W912P621B0006 475638 Crossroads Lift Station Rehabilitation Lake Station IN RTA Plans 19 Aug 2021.pdf

PDF 10 MB Posted Aug 20, 2021

Attached to: LAKE STATION CROSSROADS LIFT STATION REPLACEMENT - SECTION 219, LAKE STATION, LAKE COUNTY, INDIANA (USACE ACQUISITION)
Solicitation number: W912P621B0006
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

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Written by GovTribe AI · Dec 27, 2023

This notice solicits bids for the Lake Station Crossroads Lift Station Replacement project in Lake Station, Indiana. The United States Army Corps of Engineers - Chicago District will replace the existing lift station with a new 1,600 gallon per minute Crossroads Lift Station at least two feet above the 100-year flood elevation. The contractor will also provide and install a new electrical building, electrical and control panels, and emergency generator. The solicitation is reserved exclusively for small businesses with a North American Industry Classification System code of 237110 and size standard of $39.5 million. Bids are due by September 21, 2021. Registration in the System for Award Management is required to bid. The estimated construction cost is between $1,000,000 and $5,000,000.

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Other files

File	Type	Posted
AMENDMENT NO 0001 W912P621B0006 LAKE STATION LIFT STATION REPLACEMENT.pdf	PDF	Sep 14, 2021
ATTENDANCE SHEET PREBID MEETING FOR IFB NO W912P621B0006 LAKE STATION LIFT STATION REPLACEMT.pdf	PDF	Sep 14, 2021
W912P620B0006_475638_Crossroads_Lift_Station_Rehabilitation_Lake_Station_IN_RTA_SPECS_19-Aug-21.pdf	PDF	Aug 23, 2021
RELEASED IFB W912P621B0006 LAKE STATION CROSSROADS LIFT STATION.pdf	PDF	Aug 20, 2021

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SOLICITATION NO.:

CERTIFIED FINAL DOCUMENTS:

AS-AWARDED CERTIFIED FINAL:

ISSUE DATE:

CHICAGO DISTRICT

NORTHEAST END SEWER REROUTE, PHASE 2

CROSSROADS LIFT STATION REPLACEMENT

LAKE STATION, INDIANA

XXX

W912P621B0006 8-19-2021

8-19-2021

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US Army Corps of Engineers

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FINAL DESIGNPLOT SCALE: 1:3.5602087 EDIT DATE: 2/9/21 - 12:20 PM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\G-001 - TITLE SHEET.DWG

STATE OF

11500233

D R

N M

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G-001

US Army Corps of Engineers ®

9025 RIVER ROAD, SUITE 200

INDIANAPOLIS, IN 46240

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

SHEET INDEX

SHEET SHEET TITLE

NUMBER REFERENCE

1 G-001 LOCATION MAP AND SHEET INDEX

2 G-002 LEGEND, ABBREVIATIONS AND GENERAL NOTES

3 G-003 REAL ESTATE DRAWING

4 V-001 SURVEY CONTROL AND BENCHMARK DATA

5 C-100 SITE PLAN - OVERALL

6 C-101 SITE / GRADING PLAN - LIFT STATION

7 C-102 PLAN AND PROFILE - SANITARY SYSTEM - LINE "F1"

8 C-103 PLAN AND PROFILE - SANITARY SYSTEM - LINE "F1"

9 C-400 LIFT STATION DETAILS

10 C-401 LIFT STATION DETAILS

11 C-500 STANDARD DETAILS

12 C-501 STANDARD DETAILS

13 C-502 EROSION CONTROL DETAILS

14 C-600 PRECAST BUILDING ELEVATION DETAILS

15 C-601 PRECAST BUILDING PLAN DETAILS

16 C-602 PRECAST BUILDING DETAILS

17 E-100 ELECTRICAL SITE PLAN

18 E-101 ELECTRICAL BUILDING PLAN

19 E-102 ELECTRICAL ONE-LINE DIAGRAM

20 E-103 PANELBOARD AND PTAC EQUIPMENT SCHEDULE

21 E-104 ELECTRICAL DETAILS

LOCATION MAP

(1"=500')

PROJECT

LOCATION

R U

. J

I-94

21ST AVENUE

U N

S T.

21ST AVENUE

./U

22ND AVENUE

MARQUETTE ROAD

S T.

20TH PLACE

20TH AVE.

20TH COURT

18TH AVENUE

G S

S T.

O S

N S

MICHIGAN AVE.

22ND AVENUE

N N

C R

O N

D B

C O

N O

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

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FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 11:46 AM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\G-002 - GEN-NOTES.DWG

STATE OF

11500233

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GENERAL NOTESABBREVIATIONSLEGEND

A/C AIR CONDITIONING

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECT

ARV AIR RELEASE VALVE

ASPH ASPHALT

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AUTO AUTOMATIC

BB BUFFALO BOX

BDRY BOUNDARY

BFV BUTTERFLY VALVE

BLDG BUILDING

BM BENCHMARK

CB CATCH BASIN

CI CURB INLET

CIP CAST-IN-PLACE

CIPP CURED-IN-PLACE PIPE

CLR CLEARANCE

CMP CORRUGATED METAL PIPE

CPP CORRUGATED PLASTIC PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CPT CONTROL POINT

C TO C CENTER TO CENTER

CU FT CUBIC FEET

CU YD CUBIC YARDS

DAT DATUM

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIMJ DUCTILE IRON MECHANICAL JOINT

DIRJ DUCTILE IRON RESTRAINED JOINT

DS DOWNSPOUT

DWG DRAWING

E EAST

E ELECTRIC

EL ELEVATION

ELEV ELEVATION

EA EACH

ELEC ELECTRIC

EQ EQUAL

EQUIP EQUIPMENT

EX EXISTING

EXIST EXISTING

FD FLOOR DRAIN

FH FIRE HYDRANT

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FLEX FLEXIBLE

FT FOOT (FEET)

FTG FOOTING

G GAS

GAL GALLON(S)

GALV GALVANIZED

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GV GAS VALVE

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

HORIZ HORIZONTAL

HP HORSE POWER

HPT HIGH POINT

HT HEIGHT

HVAC HEATING, VENTILATING AND AIR CONDITIONING

ID INSIDE DIAMETER

IN INCH

INV INVERT

LF LINEAR FEET

LPT LOW POINT

MATL MATERIAL

MECH MECHANICAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MOD MODIFIED

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

P POLE

PP POWER POLE

PED PEDESTAL

PERF PERFORATED

PI POINT OF INTERSECTION

PL PLATE

PL PROPERTY LINE

PPM PARTS PER MILLION

PREFAB PREFABRICATED

PRKG PARKING

PROJ PROJECT

PSI POUNDS PER SQUARE INCH

PT POINT

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RADIUS

RAS RETURN ACTIVATED SLUDGE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REQD REQUIRED

REV REVISION

ROW RIGHT OF WAY

R/W RIGHT OF WAY

S SOUTH

SCHD SCHEDULE

SD STORM DRAIN

SEC SECTION

SPEC SPECIFICATION

SS STAINLESS STEEL

STA STATION

STD STANDARD

STRUCT STRUCTURAL

SYS SYSTEM

TAN TANGENT

TBA TO BE ABANDONED THIS CONTRACT

TBM TEMPORARY BENCHMARK

TEL TELEPHONE

TEMP TEMPORARY

TH TELEPHONE HANDHOLE

THK THICK(NESS)

TOB TOP OF BANK

TOPO TOPOGRAPHY

TOS TOE OF SLOPE

TOW TOP OF WALL

TR TOP OF RIM

TP TRAFFIC POLE

TV TELEVISION

TYP TYPICAL

UTIL UTILITY

VERT VERTICAL

VOL VOLUME

W WATER

W WEST

W WIDE (WIDTH)

WAS WASTE ACTIVATED SLUDGE

W/ WITH

W/O WITHOUT

WS WATERSTOP

WT WEIGHT

WV WATER VALVE

YD YARD

1. THE FOLLOWING GENERAL NOTES ARE APPLICABLE TO THE ENTIRE SET OF

PLANS AND ARE NOT SHOWN ON EACH INDIVIDUAL SHEET. THE

CONTRACTOR IS RESPONSIBLE FOR APPLYING THESE NOTES THROUGHOUT

THE ENTIRE PROJECT.

2. CAUTION !! - THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES

SHOWN ON THESE PLANS ARE BASED UPON ABOVE GROUND EVIDENCE

(INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS

MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE.

THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH

THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND

EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING

UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR

TO ANY AND ALL CONSTRUCTION. - CALL TOLL FREE 1(800)382-5544 INDIANA

UNDERGROUND.

3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS FOR THIS PROJECT. ADDITIONS, DELETIONS, AND/OR

REVISIONS TO THE FACILITIES SHALL NOT BE MADE WITHOUT PRIOR

APPROVAL BY THE ENGINEER. THE CONTRACTOR SHALL KEEP AND

MAINTAIN IN GOOD CONDITION A COMPLETE SET OF THE PROJECT PLANS

AND SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.

4. COMPLY WITH ALL LOCAL, STATE, AND FEDERAL CODES, ORDINANCES,

RULES, REGULATIONS, ORDERS, AND OTHER LEGAL REQUIREMENTS OF

MUNICIPAL AUTHORITIES WHICH BEAR ON THE PERFORMANCE OF THE

WORK.

5. IN THE EVENT THAT THE CONTRACTOR DISCOVERS A DISCREPANCY ON THE

CONSTRUCTION PLANS OR A POTENTIAL UTILITY CONFLICT, HE SHALL

CONTACT THE ENGINEER IMMEDIATELY FOR CLARIFICATION PRIOR TO

PROCEEDING WITH CONSTRUCTION OF THE PORTION IN QUESTION.

6. CONSTRUCTION SHALL NOT COMMENCE UNTIL ALL NECESSARY PERMITS

HAVE BEEN OBTAINED.

7. ALL EXISTING UTILITIES SHOWN IN PROFILE ARE SHOWN AT THEIR ASSUMED

ELEVATIONS. FIELD VERIFY PRIOR TO CONSTRUCTION.

8. PROTECT POWER POLES AND/OR OTHER UTILITIES FROM DAMAGE IN A

MANNER APPROVED BY THE UTILITY COMPANIES AND THE ENGINEER.

9. REMOVAL OF EXISTING CONCRETE AND ASPHALT PAVEMENT SHALL INCLUDE

ALL AGGREGATE BASE AND SUB-GRADE MATERIALS. SAW-CUT ALL EXISTING

PAVED AREAS. ALL CUTS SHALL BE CLEAN, NEAT, AND TRUE TO LINE. ALL

CONCRETE AND ASPHALT PAVEMENT MATERIAL TO BE DEMOLISHED SHALL

BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.

10. ALL DISTURBED AREAS INCLUDING, BUT NOT LIMITED TO, STREETS, DRIVES,

WALKS, LAWNS, ETC. SHALL BE RESTORED TO ORIGINAL OR BETTER

CONDITION. ALL CULVERTS, STORM PIPES, AND APPURTENANCES SHALL BE

REPLACED AS SPECIFIED BY THE CONTRACT DOCUMENTS OR IF DAMAGED

DURING CONSTRUCTION WITH SAME MATERIAL AND SIZE AS EXISTING.

CULVERT SIZE SHALL NOT BE SMALLER THAN 12 INCHES. SWALES, DITCHES,

ETC. SHALL BE REGRADED TO PROVIDE POSITIVE DRAINAGE.

11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT,

GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR

PRIVATE STREETS, PARKING LOTS, OR WALKS. THIS MATERIAL REMOVAL OR

SWEEPING OF THE STREETS SHALL BE DONE AS FREQUENTLY AS

NECESSARY TO MAINTAIN CLEAN STREETS. THE CONTRACTOR MUST ALSO

KEEP AIRBORNE DIRT AND DUST TO A MINIMUM BY USING WATER OR OTHER

METHODS AS NECESSARY.

12. WORK SHALL BE STAGED WITHIN RIGHTS-OF-WAY, EASEMENTS, OR

PROPERTY OWNED BY THE CITY OF LAKE STATION. VERIFY CITY OWNED

PROPERTIES ARE VACANT AND AVAILABLE PRIOR TO OCCUPYING OR

STAGING WORK.

13. COORDINATE WITH THE LOCAL UTILITY FOR ALL UTILITY RELOCATION

REQUIREMENTS.

14. PROVIDE BYPASS PUMPING AS NEEDED FOR CONSTRUCTION.

15. TAKE PRECAUTIONS AS OUTLINED IN EM385 1-1 REGARDING WORKING NEAR

THE POWER LINES.

SAN SAN

W W W W

COMM COMM

E E E E

G G G

SD SD

OTR

CATV

TREE, DECIDUOUS

TREE, EVERGREEN

SHRUB

FLAG POLE

SOIL BORING LOCATION

MAILBOX

STREET SIGN

GUARD POST

MONITORING WELL

WATER METER

FIRE PLUG

WATER VALVE

GAS VALVE

GAS MARKER

GUY POLE

ELECTRIC JUNCTION BOX

ELECTRIC HANDHOLE

COMBINATION POLE

AIR CONDITIONER UNIT

LIGHT POLE

GROUND LIGHT

TRANSFORMER

TELEPHONE POLE

TELEPHONE BOX

TELEPHONE MANHOLE

TELEPHONE PEDESTAL

TELEPHONE CROSS BOX

TELEPHONE MARKER

TELEPHONE HANDHOLE

TRAFFIC EQUIPMENT

TRAFFIC POLE

SANITARY MANHOLE

DRAINAGE MANHOLE

DRAINAGE INLET

DRAINAGE CURB INLET

DOWN SPOUT

GAS METER

TRAFFIC DETECTOR HOUSING

CONTOUR MINOR

TELECOMMUNICATIONS

SANITARY

WATER MAIN

CONTOUR MAJOR

ELECTRIC

GAS

DRAINAGE

OVERHEAD TRAFFIC

RIGHT-OF-WAY

PROPERTY LINE

CABLE TV

FIRE HYDRANT

TEMPORARY BENCHMARK

CONTROL POINT

HOSE BIBB

BUFFALO BOX

CLEAN OUT

TRAFFIC MANHOLE

YARD LIGHT

POWER POLE

ELECTRIC METER BOX

WATER MANHOLE

STAND PIPE

SPIGOT

STUMP

P/E P/E PERMANENT EASEMENT LINE

VENT

RIGHT OF WAY MONUMENT

C/E C/E TEMPORARY CONSTRUCTION EASEMENT LINE

SANSANSANSANSANSANSANSANSANSAN

P/E P/E P/E

SAN

C /E

C/E C/E

P/E P/E P/E P/E

P/E P/E

P/E

30"

24"

X X

XXXXXXXXXXXX

XXX

TBM

SAN

CPT #601

FM FM FM FMFM

FM FM FM FM FM FM

FM FM FM FMFM

FM FM FM FM FM FM

N:2307823.35 E:2908867.11

N:2307853.65 E:2908974.59

N:2307619.01 E:2908924.73

N:2307577.21 E:2908897.30

N:2307547.90 E:2908941.97

N:2307588.86 E:2908970.68

N:2307565.58 E:2909006.17

N:2307723.73 E:2909011.22

N:2307703.76 E:2909041.65

N:2307974.20 E:2909202.06

N:2307953.78 E:2909236.46

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FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 7:18 AM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\G-003 - REAL ESTATE.DWG

STATE OF

11500233

D R

G-003

A1 REAL ESTATE DRAWING

SCALE: 1"=20'

NOTE:

ALL WORK SHALL BE PERFORMED IN

EXISTING RIGHT OF WAY OR EASEMENTS

ACCESS ROAD

20' 40'0

LIMITS OF CONSTRUCTION

AREA = 0.9352 ACRES

OAK TREE FARM, LLC

TRUSTEE'S DEED

INST #2011018205

PARCEL NO. 45-09-08-300-005.000-021

CFJ PROPERTIES

WARRANTY DEED

INST #98083350

PARCEL NO. 45-09-08-426-001.000-021

CONSTRUCTION LAYDOWN AND

TRAILER LOCATION EASEMENT

AREA = 0.0622 ACRES

APP. P.L.

EX. R/W

APP. P.L.

STATE OF INDIANA

BOOK 1127, PAGE 129-130

CITY OF LAKE STATION

ON BEHALF OF LAKE STATION

SANITARY DISTRICT

INST #2013017952

CITY OF

LAKE STATION

CITY OF

LAKE STATION

CITY OF

LAKE STATION

PARCEL NO. 45-09-08-476-001.000-021

APP. P.L.

APP. P.L. APP. P.L.APP. P.L.

APP. P.L.

EX. R/W

PARCEL NO'S:

45-09-08-426-020.000-021 45-09-08-426-015.000-021 45-089-08-426-009.000-021 45-09-09-301-007.000-21

DITCH

SHEET KEYNOTES

1. FLOW METER VAULT

2. 10'Ø WET WELL

3. 8'x10' VALVE VAULT

4. COMBINATION SEWAGE AIR RELEASE VALVE STRUCTURE

5. 6' HIGH CHAIN-LINK FENCE WITH BARBED WIRE

6. 20' DOUBLE SWING GATE WITH BARBED WIRE

7. 12' WIDE ASPHALT ACCESS DRIVE

8. 15" PVC SDR26 SANITARY SEWER @ 0.20% SLOPE (SEPARATE CONTRACT)

9. 18" PVC SDR26 SANITARY SEWER @ 0.20% SLOPE

10. 10" D.I. FORCE MAIN

11. 48" SANITARY MANHOLE

12. 84" SANITARY MANHOLE (SEPARATE CONTRACT)

13. BUILDING (PAD ELEV. 596.30)

14. PROPANE TANK (PAD ELEV. 596.30) (SEPARATE CONTRACT)

15. GENERATOR (PAD ELEV. 596.30) (SEPARATE CONTRACT)

16. SEE DETAIL SHEET FOR GRAVITY SEWER/FORCE MAIN CONNECTION TO

EXISTING MANHOLE

17. DEMOLITION NOTES: (SEPARATE CONTRACT)

LIFT STATION ABANDONMENT SHALL CONSIST OF:

· REMOVE PUMPS AND MECHANICAL/ELECTRICAL EQUIPMENT

· REMOVE FENCING

· REMOVE STONE PAVING

· REMOVE FLOW METER STRUCTURE

· REMOVE THE TOP 5' OF THE LIFT STATION STRUCTURE

· FILL REMAINING BURIED LIFT STATION STRUCTURE WITH SAND TO TOP OF

STRUCTURE. REMAINING FILL ABOVE STRUCTURE SHALL BE GENERAL FILL,

8" OF TOP SOIL AND SEEDED.

· RETURN THE FOLLOWING ITEMS TO OWNER: PUMP MOTORS, CHECK

VALVES AND LEVEL CONTROLLER

· CONTRACTOR SHALL COORDINATE WITH OWNER FOR REMOVAL OF

PROPANE TANK.

18. STONE PAVING

18A. STONE PAVEMENT (SEPARATE CONTRACT)

19. LOCATION OF 48" MANHOLE IS APPROXIMATE. CONTRACTOR SHALL VERIFY

EXISTING 8" SEWER LOCATION AND DEPTH PRIOR TO CONSTRUCTION AND

PROVIDE INFORMATION TO ENGINEER.

20. CONTRACTOR SHALL ABANDON EXISTING MANHOLE BY REMOVING TOP 5' OF

STRUCTURE AND FILLING WITH SAND.

21. PAD MOUNTED UTILITY TRANSFORMER (SEE ELECTRICAL SITE PLAN)

TBM 1

CPT 601

TBM 60

N N

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AS-AWARDED SETPLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 11:50 AM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\V-001 - SRV-CTRL.DWG

STATE OF

11500233

U E

C H

K D

C O

O L

V-001

CPT XXX

CALLOUTS

BENCH INFORMATION (NAVD 1988 DATUM)

CONTROL POINT NUMBER

TEMPORARY BENCHMARK NUMBER

BENCHMARK ELEVATIONS WERE ESTABLISHED FROM GPS OBSERVATIONS ON

THE IDENTIFIED BASE STATION DESCRIBED WITHIN. AN NGS OPUS SOLUTION

(FILE #52040481) WAS OBTAINED AND USED TO CONTROL THE PROJECT'S

VERTICAL DATUM. THE ELEVATIONS WERE THEN TRANSFERRED TO THE SITE

USING DIFFERENTIAL LEVELING.

TBM #1

RAILROAD SPIKE IN THE SOUTHEAST SIDE OF COMBINATION POLE #860, 5'±

NORTHWEST SIDE OF DRIVE, 90'± NORTH OF LIFT STATION.

ELEV:596.04

TBM #60

MAG SPIKE IN NORTHEAST FACE OF COMBINATION POLE 341/556, 1' UP, 250'±

SOUTHWEST OF EXISTING LIFT STATION, WEST SIDE OF ACCESS ROAD

ELEV:594.05

600'0 300'

CONTROL POINT DATA

PROJECT

LOCATION

R U

. J

I-94

21ST AVENUE

O E

U N

S T.

21ST AVENUE

./U

22ND AVENUE

SCHNEIDER ST.

MARQUETTE ROAD

PARKSIDE AVE.

S T.

20TH PLACE

20TH AVE.

TBM XXX

MAG NAIL #601

N:2307793.2408 / E:2909091.7836

Rebar Set sto ne d riv e

NW chainlink fence corner post of lift station;59.82' lift st at ion

SE chainlink fence corner post of lift station;31.50'

SW chainlink fence corner post of lift station;22.70'

Mag Nail in west face utility pole 341/557;2' up 44.02'

P/E P/E P/E

SAN

C /E

C/E C/E

P/E P/E

P/E

24"

XXXXXX

X X

XXX

E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E

TBM

SAN

SANSANSANSANSAN

597597

588589 590591 592593

594 59

587588

588589

59159259359

CPT #601

E E E E E

592 591

FM FM FM

FM FM FM FM FMFM

FM FM FM

FM FM FM FM FM

SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF

SF SF

A1 SITE PLAN - OVERALL

SCALE: 1"=20'

D R

C-100

N N

C R

O N

D B

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D R

B Y:

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SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

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S, IN

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FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 2:12 PM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\C-100-SP.DWG

STATE OF

11500233

OAK TREE FARM, LLC

TRUSTEE'S DEED

INST #2011018205

CFJ PROPERTIES

WARRANTY DEED

INST #98083350

20' 40'0

App. P .L.

APP. P.L.

(stone over asphalt)(stone over asphalt)

(farm fence)

(stone) (woods) gate gate

(farm fence)

(chainlink fence)

(access door) propane tank

(brush)

183 Sq Ft pump house

ex. 10" force main (assumed location)

EX. R/W

ACCESS ROAD

(woods)

(field)

8" di exist sanitary mh tr:594.41 inv(ne):579.33

10" pvc

8" pvc

8" p vc

8" pvc

8" pvc10" di

10" di

6" fm

ex. 6" force main (assumed location)

DITCH

100 YEAR

FLOOD PLAIN

EL. 596.0

EX. R/W

APP. P.L.

STATE OF INDIANA

BOOK 1127, PAGE 129-130

CITY OF LAKE STATION ON

BEHALF OF LAKE STATION

SANITARY DISTRICT

INST #2013017952

CITY OF LAKE STATION

CITY OF

LAKE STATION

CITY OF

LAKE STATION

1. SEE LIFT STATION ENLARGED SITE PLAN SHEET FOR MORE INFORMATION.

2. SEE LIFT STATION PLAN AND SECTION SHEET FOR MORE INFORMATION.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. FLOW METER VAULT

2. 10'Ø WET WELL

3. 8'x10' VALVE VAULT

4. COMBINATION SEWAGE AIR RELEASE VALVE STRUCTURE

5. 6' HIGH CHAIN-LINK FENCE WITH BARBED WIRE (BID OPTION)

6. 20' DOUBLE SWING GATE WITH BARBED WIRE (BID OPTION)

7. 12' WIDE ASPHALT ACCESS DRIVE (BID OPTION)

8. 15" PVC SDR26 SANITARY SEWER @ 0.20% SLOPE (SEPARATE CONTRACT)

9. 18" PVC SDR26 SANITARY SEWER @ 0.20% SLOPE

9A. ______ (BID OPTION)

10. 10" D.I. FORCE MAIN

11. 48" SANITARY MANHOLE

11A. _____ (BID OPTION)

12. 84" SANITARY MANHOLE (SEPARATE CONTRACT)

13. BUILDING (PAD ELEV. 596.30)

14. PROPANE TANK (PAD ELEV. 596.30) (SEPARATE CONTRACT)

15. GENERATOR (PAD ELEV. 596.30) (SEPARATE CONTRACT)

16. SEE DETAIL SHEET FOR GRAVITY SEWER/FORCE MAIN CONNECTION TO

EXISTING MANHOLE

18. STONE PAVING

19. CONTRACTOR SHALL VERIFY EXISTING 8" SEWER LOCATION AND DEPTH

PRIOR TO CONSTRUCTION AND PROVIDE INFORMATION TO ENGINEER.

20. PAD MOUNTED UTILITY TRANSFORMER (SEE ELECTRICAL SITE PLAN)4

SILT FENCE

TEMPORARY

CONSTRUCTION

EASEMENT

exist sanitary mh tr:593.05 inv(sw):585.94 top of force main inv(ne):585.94 top of force main inv:584.91 bottom of structure direction only 8" di exist sanitary mh tr:593.04 inv(sw):579.19 inv(se):579.26± hard to inv ladder blocks access inv(nw):585.90 (abandoned) inv(nw):579.46 (abandoned) inv(ne):579.59 inv(ne):584.54 exist sanitary mh tr:592.30 inv(nw):578.70 inv(s):587.30 invert at elbow

(SEE NOTE 20)

direction only Stub??

direction only 8" pvc

SILT FENCE

P/E P/E P/E P/E P/E P/E P/E

SAN

X X X

C/E C/E

P/E P/E P/E P/E P/E P/E P/E P/EP/E

P/E

P/E P/E

P/E

(stone over asphalt)

(brush)

E E E E E E E E E E E E E E E E E E E E E E E E E E E E

TBM

E E E E E E

(field)

FM FM FM FM FM

FM FM FM

FM FM FM FM FM

FM FM FM

OAK TREE FARM, LLC

TRUSTEE'S DEED

INST #2011018205

FENCE POST

N:2307789.25 E:2908978.20

FENCE POST

N:2307773.52 E:2908922.42

FENCE POST

N:2307643.88 E:2908958.97

FENCE POST

N:2307653.31 E:2908992.40

FENCE POST

N:2307659.04 E:2908995.88

FENCE POST

N:2307676.13 E:2909006.27

FENCE POST

N:2307680.44 E:2909008.88

ASPHALT

N:2307783.08 E:2908974.75

ELEV: 596.1

ASPHALT

N:2307749.15 E:2908935.48

ELEV: 596.3

2 59

10" D.I.R.J. TAPPING

SLEEVE AND VALVE

(RESTRAIN A MINIMUM OF

32' ALONG EXISTING FORCE

MAIN EACH WAY OF CONNECTION)

6" 45° D.I.R.J. BEND

w/ END CAP

12"x10" D.I.R.J. REDUCER

12" PLUG VALVE

10"x10"x10" D.I.R.J. TEE

10" 45° D.I.R.J. BEND

10" D.I.R.J. PLUG VALVE

STR. NO. S101

48" SANITARY MANHOLE

WITH WATERTIGHT CASTING

N:2307657.71 E:2909003.86

STR. NO. S102

48" SANITARY DROP MANHOLE

N:2307647.36 E:2909019.81

STR. NO. S100

48" SANITARY MANHOLE

N:2307729.80 E:2908983.54

FLOW METER VAULT

COMBINATION SEWAGE

AIR RELEASE VALVE

STRUCTURE

A1 SITE PLAN - LIFT STATION

SCALE: 1"=10'

G R

G P

C-101

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-2

N O

E N

D S

O U

, P

N C

R O

O N

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STATE OF

11500233

'x1

BUILD

PAD E

V: 5

.3 8'x

VALV

E V

AULT

' Ø

ET W

ELL

10" D.I. FORCE MAIN

1. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AWAY

FROM SITE.

2. GRADE AREA OUTSIDE OF PAVED AREAS AS NECESSARY TO MATCH EXISTING

GRADE NOT EXCEEDING 3:1 SLOPE.

3. FINISHED GRADE BETWEEN PAVED AND STONED AREA SHALL NOT EXCEED 2",

WITH PAVED AREA BEING HIGHER.

GENERAL SHEET NOTES

59'-11"

6'-

35'-0"

12'-0"

57'-11"

36'-2"

4'-

ASPHALT

STO

EX. R/W

5'-0"

5'x14'

PROPANE TANK

PAD ELEV: 596.3

'-0

1'- 0"

1'-0"

4'-

1'- 0"

12'-0"

5'- 0"

1'-0"

3'-

1'-0"

34'-9"

100 YEAR

FLOOD PLAIN

EL. 596.0

5'x14'

GENERATOR PAD

ELEV: 596.3

5'- 0"

'-0

5'- 0"

'-0

20' WIDE DOUBLE SWING

GATE WITH BARBED WIRE

" S

ANITA

RY S

HAIN

-LI

NCE W

ITH

BARBED W

EDGE O

F S

R15'

R50'

R5'

R 5'

'-0

10' 20'0

PAD MOUNTED

UTILITY

TRANSFORMER

(SEE ELECTRICAL

SITE PLAN)

SHEET KEYNOTES

1. PART OF SEPARATE FUTURE CONTRACT

(stone over asphalt)

(woods)

(brush)

(field)

(woods)

10" di10" di

6" fm 6" fm

A1 PROFILE STA. 10+00 TO STA. 14+00

SCALE: HOROIZONTAL 1"=20', VERTICAL 1"=5' 20' 40'0 0 5' 10'

N E

"F 1"

A N

D P

R O

C-102

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-2

N O

E N

D S

O U

, P

N C

R O

O N

FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 2:18 PM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\C-102 - SSWR-PP.DWG

STATE OF

11500233

App . P

.L.

15" PVC SDR 26 @ 0.20%

(SEPARATE CONTRACT)

EX. R/W

ACCESS ROAD

1. ALL FORCE MAIN SHALL BE DUCTILE IRON RESTRAINED JOINT

(D.I.R.J.)

2. MANHOLE STRUCTURES S103, S102, S101, S100 AND WET WELL

SHALL INCLUDE :

· A CORROSION INHIBITOR ANTIMICROBIAL "CONSHIELD" ADDITIVE

PER MANUFACTURER RECOMMENDATIONS.

· THE ADDITIVE SHALL BE USED BY FACTORY CERTIFIED PRECAST

CONCRETE PLANTS.

· THE ANTIBACTERIAL ADDITIVE SHALL HAVE SUCCESSFULLY

DEMONSTRATED PREVENTION OF MIC IN SANITARY SEWERS FOR

TEN OR MORE YEARS.

· THE NAME OF THE ANTIMICROBIAL ADDITIVE SHALL BE PLAINLY

STENCILED ON THE EXTERIOR AND INTERIOR OF EACH PIECE.

· THE CONTRACTOR SHALL SPRAY CS IDENTIFIER™, GREEN

COLORED SEALER, ONTO THE INTERIOR SURFACE AFTER

INSTALLING.

· FIELD REPAIRS TO THE PRECAST CONCRETE SHALL BE MADE

USING CONMICSHIELD® JOINT SET GROUT PRE-PORTIONED AND

FACTORY PACKAGED THAT REQUIRES THE ADDITION OF NO OTHER

COMPONENTS

3. ALL MANHOLE CASTINGS AT OR BELOW ELEVATION 596.00

SHALL HAVE BOLT DOWN WATERTIGHT CASTINGS.

GENERAL SHEET NOTES

20' 40'0

D1 PLAN STA. 10+00 TO STA. 14+25

SCALE: 1"=20'

P/E P/E P/E

C /E

C/E C/E

P/E P/E P/E P/E

P/E P/E

P/E

E E E E E E E E E E E E E E E E E

588589 590591 592593

594 59

E E E E E E E E

590590

FM FM FM FMFM

FM FM FM FM

FM FM FM FMFM

FM FM FM FM

COMBINATION SEWAGE

AIR RELEASE VALVE

STRUCTURE

N: 2307707.98 E: 2908950.98

10"x10"x10" D.I.R.J. TEE N: 2307622.89 E: 2908977.43

(BID OPTION)

12" PLUG VALVE

N: 2307619.28 E: 2908974.96

10' WET WELL

N: 2307723.85 E: 2908962.44

8'x10' VALVE VAULT N: 2307719.96 E: 2908948.65

(BID OPTION)

10" D.I.R.J. TAPPING

SLEEVE AND VALVE

(RESTRAIN A MINIMUM OF

32' ALONG EXISTING FORCE

MAIN EACH WAY OF CONNECTION)

N: 2307604.41 E: 2909004.42

12"x10" D.I.R.J. REDUCER N: 2307620.99 E: 2908976.13

10" 45° D.I.R.J. BEND

N: 2307624.96 E: 2908974.39

(BID OPTION)

6" 45° D.I.R.J. BEND

w/ END CAP N: 2307639.97 E: 2909031.21

10" D.I.R.J. PLUG VALVE

N: 2307693.54 E: 2908955.06

5 59

FLOW METER VAULT

N: 2307698.83 E: 2908953.56

STR. NO. S100

48" SANITARY MANHOLE

N:2307729.80 E:2908983.54

STR. NO. S101

48" SANITARY MANHOLE

WITH WATERTIGHT CASTING

N:2307657.71 E:2909003.86

(BID OPTION)

STR. NO. S102 (SEE NOTE 2)

48" SANITARY DROP MANHOLE

N:2307647.36 E:2909019.81

13+00 14+00

" D .I.

R .J

. T

N E)

N W

):5

. N O

. S

19 LF OF 18" SDR 26 PVC

SANITARY SEWER @ 0.20%

136 LF OF 10" D.I.R.J. FORCE MAIN

5' -0

EXISTING GROUND

75 LF OF 18" SDR 26 PVC

SANITARY SEWER @ 0.20%

22 LF OF 18" SDR 26 PVC

SANITARY SEWER @ 0.20%

" D

.I.

.J . T

N G

N D

A M

U M

O F

' A

G E

F O

R C

E M

H W

F C

O N

S) :5

V( W

):5

. N O

. S

N ):5

):5

. N O

. S

' W

8' x1

0' V

" 4 5°

D .I.

R .J

. B

" D .I.

R .J

. P

G V

PROPOSED

GRADE

DEPTH OF EXISTING FORCE MAIN

HAS NOT BEEN VERIFIED

W M

O M

N S

R R

U C

(SEPARATE CONTRACT)

145 LF OF 15" SDR 26 PVC SANITARY SEWER @ 0.20%

INV. 577.56

(stone over asphalt)

(stone) (woods) gate gate

(chainlink fence)

(access door) propane tank

(brush) (brush)

183 Sq Ft pump house8" di exist sanitary mh tr:594.41 inv(ne):579.33

15" pvc

8" pvc direction only stub?

8" pvc

10" di

6" fm

A1 PROFILE STA. 10+00 TO STA. 14+25

SCALE: HOROIZONTAL 1"=20', VERTICAL 1"=5' 20' 40'0 0 5' 10'

N E

"F 1"

A N

D P

R O

C-103

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-2

N O

E N

D S

O U

, P

N C

R O

O N

FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 2:18 PM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\C-102 - SSWR-PP.DWG

STATE OF

11500233

App . P

.L.

15" PVC SDR 26 @ 0.20%

(SEPARATE CONTRACT)

APP. P.L.

ACCESS ROAD

DITCH APP. P.L.

APP. P.L.

D1 PLAN STA. 14+00 TO STA. 14+25

SCALE: 1"=20'

20' 40'0

1. LOCATION OF EXISTING SEWER IS APPROXIMATE. CONTRACTOR SHALL

VERIFY EXISTING 8" SEWER LOCATION AND DEPTH PRIOR TO CONSTRUCTION

AND PROVIDE INFORMATION TO ENGINEER.

2. ALL MANHOLE CASTINGS AT OR BELOW ELEVATION 596.00 SHALL HAVE BOLT

DOWN WATERTIGHT CASTINGS.

GENERAL SHEET NOTES

exist sanitary mh tr:593.05 inv(sw):585.94 top of force main inv(ne):585.94 top of force main inv:584.91 bottom of structure exist sanitary mh tr:593.04 inv(sw):579.19 inv(se):579.26± hard to inv ladder blocks access inv(nw):585.90 (abandoned) inv(nw):579.46 (abandoned) inv(ne):579.59 inv(ne):584.54 exist sanitary mh tr:592.30 inv(nw):578.70 inv(s):587.30 invert at elbow direction only 8" d.i.

15" PVC SDR 26 @ 0.20%

w/ END PLUG

SEE NOTE 1

P/E

XXX

E E E E E E E E E E E E E E E E E E E

SAN

58958

588589 590591 592593

594 59

590 590

588589

59159259359

FM FM FM

STR. NO. S103

84" SANITARY MANHOLE

WITH WATERTIGHT CASTING

(SEPARATE CONTRACT)

N:2307878.80 E:2909157.12

14+00 15+00

(SEPARATE CONTRACT)

20 LF OF 15" SDR 26 PVC SANITARY SEWER @ 0.20%

N E)

):5

. N O

. S

(SEPARATE CONTRACT)

124 LF OF 15" SDR 26 PVC SANITARY SEWER @ 0.20%

EXISTING GROUND

BOTTOM OF MANHOLE SUMP: 577.00

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-2

N O

E N

D S

O U

, P

N C

R O

O N

FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 7:21 AM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\C-400 - LS-PLAN.DWG

STATE OF

11500233

C-400D7 LIFT STATION PLAN VIEW BELOW TOP SLAB

SCALE: 1/2"=1'-0" 0 2' 4'1'

A7 LIFT STATION PLAN VIEW ABOVE TOP SLAB

SCALE: 1/2"=1'-0" 0 2' 4'1'

8'-0"

VALVE VAULT

3'-0"

MIN.

8"8"

9'-4"

'-0

'-4

18" PVC

" D

.I.

O R

C E

PVC

12"

MIN.

12"

MIN.

8" D.I. 90° BEND

(TYP. OF 3)

8" DRESSER RESTRAINING COUPLING

(TYP. OF 3)

2" DRESSER COUPLING

2" DUCKBILL

CHECK VALVE

LINK-SEAL (TYP.)

2" SCH. 80 PVC 45° BEND

2" SCH. 80 PVC DRAIN

8" CHECK VALVE w/

LEVER AND WEIGHT

(TYP. OF 3)

8" PLUG VALVE

(TYP. OF 3)

3'- 0"

3'-

0" M

8" D.I. 90° BEND

10"x8" D.I. REDUCER

10"x8" D.I. TEE

(TYP. OF 2)

10" FLOW METER

72" Ø FLOW METER VAULT

SANITARY SEWER

10'-0" Ø

WET WELL

11"

2" SCH. 80 PVC WYE

2" SCH. 80 PVC 45° BEND

11"

48"x108" 3 DOOR ALUMINUM

CHANNEL FRAME HATCH WITH

SAFETY GRADE AND DRAIN

AS MANUFACTURED BY HALLIDAY

PRODUCTS MODEL W3S48108 OR

APPROVED EQUAL

6" D.I. VENT PIPE

w/ INSECT SCREEN

30"x36" SINGLE LEAF ALUMINUM

CHANNEL FRAME HATCH AND DRAIN, AS

MANUFACTURED BY HALLIDAY PRODUCTS MODEL

W1S3036 OR APPROVED EQUAL

30"x36" SINGLE LEAF ALUMINUM

CHANNEL FRAME HATCH AND DRAIN, AS

MANUFACTURED BY HALLIDAY PRODUCTS

MODEL W1S3036 OR APPROVED EQUAL

30"x30" SINGLE LEAF ALUMINUM

CHANNEL FRAME, AS MANUFACTURED

BY HALLIDAY PRODUCTS MODEL

H1W3030 APPROVED EQUAL

4' M

SUBMERSIBLE PUMPS

(FUTURE PLACEMENT)

SEE NOTE 1

4' M

SANITARY

SEWER

" D

.I.

O R

C E

COMBINATION SEWER

AIR RELEASE VALVE

60" Ø STRUCTURE

DISMANTLING JOINTS (TYP. OF 3)

CONCRETE

PIPE SUPPORT

(TYP. OF 6)

NOTES:

1. PIPING, PUMP BASE, GUIDE BRACKETS AND RELATED APPURTENANCES SHALL

BE INSTALLED IN SUCH MANNER AS TO ALLOW FOR FUTURE PUMPS

INSTALLATION.

2. WET WELL SHALL INCLUDE :

· A CORROSION INHIBITOR ANTIMICROBIAL "CONSHIELD" ADDITIVE PER

MANUFACTURER RECOMMENDATIONS.

· THE ADDITIVE SHALL BE USED BY FACTORY CERTIFIED PRECAST CONCRETE

PLANTS

· THE ANTIBACTERIAL ADDITIVE SHALL HAVE SUCCESSFULLY DEMONSTRATED

PREVENTION OF MIC IN SANITARY SEWERS FOR TEN OR MORE YEARS.

· THE NAME OF THE ANTI-MICROBIAL ADDITIVE SHALL BE PLAINLY STENCILED

ON THE EXTERIOR AND INTERIOR OF EACH PIECE.

· THE CONTRACTOR SHALL SPRAY CS IDENTIFIER™, GREEN COLORED SEALER,

ONTO THE INTERIOR SURFACE AFTER INSTALLING.

· FIELD REPAIRS TO THE PRECAST CONCRETE SHALL BE MADE USING

CONMICSHIELD® JOINT SET GROUT PRE-PORTIONED AND FACTORY

PACKAGED THAT REQUIRES THE ADDITION OF NO OTHER COMPONENTS.

3. ALL INTERIOR PIPING SHALL BE COATED WITH TNEMEC 66 HB EPOXY OR EQUAL.

4. ALL ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE 304 STAINLESS STEEL.

5. SEE ELECTRICAL PLANS FOR ELECTRICAL AND CONTROL INFO.

4" CAM AND GROOVE CONNECTION

(FLANGED x MALE ADAPTER)

AND 4" PLUG VALVE

4" D.I. 90° BEND AND 6" CAM AND GROOVE

CONNECTION (FLANGED x MALE ADAPTER)

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

U C

T, IN

R O

, S

S, IN

N A

C H

O D

C H

O , I

-2

N O

E N

D S

O U

, P

N C

R O

O N

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STATE OF

11500233

C-401

'-4

0 2' 4'1'A1 LIFT STATION SECTION

SCALE: 1/2"=1'-0"

NOTES:

1. VALVE VAULT TO BE CONSTRUCTED ON UNDISTURBED SOIL.

2. ALL INTERIOR PIPING SHALL BE COATED WITH TNEMEC 66 HB EPOXY OR

EQUAL.

3. ALL ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE 304 S.S..

4. SEE ELECTRICAL PLANS FOR ELECTRICAL AND CONTROL INFORMATION.

5. PUMPS SHALL BE FLYGT MODEL NP 3315 OR APPROVED EQUAL RATED

AT 1,600 GPM @ 209' TDH.

EL. 596.5

FENCE POST

1'-0"

MIN.

8" 8"

6"6"

1' -0

-6

1'-6"6"

EL. 571.2

STRUCTURE BASE

INV. 577.56

18" PVC PIPE

S.S. GUIDE RAIL

48"x108" 3 DOOR ALUMINUM CHANNEL FRAME HATCH w/

SAFETY GRATE AND DRAIN

6" D.I. VENT PIPE

w/ INSECT SCREEN

8" COMPACTED NO. 8 STONE

2"x1 4" S.S. PIPE ANCHOR w/ S.S.

EXP. BOLTS ANCHORED TO WALL

18" PVC SANITARY SEWER

8" D

.I.

G E

CONCRETE BASE

12" MIN. COMPACTED

CRUSHED NO. 53 STONE UNDISTURBED EARTH

CONCRETE PUMP BASE

(2) 30"x36" SINGLE LEAF ALUMINUM

CHANNEL FRAMES HATCH WITH

SAFETY GRATE AND DRAIN

1' -0

2" SCH. 80 PVC DRAINCONCRETE BASE

8" MIN. COMPACTED

CRUSHED NO. 53 STONE

UNDISTURBED EARTH

2" DRESSER COUPLING

2" SCH. 80 PVC WYE

2" SCH. 80 PVC 45° BEND

2" DUCKBILL CHECK VALVE

8" DRESSER COUPLING

(TYP. OF 3)

8" D.I. 90° BEND

8" CHECK VALVE w/

LEVER AND WEIGHT

(TYP. OF 3)

8" PLUG VALVE

(TYP. OF 3)

10"x8" D.I. TEE

(TYP. OF 2)

SLOPE SLAB 14" PER LF TO DRAIN

CONCRETE PIPE SUPPORT

(TYP. OF 6)

6' -0

CONCRETE FOOTER

1' -6

7' -6

10" D.I. FORCE MAIN

1' -8

'-5

-5

45° CONCRETE

FILLET (TYP.)

LINK-SEAL (TYP.)

10' Ø MANHOLE, SECTION ASTM C-478

w/ O-RING GASKET JOINTS

SEAL JOINTS ON EXTERIOR

w/ WRAIDSEAL, INFIL-SHIELD OR SIMILAR

2' -1

3'-0"

MIN.

1'-0"

FENCE POST

1'-0"

MIN.

8" COMPACTED NO. 8 STONE

CONCRETE FOOTER

8" DISMANTLING

JOINT (TYP. OF 3)

8" CLASS "A" CONCRETE

(TO BE PART OF FUTURE

SEPARATE CONTRACT) (TYP.)

4" D.I. 90° BEND AND 6" CAM AND GROOVE

CONNECTION (FLANGED x MALE ADAPTER)

(ROTATED FOR CLARITY)

1" WIDE S.S. STRAP

ANCHORS @ 5'-0" O.C.

2' -0

D R

D D

C-500

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

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11500233

VARIES

NEW CONNECTION TO EXISTING MANHOLE

NOT TO SCALE

STRUCTURE WALL

ADD RX WATERSTOP PRIOR

TO GROUT FILL (TYP.)

GROUT FILL (TYP.)

GASKET BAND

SUPPORT PIPE IN

CENTER OF OPENING

CORE DRILL HOLE

PIPE CLAMP 305

STAINLESS STEEL

FLEXIBLE CONNECTOR KOR-N-SEAL

DURA-A-SEAL, OR A-LOK, OR APPROVED EQUAL

1/2 O.D.

FOR BACKFILL AND REQUIREMENTS REFER

TO SPECIFICATIONS SECTION 02600

TRENCH BOX

FLEXIBLE PIPE BEDDING DETAIL (PVC & HDPE)

NOT TO SCALE

#8 CRUSHED STONE HAND

TAMPED OR WALKED IN 1/2

O.D., PER SPECS.

#8 CRUSHED STONE BELL

HOLE EXCAVATED

O.D.

4" MIN. (BELOW

THE BARREL)

3" MIN.

(BELOW THE BELL)

MINIMUM WIDTH =

1.25(O.D.) +12"

#8 CRUSHED STONE HAND

TAMPED OR WALKED IN 1/2

O.D., PER SPECS. TO 12"

OVER TOP OF PIPE

BACKFILL NOTES:

1. FINAL BACKFILL (FROM 12 INCHES ABOVE TOP OF PIPE) SHALL BE

COMPACTED #53 AGGREGATE WHEN THE TRENCH IS UNDER OR

WITHIN 5 FT. OF PAVEMENT.

2. FINAL BACKFILL SHALL BE NATIVE MATERIAL IN AREAS OUTSIDE

PAVEMENT, COMPACTED TO PREVENT SETTLEMENT.

3. NATIVE MATERIAL USED FOR BACKFILL SHALL BE CLEAN FILL

MATERIAL FREE FROM ROCKS LARGER THAN 6".

4. HAUNCHING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6 INCH

LIFTS.

5. #8 CRUSHED STONE BEDDING & BACKFILL SHALL BE COMPACTED

TO A RELATIVE DENSITY GREATER THAN 70% PER ASTM 4253.

6. FINAL BACKFILL SHALL BE PLACED IN SUCH A MANNER THAT WILL

NOT DISTURB THE SANITARY SEWER PIPE; AND WILL NOT CONSIST

OF DEBRIS, ORGANIC MATERIAL, FROZEN MATERIAL, OR UNSTABLE

MATERIAL. NO ROCKS LARGER THAN 2-INCHES WILL BE PLACED

CLOSER THAN 2 FEET OF THE SEWER PIPE.

7. ALL COMPACTION AND BEDDING MATERIAL SHALL COMPLY WITH 327

IAC 3-6-18.F, G, & H.

NOTE:

INSTALL SOLID BLACK VINYL PRIVACY SLATS

THROUGHOUT FENCE AND GATE. SLATS SHALL BE SIZED

FOR 2" MESH AND SHALL BE SECURED WITH A BOTTOM

LOCKING CHANNEL.

20' DOUBLE GATE4" O.D. GATE POST 9.11#/FT.

'-9

-0

" F

4' -6

14"

STD. HINGE REQ'D.

STD. LOCK REQ'D.

1.66 GALV. BRACE

RAIL 2.27#/FT.

3/8" DIA.

TRUSS ROD

1.9D GALV. GATE

FRM. 2.72#/FT.

STRETCHER BAR

3/16"x3/4" FLAT

#9 GAUGE FABRIC

DOUBLE SWING CHAIN LINK GATE

NOT TO SCALE

10'-0" MAX. (TYP.)

TYPICAL 6' CHAIN LINK FENCE DETAIL W/ BARBED WIRE

NOT TO SCALE

BARBED WIRE DETAIL

NOT TO SCALE

3' -0

-6

6' -0

15" 10"

2' -6

-0

TERMINAL POST 2 1/2"

O.D. GALVINIZED PIPE

#13 GAUGE TIES DOUBLE

WRAP @ 24" MAX. SPACING

1/4"x3/4" DRAW BAR

@ TERMINAL POST

CONCRETE

FOOTING

COMPACTED

SUBGRADE

ANGLED TOP RAIL

KNUCKLED

SELVAGE

BOTH ENDS

13 GAUGE TIES DOUBLE

WRAP @ 12" MAX. SPACING.

3/8" O.D. TRUSS ROD THREADED

ALL ENDS AND INTERSECTIONS

LINE POST 2" O.D. GALVINIZED PIPE

#9 GAUGE TIES DOUBLE

WRAP @ 12" MAX. SPACING

SLOPE TO DRAIN (TYP.)

#9 GAUGE FABRIC,

2" SQ. MESH

2' -0

TOP RAIL WILL BE ANGLED

BARB ARM (TYP.)

BARB WIRE

(3 STRAND - 4 POINT)

COMPACTED #53/#73

AGGREGATE BACKFILL, PLACE OVER

NON-WOVEN GEOTEXTILE FABRIC,

MIN. 3 OUNCES AT LIFT STATION SITE

COMPACTED SUBGRADE

STONE DRIVE SECTION

NOT TO SCALE

NOTES:

1. CONTRACTOR SHALL VERIFY

MINIMUM STRAIGHT LENGTH OF

PIPE WITH FLOW METER

MANUFACTURER.

2. MANHOLE IS PURPOSELY OFFSET

FOR EASE OF ACCESS TO FLOW

METER.

10" PLUG VALVE WITH

VALVE BOX (TYP.)

FLOW METER

PLAN VIEW

FLOW METER VAULT DETAIL

NOT TO SCALE

72"Ø MANHOLE

8" #8 STONE

UNDER BASE

5' -0

" M

SECTION VIEW

10" MAGNETIC FLOW METER

(SIEMENS, MODEL SITRANS FM MAG 5100W)

CONCRETE PIPE SUPPORT

ATTACHED TO BASE

10" F.M. 10" F.M.

PROPOSED GRADE

36"x48" HATCH

72"Ø

2'-0"

5' MIN.

SEE NOTE 1

2' MIN.

SEE NOTE 1

2" PVC DRAIN LINE WITH DRAIN

SCREEN & P-TRAP TO WETWELL

PROPOSED GRADE

GROUT FLOOR TO SLOPE

4" PER FT. TO DRAIN

HALLIDAY PRODUCTS

MODEL H1W3648 HATCH

(OR APPROVED EQUAL)

PIPE SUPPORT (TYP.)

5' M

COMBINATION SEWAGE AIR RELEASE VALVE BYPASS ASSEMBLY

NOT TO SCALE

12" MIN. OF #8 COMPACTED

CRUSHED STONE

4"x8"x16" SOLID CONCRETE BLOCK, LOCATE RADIALLY AROUND MANHOLE

BASE. (MIN. 6 BLOCKS REQUIRED.)

MIN. OF 12" OF PEA GRAVEL

TO SPRING LINE OF PIPE

3" PVC BALL VALVE

60"Ø PRECAST CONCRETE

MANHOLE BARREL SECTIONS, BASE,

TOP, JOINTS, ADJUSTING RINGS,

ETC. SHALL CONFORM TO A TYPICAL

PRECAST CONCRETE MANHOLE

FINISH GRADE EL.

SEE MANHOLE FRAME

AND COVER DETAIL

AIR VACUUM RELEASE VALVE

3" THREADED STAINLESS STEEL NIPPLE

CONNECTION PER

MFG. RECOMMENDATION

FORCE MAIN (TYP.)

NOTE:

AIR VACUUM RELEASE VALVE AS MANUFACTURED

BY A.R.I. MODEL D-020 OR APPROVED EQUAL.

3" THREADED STAINLESS STEEL NIPPLE

4" CAM AND GROOVE CONNECTION

(FLANGED x MALE ADAPTER)

10"x4" D.I. TEE

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SANITARY SEWER

BENCH SLOPE = 1/2" PER FOOT

TROUGH WIDTH = PIPE DIAMETER

STANDARD MANHOLE BENCHES

NOT TO SCALE

PRECAST OUTSIDE DROP MANHOLE CONNECTION

NOT TO SCALE

BENCH WALL DETAIL

MINIMUM SLOPE 1/2" PER FOOT (SEE

BENCH WALL DETAIL)

EXTERIOR BACKPLASTER

MATERIAL 1/4" +- 1/16" MIN.

THICKNESS FROM 2" BELOW

TOP OF CONE TO CASTING,

PER SPECS

12" MAX.

3" MINIMUM

NOTE:

DROP PIPE SHALL BE A

MINIMUM OF 6" DIA. 20

" M

MANHOLE STEPS @ 16" O.C.

24"

VARIES

PRECAST ADJUSTING RINGS,

2" MIN., 12" MAX.

FRAME AND COVER

AS SPECIFIED

2" DAM

SEWER PIPE

BENCH WALL

DROP PIPE

NOTES:

1. MANHOLE SHALL CONFORM TO ASTM C-478.

2. JOINTS SHALL CONFORM TO ASTM C-433.

3. PIPE CONNECTIONS TO MANHOLES SHALL BE MADE WITH WATERTIGHT FLEXIBLE RUBBER BOOTS WITH STAINLESS STEEL BANDS OR FLEXIBLE WATERTIGHT GASKETS. ACCEPTABLE PRODUCTS ARE: KORE-N-SEAL AS MANUFACTURED BY CORE AND SEAL COMPANY, DURA-SEAL III AS MANUFACTURED BY DURA TECH, INC., PSX AS MANUFACTURED BY THE PRESS SEAL GASKET CORPORATION, OR APPROVED EQUAL. PIPE SEAL SHALL MEET ASTM C-443.

4. PIPE OPENINGS IN BASE AND RISER SECTIONS SHALL BE FORMED OR CORE-DRILLED.

"O" RING GASKETED JOINT BETWEEN

ALL RISER AND CONE SECTIONS PER

ASTM C443 PLUS 12" EXTRUDED

GASKET MATERIAL PER KENT SEAL NO.2

12" OF #2 STONE

BEDDING UNDER BASE

NOTES:

1. MANHOLE SHALL CONFORM TO ASTM C-478.

2. JOINTS SHALL CONFORM TO ASTM C-433.

4. PIPE OPENINGS IN BASE AND RISER SECTIONS SHALL BE FORMED OR CORE-DRILLED.

5. ALL MANHOLE CASTINGS AT OR BELOW ELEVATION 596.00 SHALL HAVE BOLT DOWN WATERTIGHT CASTINGS.

6" M

24"

VARIES

DIA

3" M

TOP OF CONCRETE BASE AT SPRING LINE

OF PIPE WHERE POURED IN PLACE.

FINISH GRADE

STANDARD PRECAST CONCRETE MANHOLE

(FOR PIPE SIZES 8" TO 24")

NOT TO SCALE

PRECAST CONCRETE INTEGRAL MANHOLE

BOTTOM 6" FOR 48" MANHOLE; 8" FOR

MANHOLE GREATER THAN 48"

12" OF #8 CRUSHED STONE

BEDDING UNDER BASE

REINFORCING STEEL PER ASTM C-478

"O" RING GASKETED JOINT BETWEEN

ALL RISER AND CONE SECTIONS PER

ASTM C443 PLUS 12" EXTRUDED

GASKET MATERIAL, KENT SEAL NO.2

GROUT FILLED

PRECAST ADJUSTING RINGS,

2" MIN., 12" MAX.

CONCRETE ADJUSTING RINGS UTILIZED TO RAISE MANHOLE

FRAME AND COVER TO FINISH GRADE. KENT-SEAL NO. 2

BETWEEN ALL RINGS & CASTING. TROWABLE BUYTL

RUBBER BACKPLASTER 14" MINIMUM THICKNESS WHEN DRY.

2" BELOW BOTTOM OF ADJUSTING RINGS AND COVERING

BASE OF CASTING

ASTM C478 PRECAST CONCRETE MANHOLE SECTION.

REPLACE CONE WITH FLAT TOP WHEN DEPTH IS

5'-6" OR LESS AND ANY INSTALLATION WHERE

MANHOLE EXTENDS MORE THAN 18" ABOVE GRADE.

MINIMUM SLOPE

1/2" PER FOOT

MANHOLE STEPS AT 16"

ON CENTER (SEE DETAIL)

C.I. MANHOLE FRAME AND COVER

SECTION "A-A"

1" 1" d1 2d1

16"

41 4" d1 2d1

41 4"

16" d

RISER RING THICKNESS

PER MANHOLE DETAIL

O-RING JOINT FOR MANHOLE SECTIONS

NOT TO SCALE

MANHOLE FRAME ADJUSTING RING AND GASKET

DETAIL

NOT TO SCALE

PLACE 1/2" DIAMETER

EXTRUDABLE PREFORMED

GASKET MATERIAL IN KEYWAY

PRECAST CONCRETE ADJUSTING

RING OR FLANGE OF CASTING

"O" RING GASKETED JOINT, NOMINAL 1/2"

BUTYL RUBBER BASE EXTRUDABLE

PREFORMED GASKET MATERIAL (TYP.) PER

ASTM C-990 (KENT SEAL NO. 2 OR APPROVED

EQUAL)

1/ 2"

4" -1

63°

RUBBER GASKET E-Z STICK OR

EQUAL PER ASTM C-443

NOMINAL 1/2" BUTYL RUBBER BASE

EXTRUDABLE PREFORMED GASKET MATERIAL

(TYP.) PER ASTM C-990 (KENT SEAL NO. 2 OR

APPROVED EQUAL)

ADJUSTING RING PLAN

NOTE:

1. "d" = WALL THICKNESS

12"

3" 3"

PIPE SUPPORT DETAIL

NOT TO SCALE

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SILT FENCE

1. SILT FENCE SHALL BE A MACHINE PRODUCED, NON-WOVEN GEOTEXTILE

OF 100% POLYPROPYLENE MEETING THE PHYSICAL PROPERTIES BELOW.

2. ALL STAKES SHALL BE 2"x2" HARDWOOD 36" TALL WITH 24" TALL LATH

STAPLED TO STAKES OVER FABRIC AS REINFORCEMENT.

3. ALL SILT FENCE SHALL BE PREFABRICATED BY THE SUPPLIER. NO FIELD

ASSEMBLY WELL BE ACCEPTED.

FABRIC WEIGHT ........................................ 4 OZ/SYD.

GRAB STRENGTH ...................................... WARP 125 LBS.

ELONGATION ............................................. WARP 50%

TRAPEZOIDAL TEAR STRENGTH ............ 50 LBS.

BURST STRENGTH .................................... 200 PSI

UV RESISTANCE ....................................... > 70%

A.O.S. ......................................................... 50-80

SLURRY FLOW RATE ................................. 225 GPM/SQ. FT.

SEDIMENT RETENTION ............................ 75%

SILT FENCE MATERIAL

2"x2" STAKE

STAKES @ 5' O.C.

(TYP.)

SILT FENCE DETAIL

NOT TO SCALE

FENCE POST SHOULD BE BURIED

1'-0" BELOW GROUND SURFACE

SILT FENCE MATERIAL

SHOULD BE BURIED 6"

BELOW GROUND SURFACE

2' -0

-0

GROUND SURFACE

NONE WOVEN

GEOTEXTILE FABRIC

SPACE POSTS PER

MANUFACTURER RECOMMENDATIONS

1' -0

WIRE

WOOD POST

FILTER FABRIC

FLOW

SILT FENCE CONSTRUCTION

NOT TO SCALE

EXTEND FABRIC AND WIRE

TO 4" BELOW SURFACE

PERMANENT SEEDING

AREAS

SEEDING

TEMPORARY

SHADE

DEC.NOV.OCT.SEPT.AUG.JULYJUNEMAYAPR.MAR.FEB. JAN.

MULCHING

NON-IRRIGATED

PERMANENT SEEDING

PARTIAL SHADE TO

SUN TO PARTIAL

PERMANENT SEEDING

PRACTICE

STABILIZATION

SEASONAL SOIL PROTECTION CHART

A = PERMANENT SEEDING - SUN TO PARTIAL SHADE KENTUCKY BLUEGRASS 175 LBS./ACRE; CREEPING RED FESCUE 70 LBS./ACRE; FINE TEXTURED RYE (PERENNIAL) 105 LBS./ACRE PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL

RYE GRASS 20 LBS./ACRE

B = PERMANENT SEEDING - PARTIAL SHADE TO SHADE KENTUCKY BLUEGRASS 35 LBS./ACRE; CREEPING RED FESCUE 210 LBS./ACRE; FINE TEXTURED RYE (PERENNIAL) 105 LBS./ACRE PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL

RYE GRASS 20 LBS./ACRE

C = PERMANENT SEEDING - NON-IRRIGATED AREAS KENTUCKY BLUEGRASS 87 LBS./ACRE; CREEPING RED FESCUE 70 LBS./ACRE; FINE TEXTURED RYE (PERENNIAL) 193 LBS./ACRE PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL

RYE GRASS 20 LBS./ACRE

D = SPRING OATS 3 BUSHELS/ACRE

E = WHEAT OR RYE 2 BUSHELS/ACRE

F = ANNUAL RYE GRASS 40 LBS./ACRE ( 1 LB/1000 SQ. FT. )

G = STRAW MULCH 2 TONS/ACRE. ANCHOR WITH ASPHALT EMULSION AT A RATE OF 300/GAL. PER ACRE FOR SLOPES

GREATER THAN 4:1 USE EROSION CONTROL BLANKET ACCEPTABLE TO LOCAL AUTHORITIES.

*/I/* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND/OR SEPTEMBER

NOTE:

CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SEEDING TO CONTROL EROSION AS REQUIRED BY

INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT.

NOTE:

BASIN SHOULD BE CLEARLY

MARKED FOR CONCRETE WASHOUT.PLAN

SECTION

' M

10' MIN.

GRAVEL PAD

6" MIN. NO. 2

CRUSHED STONE

ORANGE SILT FENCE OR

CONSTRUCTION FENCE

3' M

CONCRETE WASHOUT DETAIL

NOT TO SCALE

8.0'

1.0' 1.0'

4.0'

6.0"

6.0" 6.0"

FIGURE E - PLAN VIEW

FIGURE D - PLAN VIEW

FIGURE C - CROSS SECTION VIEWFIGURE B - PROFILE VIEW

FIGURE F - PROFILE VIEW

FIGURE G - CRITICAL POINTS (CHANNEL)

3.0" 3.0"Flow

BLANKET 1

Flow

1.0' 1.0' 1.0' 1.0' 1.0' 1.0'

1.0' 1.0' 1.0' 1.0'

8.0'

2.0' 2.0' 2.0'2.0' 2.0' 2.0'

4.0'

1.5'

2.0' 1.0'1.0'

FIGURE G - CRITICAL POINT (SLOPE)

BLANKET 3

BLANKET 2

BLANKET 1

FIGURE A (CHANNEL)

EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS

1. DURING VEGETATIVE ESTABLISHMENT INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET.

2. IF ANY AREA SHOWS EROSION PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED THE AREA, AND RE-LAY AND

STAPLE THE BLANKET.

3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA WEEKLY.

CREST OF SLOPE

FIGURE D

GROUND SURFACE

FIGURE B

FIGURE E

FIGURE C

FIGURE G

FIGURE F

BLANKET 2

BLANKET 3

FIGURE A (SLOPE)

FIGURE E

FIGURE D

FIGURE B

FIGURE E

FIGURE F

FIGURE E

FIGURE C

GROUND SURFACE

TOE OF SLOPE

CRITICAL POINT

TERMINAL END

CRITICAL POINT

GROUND

SURFACE

GROUND

SURFACE

GROUND

SURFACEGROUND

SURFACE

GROUND

SURFACE

BLANKET 2

BLANKET 3

BLANKET 1 BLANKET 2

FIGURE E

EROSION CONTROL BLANKET

NOT TO SCALECHANNEL & SLOPE INSTALLATION

STEP 1 - SITE PREPARATION

PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS, CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO

INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.

STEP 2 - SEEDING

SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.

STEP 3 - STAPLE SELECTION

AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TO SECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN

ROCKY, SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.

STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKET

EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF

STAPLES (SHOWN IN FIGURES A, E AND F).

STEP 5 - SECURE BODY OF BLANKET

ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D. LEAVE END OF BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FROM SHINGLE PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D.

STAPLING PATTERN SHOWN IN FIGURE D REFLECTS MINIMUM STAPLES TO BE USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES. CRITICAL POINTS ARE IDENTIFIED IN FIGURE G.

STEP 6 - CONTINUE ALONG SLOPE - COMPLETE INSTALLATION

OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5. SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E. SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE TERMINAL EDGE.

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FINAL DESIGNPLOT SCALE: 1:1 EDIT DATE: 2/9/21 - 7:12 AM EDITED BY: PTRAWINSKI DRAWING FILE: P:\2019\02950\D. DRAWINGS\UTILITY INFRASTRUCTURE\CROSSROADS LS\C-600 - BUILDING.DWG

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11500233

G E

C-600

24'-6"

24'-0"

9' -6

24'-0"

9' -6

12'-6"

3"3"

6'-0"

9' -6

12'-0"

6'-0"

BRICK EXTERIOR FINISH

CEDAR SHAKE EXTERIOR ROOF FINISH

12'-0"

9' -6

DOOR

REAR ELEVATION

SCALE: 1/2"=1'-0"

LEFT SIDE ELEVATION

SCALE: 1/2"=1'-0"

RIGHT SIDE ELEVATION

SCALE: 1/2"=1'-0"

FRONT ELEVATION

SCALE: 1/2"=1'-0"

PRECAST BUILDING (SEE DETAILS)E

SEE FOUNDATION DETAIL

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