPERATING

NUT EXTENSION ROD

2" GATE VALVE W/ BOX

WITH SQUARE OPERATING

NUT EXTENSION ROD

2" GATE VALVE W/ BOX

WITH SQUARE OPERATING

NUT EXTENSION ROD

2" FERNCO COUPLING

VOLUME = 950 GAL

CONNECT TO EXISTING BUILDING LATERAL

FROM COMFORT STATION #3.

USE NO MORE THAN THREE

6"- 45%%d BENDS, NO 90%%d ALLOWED

4" SCHEDULE 40 PVC

1273.40%%P

TRANSITION COUPLING

2" PVC TO 2" PE PIPE

PUMP CONTROL PANEL

WATERTIGHT STAINLESS STEEL

M

IN

M

IN

2’ X 2’ MIN. SIZE

TO WETWELL

TYPE NEMA 4X VENTED

FIBERGLASS ENVIRONMENT

ISOLATION BOX

12" X 18" MIN.

PM-6

TYPICAL POST MOUNT SERVICE PANEL

N.T.S.

120 V CONVENIENCE OUTLET

FROM TRANSFORMER

DIRECT BURY CABLE

TREATED 4X4 POST

WITH TREATED PLYWOOD

WITH A 45%%d BEVELED TOPELECTRICAL SERVICE BREAKER

PANEL UTILITY RATED W/LOCK KIT

APPROVED. INSTALL CONDUIT

FROM PANEL TO BELOW GRADE

TO RUN CABLE FROM TRANSFORMER

N O

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SHEET

FILE NO.

WIESER TANK

MODEL WPL1585/950

OR EQUAL

INLET BAFFLE

EXCAVATION AREA

BACKFILL WITH GRANULAR MATERIAL

4" PVC SUPPORT PIPE

4" PVC SUPPORT PIPE

M

IN

4" PVC INLET

VOLUME = 1585 GAL

24" ACCESS RISER

WITH CONCRETE COVER 24" ACCESS RISER

WITH CONCRETE COVER

NOTE:

TERMINATE ALL COVERS 6" ABOVE FINISHED GRADE

AND PROVIDE LOCKING DEVICE FOR COVER AND

WARNING LABEL PER COMM 84.25(8).

EXTEND 2" INSULATION (4X8 SHEETS)

4 FEET BEYOND COVER OF TANK

3" MIN COMPACTED GRANULAR BACKFILL

1-12" CONDUIT

1-12" CONDUIT

ALARM

LAG ON

ON

OFF

FLOATS

ALARM = 1268.00

LAG ON = 1267.70

ON = 1267.40

OFF = 1266.90

ITT CENTRIPRO GUIDE RAIL

MODEL A10-20 OR EQUAL

WITH QUICK DISCONNECT

4" PVC SCHEDULE 40

SUPPORT PIPE

EXTEND 3 FEET INTO

UNDISTURBED SOIL

4" PVC SCHEDULE 40 VENT

WITH APPROVED BOLT ON

VENTED CAP

1269.00

2" INSULATION, INSTALL 6" ABOVE TANK

FLOAT ASSEMBLY

NOTE:

FLOAT ASSEMBLY SHALL BE 1" SCHEDULE 40 PVC

ATTACHED TO THE SIDE WALL OF RISER WITH STAINLESS

STEEL FASTENERS. FLOAT ASSEMBLYSHALL BE REMOVABLE

FOR FLOAT ADJUSTMENT WITHOUT ENTERING TANK.

EFFLUENT FILTER

SANITEE ST818

OR EQUAL

2" CHECK VALVE

1 PER PUMP REQ’D

S T

E P

S T

A T

IO

N

N O

PM-7

STEP STATION NO. 3

N.T.S.

PM-7

PM-7

POST MOUNTED SERVICE PANEL

SEE TYPICAL THIS SHEET

PM-7 N.T.S.

STEP STATION NO. 3 SECTION

2" PVC LONG SWEEP 90%%d

2" PVC LONG SWEEP 90%%d

TRANSITION COUPLING

2" PVC TO 2" PE PIPE

2" PE PRESSURE SEWER

2" PVC TEE

2" GATE VALVE W/ BOX

WITH SQUARE OPERATING

NUT EXTENSION ROD

2" GATE VALVE W/ BOX

WITH SQUARE OPERATING

NUT EXTENSION ROD

2" GATE VALVE W/ BOX

WITH SQUARE OPERATING

NUT EXTENSION ROD

2" FERNCO COUPLING

VOLUME = 950 GAL

CONNECT TO EXISTING BUILDING LATERAL

FROM COMFORT STATION #4.

USE NO MORE THAN THREE

6"- 45%%d BENDS, NO 90%%d ALLOWED

4" SCHEDULE 40 PVC

1273.40%%P

WIESER TANK

MODEL WPL1585/950

OR EQUAL

PUMP CONTROL PANEL

WATERTIGHT STAINLESS STEEL

M

IN

M

IN

2’ X 2’ MIN. SIZE

TO WETWELL

TYPE NEMA 4X VENTED

FIBERGLASS ENVIRONMENT

ISOLATION BOX

12" X 18" MIN.

PM-7

TYPICAL POST MOUNT SERVICE PANEL

N.T.S.

120 V CONVENIENCE OUTLET

FROM TRANSFORMER

DIRECT BURY CABLE

TREATED 4X4 POST

WITH TREATED PLYWOOD

WITH A 45%%d BEVELED TOPELECTRICAL SERVICE BREAKER

PANEL UTILITY RATED W/LOCK KIT

APPROVED. INSTALL CONDUIT

FROM PANEL TO BELOW GRADE

TO RUN CABLE FROM TRANSFORMER

N O

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N

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IP

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1279.00

CONNECT TO SEWER LATERAL FROM

DUMP AND FISH CLEANING STATION

6" PVC SCHEDULE 40

3" MIN COMPACTED GRANULAR FILL UNDER TANK

24" DIA OPENING WITH CONCRETE LID

WITH WARNING LABEL & CHAINS WITH PADLOCK

TYPICAL ALL COVER OPENINGS

4" PVC SCHEDULE 40 OBSERVATION OPENING

WITH VENT CAP, SECURE TO PIPE

2" INSULATION (4X8 SHEETS) 6" ABOVE TANK

EXTEND 4’ MIN OUTSIDE TANK COVER

6" PVC SCHEDULE 40 OUTLET6" PVC SCHEDULE 40 INLET

1284.00%%P

WIESER TANK

MODEL WLP 1585/950

OR EQUAL

POLYETHYLENE BAFFLE

EFFLUENT FILTER

SANITEE ST 818

OR EQUAL

EFFLUENT FILTER

SANITEE ST 818

OR EQUAL

S T

E G

S T

A T

IO

N

PM-8

PM-8 N.T.S.

N.T.S.

PM-8

STEG STATION PLAN

PROVIDE 20 L.F. 6" PVC TO CONNECT TO NEW

GRAVITY SEWER LINE, SEE SHEET P-4

1279.75

EXCAVATE A MIN OF 4 FEET AROUND TANK

STEG STATION SECTION

N O

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O

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N

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NEW MANHOLE LOCATION IS 24’ FEET SW

OF EXISTING MANHOLE

SEE COLLECTION SYSTEM PLANS

REMOVE EXISTING FENCE

P1

RIM = 1271.50

SANITARY MANHOLE, TYPE 1

STA. 0+44.55

I.E.= 1266.00, (NE)

I.E.= 1266.10, (W)

IRRIGATION PUMP TANK

12’ WIDE DRIVEWAY

TWIN 12’ GATES

185.00’

APPROXIMATELY 59 LF 4" SAN LATERAL

10 20 40

E

CONCRETE SLAB TO BE REMOVED

INSTALL 2" FLUSHING HYDRANT

REMOVE EXISTING ANCHOR PLUGS (4)

AND CABLES FOR LAGOON AERATOR

BEFORE DEMOLITION OF LAGOON

58 LF 8" PVC

SAN SEWER

@ 0.64%

70 LF OF1" PE

WATER SERVICE

INSTALL SILT FENCE AS SHOWN BEFORE GRADING OPERATION BEGINS

174 LF 8" PVC SAN SEWER @ 0.57%

EEE

12’ GATE

SEE PLAN AND PROFILE SHEETS FOR CONTINUATION

SEE PLAN AND PROFILE SHEETS FOR CONTINUATION

CONNECT TO 4" PE

2" X 4" PE REDUCER

6’ BURY MIN.

4" PE WATERMAIN, 6’ MIN. BURY

AEROBIC TREATMENT UNIT

AEROBIC PUMP STATION

I.E.= 1267.00 (SE)

I.E.= 1267.10 (SW)

SANITARY MANHOLE, TYPE 1

RIM = 1275.50

W/CASTING R1550

STA. 0+00, 44.8’ LT.= STA. 51+04, CL

W/CASTING R1550

TOPSOIL, SEED, FERT., AND MULCH TOPSOIL, SEED, FERT., AND MULCH

ADD FILL AS NEEDED

2% MAX

12’ MIN.

1:1 CUT SLOPE

1:1 CUT SLOPE

PARKING/TURN-A-ROUND

ABANDON PULLEY SYSTEM

MATCH TO EXISTING DRIVE

WM-1

1’

CONNECT EXISTING BUILDING LATERAL

WITH NEW 4" LATERAL TO NEW SANITARY LINE

INSTALL WATER RISER

AND 4X4 POST WITH HOSE RACK

REMOVE EXISTING METERING,

CONTROLS, AND STRUCTURE

CLEAN UP EXISTING AERATOR

AND RETURN TO OWNER

EXISTING BUILDINGS TO REMAIN

SEE SHEET E-1 FOR WORK RELATED

2" PE 90%%d BEND

PROVIDE POURED

CONCRETE BLOCKING

REMOVE EXISTING PUMPS, CONTROLS,

AND STRUCTURES

LOCATION OF BORROW PIT

PROJECT SITE

BORROW PIT SITE

FOREST ROAD 1417

CAMPGROUND

CHEQUAMEGON NATIONAL FOREST

COUNTY TRUNK M

NOTE:

DISTANCE BETWEEN PROJECT

SITE AND BORROW SITE

IS APPROXIMATELY 2.5 MILES.

REMOVE EXISTNG CHLORINE

CONTACT CHAMBER

22 LF OF 1" COPPER WATER

SERVICE WITH CURB STOP

BEAVER CREEK ROAD(FR 121)

135 LF 2" PE WATERMAIN, 6" MIN. BURY

2" X 1" PE TAP FITTING

PROVIDE CONCRETE

ANCHOR BLOCKING

8"X4" WYE CONNECTION

XXXXXXXXXXXXXXXXXXXXXXXXXXXXTSANSANEEEEEEEWWWWWWW

WM-5

WM-5

2"WS2"WS2"WSXXXXXXXX

1"WS1"WSXXXXXX

11832000

SHEET

FILE NO.

EXISTING DRIVEWAY

EXISTING BUILDINGS

TO BE

DEMOLISHED SEE NOTE 1

6’ HIGH CHAIN

LINK FENCE

PROPOSED CONTOUR GRADING

AFTER POND DEMOLITION

LOCATE SERVICE LINE FROM REMOTE BREAKER

PANELS TO NEW BUILDING SERVICE PANEL

METER MANHOLE, SEE SHEET WM-3

INSTALL 1-1/2" CONDUIT

FROM CONTROL BUILDING TO MANHOLE

PROPOSED CONTOUR GRADING

AFTER POND

DEMOLITION SEE NOTE 2

NOTE 2:

CONTRACTOR TO PROVIDE FOR

TOPSOIL, SEED, FERT., AND MULCH

PER SPECIFICATIONS ON ALL DISTRUBED

AREAS AFTER CONSTRUCTION AND

POND DEMOLITION AND GRADING

PER CONTOUR ELEVATIONS SHOWN HERE.

6 INCHES OF 34" CRUSHED AGGREGATE BASE

PROVIDE COMPACTION PER SPECIFICATIONS

12’ DRIVEWAY SECTION

I.E.= 1265.00 (TANK)

I.E. = 1269.00(END)

160 LF 3" HDPE LINE

201 L F 3

" H D

PE L

IN

E

325 LF 3" HDPE LINE

325 LF 3" HDPE LINE

SILT FENCE, INSTALL BEFORE CONSTRUCTION

APPROXIMATE IRRIGATION SPRAY COVERAGE

80’ TYPICAL SPACING

CENTER TO CENTER

NORTH IRRIGATION LINE

SOUTH IRRIGATION LINE

BASE LINE

BASE LINE

GRADE AT NORTH LINE

GRADE AT SOUTH LINE

CONNECT TO PROPOSED IRRIGATION TANK

1" VENT CAP ON THIS RISER

OPEN FOR DRAINBACK IN FALL

1" VENT CAP ON THIS RISER

OPEN FOR DRAINBACK IN FALL

I.E. 1268.00 (BEND POINT)

STA. 5+10.80 FT, RT.

IR

R

IG

A

T

IO

N P

IP

IN

G P

R O

F

IL

E

WM-2

INSTALL A 3" 45%%d BEND PE

80’ CENTER TO CENTER (TYP)

REMOVE EXISTING POST AND IRRIGATION PIPE

FILL POST HOLES WITH TOPSOIL

40’ DIAMETER SPRAY AREA

CAP END OF 3" PE HEADER PIPE

IRRIGATION RISER

SEE DETAIL ON SHEET WM-5.

IRRIGATION RISER (TYP)

SEE SHEET WM-5 FOR DETAIL

XXXXXXXXXXXXXX

E O

P S ta

.1

4+00 5+00 6+00 7+00 8+00

XX

XXXXXXXXXXXXXXXXX

WM-5

WM-5

A E

R O

B

IC

T R

E A

T M

E N

T S

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T E

M

WM-4

.7

.7

.0

.0

.0

.0

.0

.0

.7

.6

.5

.4

.3

.2

.1

.1

.0

.0

.2

.4

.7

.9

.9

.8

.4

.2

.3

.5

.6

.7

.3

3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20

N O

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C H

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IC

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P

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W A

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12" WATER-TIGHT

BOOT (TYP.)

6’-0" PRE-CAST

CONCRETE MANHOLE

3"

1 1/2 "1 1/2 "

A OPENING

B D

IM

/2

O V

E R

A L

L

A DIM. + 12 1/2 "

OVERALL

1/

7" 6 15/16 " 7" 6 15/16 "

30 7/8 "

14"

8"

3/

0"

IN

F

L U

E N

T F

L O

W M

E T

E R

WM-3

1272.50

STAINLESS STEEL MOUNTING

BRACKETS FOR ULTRA SONIC

LEVEL TRANSDUCER

CAST FLUME INTO MANHOLE

BASE AS REQUIRED

TRAPEZOID FLUME

TRACON OR EQUAL

8" EFFLUENT SEWER

I.E. = 1264.90

1272.50

SLOPE CONCRETE

TO MATCH FLUME

WIDTH AND ANGLE (TYP.)

8" INFLUENT

SANITARY SEWER

PROVIDE STAINLESS STEEL

MOUNTING BRACKETS FOR

ULTRA SONIC LEVEL TRANSDUCER

36" X 42" ACCESS HATCH

WITH 5/8" DIA. HOLE

2" X 2" ANGLE CLIPS

FOR KEYING TO CONCRETE

NOTES:

1) SUITABLE FOR USE IN OFF

STREET LOCATION WHERE NOT

SUBJECTED TO HIGH DENSITY

TRAFFIC.

2) PROVIDE A FULL BED OF

CLASS "A" CONCRETE UNDER

FRAME AND SUPPORT ANGLES.

S.STL. & ALUM. POSITIVE

LOCKING HOLD OPEN ARM

WITH S.STL. SPRING ASSIST

1/4" THICK DIAMOND

PATTERN ALUM. COVER PLATE

T-316 STAINLESS STEEL HINGES

WITH TAMPER PROOF FASTENERS

PRIMER REQUIRED

(COVER SHOWN IN

OPEN POSITION)

SECTION1 1/2" ALUM. COUPLING

8" INFLUENT SEWER

I.E. = 1265.00

8" EFFLUENT

SANITARY SEWER

1 - 1 1/2 " PVC ELECTRICAL CONDUITS

HATCH DOOR SIZING

A DIM B DIM LOCATION

AEROBIC PUMP TANK

IRRIGATION TANK

METER MANHOLE

WM-3

WM-3

WM-3

WM-3

1 - 1 1/2 " PVC ELECTRICAL CONDIUTS

I.E. = 1264.86I.E. = 1264.95

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FILE NO.

HEAD GAGE

HEAD GAGE

SCALE: 1" = 1’-0" (22x34)

SCALE: 1/2" = 1’-0" (11x17)

SCALE: 1" = 1’-0" (22x34)

SCALE: 1/2" = 1’-0" (11x17)

SCALE: 1" = 1’-0" (22x34)

SCALE: 1/2" = 1’-0" (11x17)

FLUME DETAILS

ACCESS HATCH DETAIL

FLOW METER MANHOLE PLAN

FLOW METER MANHOLE SECTION

SLAM

LOCK

LIFTING HANDLE

SCALE: 1" = 1’-0" (22x34)

SCALE: 1/2" = 1’-0" (11x17)

NOTES:

1. 3/16" MINIMAL WALL THICKNESS TO CONSIST OF ISOPHTHALIC

POLYESTER RESIN WITH 30% MINIMUM GLASS CONTENT, EXLUSIVE

OF RESIN RICH SURFACES.

2. INSIDE SURFACE SHOULD BE SMOOTH WHITE GEL COAT.

3. HEAD GAGE IS MOLDED INTO SIDE OF FLUME.

36X48 DOUBLE DOOR HATCH

USE NON-SHRINK GROUT FOR PUMP BASE

FILL RIBBED AREA AS NEEDED TO PROVIDE

FOR LEVEL PAD FOR PUMPS, FLOAT POLE, AND GUIDE RAIL.

PROVIDE WATERTIGHT SEAL AROUND ALL

PIPE PENETRATIONS THROUGH TANK WALLS

4" VENT LINE

24" DIA OPENING

WITH CONCRETE LID

WITH WARNING LABEL

DIVIDER WALL

PUMP CONTROL PANEL

WATERTIGHT STANLESS STEEL

ELECTRICAL DISCONECT/BREAKER PANEL

POWER FROM CONTROL BUILDING

1 14" PVC SCHEDULE 40

FORCEMAIN TO TREATMENT TANK

2’

SECONDARY SETTLING EQUALIZATION TANK

EFFLUENT DISCHARGE TO IRRIGATION TANK

1273.50

1273.00

1264.50

.6

20.00’

TEE BOTH PUMPS TOGETHER

1273.00

1273.50

1266.50 1266.00

1268.00

TO BLOWER POWER SUPPLY BOX

2" AIR OPENING

6" OBSERVATION OPENING

24" OPENING WITH

CONCRETE COVER

CHECK VALVE

LIFT CABLE

FLOAT RAIL SYSTEM

NEEDS TO ALLOW

ADJUSTMENT OF FLOATS

WITHOUT ENTERING TANK

TO BLOWER UNIT1 12" CONDUIT

36X48 DOUBLE DOOR

HATCH OPENING

WITH 300 PSF RATING

1257.50

BLOWER POWER BOX

1 14" CURB STOP & BOX

RISER OPERATING STEM

AND BOX

1 14" CURB STOP & BOX

TIMER FLOATS

ALARM = 1264.00

PEAK ON = 1262.25

TIMER ON = 1259.75

LWL OFF = 1259.50

AEROBIC TREATMENT TANK

1INFLUENT 8" GRAVITY

SEWER SDR 26

AEROBIC TREATMENT SYSTEM

PROVIDE OPENING IN TANK TOP FOR

MEDIA MODULE TO SET IN TANK

VERIFY TANK SIZE AND OPENING

WITH MANUFACTURE BEFORE

CONSTRUCTING TANK

SYSTEM BLOWER

WITH 2" PVC LINE

1 14" PVC DISCHARGE LINE

TO TREATMENT TANK

GUIDE RAIL

WITH QUICK DISCONNECT

1 AEROBIC TREATMENT SYSTEM SECTION

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9000 GALLON DUAL

COMPARTMENT

PRECAST TANK

EFFLUENT FILTER

BAFFLE

8" SDR 26

4" OPENING

4" CONCRETE WALL

RISER BY TANK

MANUFACTURER

1 1/4" TO 4" FERNCO COUPLING

& 4" SCH 40 PVC SUPPORT PIPE

PRECAST TANK - 2500 GALLONS

CONTRACTOR TO VERIFY SIZE AND TANK

DIMENSIONS WITH AEROBIC UNIT MANUFACTURER

AND TANK MANUFACTURER PRIOR TO DELIVERY TO SITE.

WIESER CONCRETE OR EQUAL

1266.9 +/-

6" PVC OBSERVATION OPENING W/VENTED CAP

15 LF - 4" PVC SCHEDULE 40

TO IRRIGATION PUMP TANK

AEROBIC TREATMENT

UNIT MEDIA

15 LF - 4" PVC SCHEDULE 40

TO IRRIGATION PUMP TANK

@ 4.66%

6’ - 10’

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GUIDE RAIL AND DISCHARGE PIPING MOUNT

SHALL BE PER PUMP MANUFACTURER

2" PVC SCHEDULE 40 PIPE

PROVIDE A CONCRETE BLOCK UNDER EACH VALVE

1266.64

1273.00

1273.50

1265.30

INLET BAFFLE

24" DIA OBSERVATION OPENING

CONCRETE COVER WITH WARNING LABEL

PROVIDE A GROUT FILLET

ALL WAY AROUND OPENING

2’

2" BALL VALVE

VALVE HANDLE EXTENSION

VALVE BOX RISER CAP

4" PVC VENT

36X48 DOUBLE DOOR HATCH

WITH LOCKING BOLT

AND LOAD RATING OF 300 PSF MIN.

2" BALL VALVE

2" BALL VALVE

2" PVC SCHEDULE 40

2" TEE

2" TEE

2" DRAINBACK LINE

2" DRAINBACK LINE

PROVIDE WATERTIGHT SEAL

AT ALL PIPE PENETRATIONS

THROUGH TANK WALLS

1265.00

2" PVC TO 3" HDPE

TRANSITION COUPLING

2" PVC TO 3" HDPE

TRANSITION COUPLING

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EXISTING GRADE BEFORE CONSTRUCTION

SAND BACKFILLED PIPE TRENCH

IN IRRIGATION FIELD ONLY

SEE PROFILE FOR

BURY DEPTH

PROVIDE A 2" PVC TO A 3" HDPE

TRANSITION COUPLING

2" 90%%d BEND

2" 90%%d BEND

FLOAT LEVELS

HIGHWATER = 1262.22

LAG ON = 1261.22

PUMP ON = 1260.72

PUMP OFF = 1260.22

4" PVC SCHEDULE 40 IN-FLOW PIPE

2" CHECK VALVE

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1 IRRIGATION TANK SECTION

DISTRIBUTION PIPE HEADER TO IRRIGATION RISER DETAIL

N.T.S.

N.T.S.

N.T.S.

SUBMERSIBLE PUMP

WM-5

WM-5

WM-5

WM-5

WM-5

TYPICAL POST MOUNT SERVICE PANEL

PUMP CONTROL PANEL

WATERTIGHT STAINLESS STEEL

TREATED 4X4 POST

WITH TREATED PLYWOOD

WITH A 45%%d BEVELED TOP

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2’ X 2’ MIN. SIZE

TO WETWELL

ELECTRICAL DISCONNECT/

BREAKER PANEL POWER

FROM BUILDING

120 V CONVENIENCE OUTLET

4" VENT

TYPE NEMA 4X VENTED

FIBERGLASS ENVIROMENT

ISOLATION BOX

12" X 18" MIN.

1268.64

INSTALL 1" TAPPING SADDLE

TANK

WEISER MODEL WEHD 6000-LP

OR EQUAL

4" CONCRETE WALL

RISER BY TANK

MANUFACTURER

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FILE NO.

SPRAY HEAD

3/4" THREADED COUPLING

POSITION ABOVE POST

1" GALVANIZED RISER PIPE

ON END LINE RISER PROVIDE A

1" THREADED TEE COUPLING & CAP

6" FROM TOP OF POST FOR FLUSHING

1" X 10" STAINLESS STEEL STRAPS

FASTEN TO POST

WITH SCREWS

3 REQ’D PER POST

INSTALL 1" THREADED S.S. BALL VALVE

TREATED 4 X 4 POST

LENGTH AS NEEDED

SEAL TOP OF TRENCH WITH

8" OF TOPSOIL

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WWWW6"W

2.5 10

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DM-1

5’

EXISTING 6" WATER MAIN

TO BE ABANDONED

CONTRACTOR TO CUT OFF

END AND SEAL WITH

NON-SHRINK GROUT

WWWWWWWWSSSSSS

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FILE NO.

EXISTING 2" FILL LINE FROM WELL

TO BE ABANDONED

CONTRACTOR TO CUT OFF END AND SEAL WITH

NON-SHRINK GROUT

EXISTING 22’ DIA.TANK

REMOVE TANK AND SLAB

FOUNDATION

SEE NOTE 1

EXISTING BUILDING

TO BE REMOVED

SEE NOTE 2

NOTE 2:

CONTRACTOR TO DEMOLISH EXISTING CONTROL BUILDING

WORK CONSISTS OF:

REMOVAL PUMPS, PIPING, AND PRESSURE TANKS

REMOVAL OF ALL ELECTRICAL PANELS, WIRING, FIXTURES AND CONDUITS.

REMOVAL OF WOOD FRAME STRUCTURE, DOORS, AND SHINGLES.

REMOVAL OF CONCRETE FLOOR SLAB WITH GRADE BEAM AROUND PERIMETER

REMOVAL OF SUBGRADE INSULATION, AND SAND BASE.

CONTRACTOR TO PROVIDE CLEAN FILL FOR VOID LEFT FROM

SLAB AND BASE MATERIAL.

TOPSOIL, SEED, FERT., AND MULCH DISTURBED AREA PER SPECIFICATIONS

NOTE 1:

CONTRACTOR TO REMOVE TANK AND FOUNDATION

DEMOLITION OF TANK CONSISTS OF :

REMOVAL OF LADDERS, PIPING, FLOATS, AND CONDUITS.

REMOVAL OF 22’ DIAMETER STEEL TOP COVER

REMOVAL OF 22’ DIAMETER STEEL TANK 16’ HIGH

REMOVAL OF CONCRETE SLAB AND FOUNDATION DOWN TO

2’ BELOW EXISTING GRADE

REMOVAL OF 3’ GRAVEL SLAB BASE MATERIAL

CONTRACTOR TO PROVIDE CLEAN FILL FOR THE VOID

LEFT FROM REMOVAL OF GRAVEL SLAB BASE

TOPSOIL, SEED, FERT., AND MULCH DISTURBED AREA PER SPECIFICATIONS

5 10 20

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1-4" PE TEE WITH CONCRETE BLOCKING

EXISTING 6" W.M.

TO BE REPLACED WITH

4" PE LINE. SEE PLAN

AND PROFILE SHEETS

FOR WATER MAIN LAYOUT

EXISTING LIGHT POLE TO BE REMOVED

REINSTALL NEXT TO NEW BUILDING

AFTER CONSTRUCTION

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RESERVOIR

OVERFLOW & DRAIN LOCATION

WELL HOUSE

INSTALL 1" COPPER WATER SERVICE

TO NEW WATER RISER WITH CURB STOP

5’ 5’

1-4" VALVE AND BOX

1-4" VALVE AND BOX

10 LF - 4" PE WATER LINE

CONNECT TO 4" D.I. STUB OUT

5’ FROM WELL BUILDING

CONTRACTOR TO VERIFY ELECTRICAL

SERVICE WITH UTILITY COMPANY

PRIOR TO DEMO OR NEW CONSTRUCTION

20 LF OF CRUSHED GRANITE WALKWAY, 4’ WIDE

SSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWEEE

EEEEEE

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FILE NO.

RIPRAP DISCHARGE APRON

NTS

3" CLEAN BREAKER RUN STONE

NON-WOVEN TYPE R GEOTEXTILE FABRIC

SPLASH PAD FROM BUILDING

15’

PRE-CAST CONCRETE BUILDINGS

SEE WELLHOUSE BUILDING PLAN

SHEET FOR DETAILS.

FF EL = 1289.00

APPROXIMATE EDGE OF WOODED AREA

GRADE ARE TO DRAIN

INSTALL RIPRAP PER

THE RIPRAP DISCHARGE

APRON DETAIL ON THIS SHEET

INSTALL 5’ WIDE

EXISTING 2" W.M.

TO BE ABANDONED

NOTE 1: