RFB #2326 Addendum Two Page 1 of 1

Yes.

Revised Bid Due Date:

Just as a reminder, addendum 1 revised the bid due date to January 10th, 2024, at 3:00pm.

Revisions:

We received the permit from DNR. We have revised the plan sets to include additional erosion control and tracking pad detail.

Please use the revised bid offer form 2.

Attachments:

Revised Bid Offer Form 2 Revised plan sets

End Addendum 2

KENOSHA COUNTY

RFB #2326 ADDENDUM TWO DATED 12/20/2023

BRIGHTON DALE LINKS RED PINE BUNKER, RANGE, AND

SHORT-GAME RENOVATIONS

KENOSHA COUNTY BID #2326

WISCONSIN PAGE 1 OF 4

ATTACHMENT C

REVISED BID OFFER FORM 2

Vendor:____________________________________________________________________________

Base Bid

General Conditions (Including mobilization, supervision, layout and general expenses)

Site Preparation and Demolition (Including site setup, silt fence, turf removal, tree removal, hardscape removal and sand removal)

Topsoil Management, Mass Grading and Shaping (Including all topsoil, excavation, hauling and feature shaping)

Solid Drainage (Including all solid N-12 tile and associated structures)

Feature Construction (Including all materials and install for bunkers and greens)

Short Game Green Irrigation and Hole #1 Tee (See appendix A in the Specifications)

Finish and Grassing (Including all finish grading, fertilizer, seed, sod and blanket, and hardscape/paths)

Tracking pad as listed on R1, R2 and tracking pad detail on R4 of the revised drawings

Total Base Bid (Sum of all lines above) $

Alternate Bids

The following alternate prices shall include all labor, material, overhead, profit, insurance, and all other incidentals required to cover the completion (or deletion) of the work. At the Owner’s discretion, any combination of these alternates along with the Base Bid may be used to determine the Bidder’s final bid price. Bidder shall honor all alternate pricing throughout the duration of the project and shall not be permitted to renegotiate pricing should the Owner choose to accept said alternates during that time.

Alternate 1: Expand putting green per plan $

Alternate 2: Finish grade, fertilize and sod all bluegrass areas in lieu of the seed and blanket shown on plans

Alternate 3: Import 500 cy of topsoil from off-site and utilize where needed to supplement existing topsoil

WISCONSIN PAGE 2 OF 4

Unit Costs

In the event individual work items are added or deleted from the contract at the direction of the Owner and/or Golf Course Architect (and approved in writing by the Owner), which constitutes a distinct change in the work and does not exceed 10% of the total project sum, a change order shall be executed and the following unit prices shall apply.

Should the change in scope amount to more than 10% of the project sum, Contractor and Owner shall have the right to negotiate a fair sum above and beyond the units provided below

Furnish and install silt fence per lin. ft.

Roto-till existing turf per sq. ft.

Sod strip and dispose of existing turf per sq. ft.

Strip, replace and grade on-site topsoil per cu. yd.

Import, haul and grade topsoil per cu. yd.

Excavate, haul and grade on-site fill material per cu. yd.

Laser-grade tee surface per sq. ft.

Furnish and install 2" N-12 perforated draintile with sand backfill in fairways per lin. ft.

Furnish and install 2" N-12 perforated draintile with mix backfill in greens

Furnish and install 4" N-12 perforated draintile with pea gravel backfill

Furnish and install 4" N-12 solid draintile with soil backfill

Furnish and install 6" N-12 solid draintile with soil

Furnish and install 8" N-12 solid draintile with soil

Install 4" inspection Ts each

Install 12" plastic catch basins with grate

Install 24" plastic catch basins with grate

WISCONSIN PAGE 3 OF 4

Install 12" gravel sumps with grate

Furnish and install 7:2:1 mix in greens per ton

Furnish and install Better Billy Bunker liner in bunkers per sq. ft.

Furnish and install Fredonia sand in bunkers per ton

Finish grade, prep and seed bluegrass

Finish grade, prep and seed bentgrass on greens and tees

Finish grade, prep and install bluegrass sod

Finish grade, prep and install bentgrass sod

Per sq. ft.

Furnish and install Flexterra mulch

Furnish and install new gravel path

Toro INF54 series full circle gear driven rotor, 1 ½” Body w/1 ½” swing joint, piping, fittings and all associated equipment each

Toro INF55 series part circle gear driven rotor, 1 ½” Body w/1 ½” swing joint, piping, fittings and all associated equipment each

Toro 1” Quick coupler valve w/swing joint & stabilizer –complete each

M.J./Resilient Wedge Isolation Valve (as specified) 3”

2” Class 200 PVC Pipe (labor and material)

3” Class 200 PVC Pipe (labor and material)

#12 type Paige Electric PE single conductor wire for underground burial in pipe trench – 24 VAC per lin. ft.

#14 type Paige Electric PE single conductor wire for underground burial in pipe trench – 24 VAC

WISCONSIN PAGE 4 OF 4

Can begin work on or about August 19, 2024? Yes_____ No______

If no, please state start date _______________

Can complete work on or before November 1, 2024 or 55 days following start? Yes______ No______

If no, please state completion date _______________

Will the irrigation work be subcontracted? Yes______ No______

If yes, please provide subcontractor name. __________________________________________

Also, please include an additional attachment B contractor qualifications for the subcontractor.

Bid Bond (Required) is included? Yes_____ No______

Kenosha County is exempt from Federal Excise and Wisconsin Sales Taxes, 77.54(9a)(b) WI Stats.

Kenosha County’s CES number is 008-1020421892-06.

RED PINE

IMPROVEMENT PLANS

BRIGHTON DALE LINKS COMPLEX

830 248TH AVENUE

KANSASVILLE, WI

RED PINE Sheet

DEMOLITION PLAN R1

GRADING & DRAINAGE PLAN R2

RESTORATION PLAN R3

CONSTRUCTION DETAILS R4GOLF COURSE ARCHITECT

QUITNO GOLF DESIGNS, INC.

245 NORTH ROSE AVENUE

PARK RIDGE, IL 60068

847.951.3051

WWW.QUITNOGOLF.COM

PROPERTY OWNER

KENOSHA COUNTY, WISCONSIN

19600 75TH STREET

WINDSOR, WI 53104-9772

WWW.KENOSHACOUNTY.ORG

WWW.GOLFBRIGHTONDALE.COM

"FOR PERMIT"

PG

NG

A

D

D

D

CC

CENTRAL, WEATHER

STATION, AND PUMP

STATION ANTENNAS -

ACTUAL LOCATION BY

OWNER

4"

4"

8"

12" 10"

12"

4"

12"

12"

10" 8"

4"

6" 8"

6"

6"

8"

6"

4"

6"

6"

8"

8"

8"

8"

8"

4" 8"

8"

4"

CONSTRUCTION

STAGING

BR

IG

HT

O

N D

AL

E

LI

N

KS

C

O M

PL

EX

KE

N

O

SH

A

CO

U N

TY

, W

I

D at e:

B y:

R em ar ks

N O

R

TH

R O

S E

A V

E P

A R

K R

ID

G

E , I

L

Q U

IT

N

O G

O

LF

.C O

M

7.

1.

0'

S C

A

L

E

In iti al P la n

S et

TA

Q

R1

W

SN

E

DEMOLITION

PLAN

0'

0'

Re d

Pi ne

De m ol iti on

P la n 6-

-2

P R

O P

E R

TY

O

W N

E R

KE

N

O

SH

A

CO

U N

TY

, W

IS

CO

N

SI

N

TH

S

TR

EE

T

W

IN

DS

O

R, W

I 5

-9

W W

W .K

EN

O

SH

AC

O U

N

TY

.O

RG

W W

W .G

O

LF

BR

IG

HT

O

N

DA

LE

.C

O M

LEGEND

EXISTING GAS LINE

EXISTING CONTOUR

EXISTING IRRIGATION

TREE REMOVAL (CONTRACTOR)

TREE REMOVAL (OWNER)

WORK LIMITS

ALTERNATE OPTION

SAND REMOVAL

TURF REMOVAL

GRAVEL PATH REMOVAL

SILT FENCE

HAUL ROAD

TRACKING PAD

NOTES

All existing turf within the construction limits shall be roto-tilled by the Contractor. Turf must be ground up in its entirety, topsoil must be completely free of turf chunks for finishing, and perimeters along existing turf tie-ins must be sod cut to properly notch in new sod.

Existing bunker sand shall be buried in the work zone and/or incorporated into the soil profile during grading and shaping. Contractor shall be responsible for creating a final medium suitable for building and compacting subgrade shapes and plating all turf areas with 6" of topsoil suitable as a growing medium.

Any existing tile or other manufactured materials (e.g. fabric liners) encountered during excavation shall be removed and disposed of off-site by the Contractor. *Note: It is unknown whether any liner materials exist, but is unlikely.

Existing topsoil shall be stripped in grading areas, temporarily stockpiled within the limits during grading operations, and replaced following grading. Any stockpile areas developed outside of the construction limits (if necessary) shall be approved by the Owner and/or Architect and must be cleaned up (and grassed) at the Contractor's expense.

Gravel from existing paths scheduled for removal may be reused for base in new paths.

All mass tree removal in driving range area to be completed by Contractor. Contractor shall grind all stumps and repair all subsequent damage outside of the construction limits. Contractor shall restore stump removal areas within the construction limits.

Owner to remove individual small trees in short game area and Hole #1.

All existing trees and vegetation scheduled to remain shall be protected against injury or damage resulting from construction in a manner approved by the Owner and Golf Course Architect. This shall include protection from injury or damage caused by cutting, breaking, or skinning of roots, trunks, or branches.

The permanent staging area for the project shall be located in the northeast corner of the parking lot.

This includes all materials, trailers, fuel and idle equipment that will be on the job for extended periods of time. Contractor shall be responsible for protecting all items in the staging area from theft and vandalism.

Temporary staging and equipment locations may be utilized on the golf course at the Owner's discretion, but equipment and material may only stay in these areas for a maximum of 24 hours and shall not be left within flood prone areas. Any spoils left from temporary material storage in either permanent or temporary staging areas must be cleaned up in their entirety once removed.

All haul road locations shall be determined prior to the start of construction by the Contractor and Owner. All haul road locations shall be clearly marked by the Contractor and shall be kept intact to direct construction traffic through the designated areas. It is the responsibility of the Contractor to note the condition of all haul road and staging locations prior to the start of construction and to monitor their use during the project. All areas must be returned to their existing condition at the completion of the job. Any turf area requiring substantial regrading and grassing may be seeded unless it is located within 75' of a green, tee, or fairway edge or otherwise determined by the Owner to be an in-play area , in which case it must be sodded. All seeded areas shall be hydromulched or covered with erosion blanket.

Locations of existing irrigation and utilities as shown on the plan are approximate. Contractor shall field locate existing irrigation lines, heads, and valves within construction limits. Contractor shall also coordinate location of all public utilities. Location markings must be preserved by the Contractor.

Contractor shall be responsible for repair of any damages caused by his crews or sub-contractors to utilities.

Fi na l P la n S et

TA

Q 9-

-2

CONSTRUCTION SEQUENCE

1. INSTALL TRACKING PAD AND SILT FENCE AS SHOWN ON

THE PLANS

2. CLEAR AND GRUB AS NEEDED

3. STRIP TOPSOIL

4. INSTALL DRAIN TILES

5. REGRADE TURF AND BUNKERS

6. MIX EXISTING BUNKER SAND INTO SOIL PROFILE FOR THE

NEWLY GRADED AREAS

7. REPAIR HAUL ROUTES BACK TO GRADE

8. RESPREAD TOPSOIL AND PLACE SEED/MULCH OR SOD

9. REMOVE & REPLACE GRAVEL PATHS

10. REMOVE TRACKING PAD, RESTORE DISTURBED AREA

FO

R

P E

R M

IT

-2 7-

PG

NG

A

D

D

D

CC

CENTRAL, WEATHER

STATION, AND PUMP

STATION ANTENNAS -

ACTUAL LOCATION BY

OWNER

4"

4"

8"

12" 10"

12"

4"

12"

12"

10" 8"

4"

6" 8"

6"

6"

8"

4" 6"

4"

6"

6"

8"

8"

8"

8"

8"

4" 8"

8"

4"

843844

3 81

6 825

9 860

840 839

9 839

829828

834837 833

831833

847845

844 84

845832

TIE INTO

EXISTING BASIN

DAYLIGHT INTO

DITCH

24" GRAVEL

SUMP

ADD NEW BASIN

ON EXISTING TILE

TIE INTO

EXISTING BASIN

4" FRENCH DRAIN

4" FRENCH DRAIN

TIE INTO EX TILE

WITH NEW BASIN

DAYLIGHT

DAYLIGHT

DAYLIGHT

12" GRAVEL

SUMP

CONSTRUCTION

STAGING

81081

82582

825825

840840

840840

840845

845 845

LEGENDNOTES

EXISTING GAS LINE

EXISTING CONTOUR

EXISTING IRRIGATION

WORK LIMITS

BR

IG

HT

O

N D

AL

E

LI

N

KS

C

O M

PL

EX

KE

N

O

SH

A

CO

U N

TY

, W

I

D at e:

B y:

R em ar ks

N O

R

TH

R O

S E

A V

E P

A R

K R

ID

G

E , I

L

Q U

IT

N

O G

O

LF

.C O

M

7.

1.

0' iti al P la n

S et

TA

Q

R2

W

SN

E

GRADING

& DRAINAGE

PLAN

0'

0'

6-

-2

P R

O P

E R

TY

O

W N

E R

KE

N

O

SH

A

CO

U N

TY

, W

IS

CO

N

SI

N

TH

S

TR

EE

T

W

IN

DS

O

R, W

I 5

-9

W W

W .K

EN

O

SH

AC

O U

N

TY

.O

RG

W W

W .G

O

LF

BR

IG

HT

O

N

DA

LE

.C

O M

Re d

Pi ne

Gr ad in g an d Dr ai na ge P la n

Tile in bunkers shall be 4" perforated N-12, backfilled with pea gravel. In select locations depicted on the plan, 4" N-12 perforated tile shall also be used as french drain applications in turf areas and shall also be backfilled with pea gravel.

See construction details and specifications for all information on 2" slit drainage in fairways and greens.

All 4" or larger tile (outside of bunkers) shall be solid N-12 pipe, backfilled with native soil, and shall be a minimum 18" deep with a minimum 0.5% pitch toward the outlet. Where necessary due to outlet limitations, pipe may be installed flatter than 0.5% and have a 12" minimum soil cover, but these areas must be approved by the Golf Course Architect.

The contractor shall be responsible for lifting and replacing of sod in locations outside of the construction limits where drainage is being installed. Where sod is not salvageable, contractor must replace with new sod.

Where new draintile lines cross existing asphalt cartpaths, Contractor shall saw cut the existing asphalt over the top of the trench, install drainage, replace 4" gravel base and install 2" asphalt cold patch. The final surface shall be rolled and blended smoothly where it meets existing asphalt.

Grass depression areas shall be graded with slopes that pitch at a minimum 2.5% (max 4%) toward the basin.

Where possible, new pipe and/or catch basins may be tied into existing draintile, however the exact location and condition of tile on the golf course is unknown. Contractor shall be responsible for testing the existing drainage system prior to any tie-ins to ensure that it is functioning properly. Where new drainage is tied into an existing tile, a new basin shall be installed or a proper fitting shall be used for the connection ("y" or "t").

All existing functional draintile encountered during construction shall remain undisturbed or shall be tied into the new drainage system. Where applicable, existing basin rims shall be adjusted to meet any new grades.

PROPOSED CONTOUR

2" SLIT DRAINAGE

4" N-12 (PERF) DRAIN PIPE

4" N-12 (SOLID) DRAIN PIPE

6" N-12 (SOLID) DRAIN PIPE

8" N-12 (SOLID) DRAIN PIPE

12" CB OR SUMP (SUMP NOTED)

24" CB OR SUMP (SUMP NOTED)

4" INSPECTION

SILT FENCE

HAUL ROAD

TRACKING PAD

Work limits shall be clearly located by the Contractor prior to start of construction. Location of golf course features to be verified in the field by the Golf Course Architect. The Golf Course Architect reserves the right to make alterations in the grading to improve playability and golf values.

A 6" layer of topsoil shall be stripped and replaced in all grading areas. Areas within work limits that are not being graded, if applicable, do not need to be stripped of topsoil. No topsoil shall be replaced until final grades are approved.

Existing bunker sand shall be buried in the work zone and/or incorporated into the soil profile during grading and shaping. Contractor shall be responsible for creating a final medium suitable for building and compacting subgrade shapes and plating all turf areas with 6" of topsoil suitable as a growing medium.

The grading as depicted on the plans has been designed to balance within individual work areas. In a few areas, excess dirt will be generated and shall be hauled by the Contractor to the proposed forward teeing areas or as otherwise needed to complete proposed fills. If any excess sand/dirt is encountered and not needed, it may be hauled to nearby out of play areas as directed by the Owner, where it will be shaped into mounds and seeded to fescue.

The Golf Course Architect's earthwork quantity estimates are available upon request, however all final earthwork calculations are the responsibility of the Contractor, who shall supply all materials and work necessary to complete the project as drawn and specified.

The short-game green shall be built with 8" of approved mix (see specs) and 2" slit drainage on 10' centers, backfilled with greensmix. *The alternate option putting green expansion shall be built the same way.

SHORT-GAME GREEN DETAIL (1"=30')

Fi na l P la n S et

TA

Q 9-

-2

FO

R P

E R

M

IT

-2

PG

NG

A

D

D

D

CC

CENTRAL, WEATHER

STATION, AND PUMP

STATION ANTENNAS -

ACTUAL LOCATION BY

OWNER

4"

4"

8"

12" 10"

12"

4"

12"

12"

10" 8"

4"

6" 8"

6"

6"

8"

6"

4"

6"

6"

8"

8"

8"

8"

8"

4" 8"

8"

4"

Fairway grassing adjustments by Owner

Fairway grassing adjustments by Owner

Fairway grassing adjustments by Owner

Fairway grassing adjustments by Owner

Fairway grassing adjustments by Owner

Fairway grassing adjustments by Owner

Fairway grassing adjustments by Owner

Fairway grassing adjustments by Owner

Fairway grassing adjustments by Owner

CONSTRUCTION

STAGING

LEGEND

EXISTING GAS LINE

EXISTING CONTOUR

EXISTING IRRIGATION

BR

IG

HT

O

N D

AL

E

LI

N

KS

C

O M

PL

EX

KE

N

O

SH

A

CO

U N

TY

, W

I

D at e:

B y:

R em ar ks

N O

R

TH

R O

S E

A V

E P

A R

K R

ID

G

E , I

L

Q U

IT

N

O G

O

LF

.C O

M

7.

1.

0' iti al P la n

S et

TA

Q

R3

W

SN

E

RESTORATION

PLAN

0'

0'

6-

-2

P R

O P

E R

TY

O

W N

E R

KE

N

O

SH

A

CO

U N

TY

, W

IS

CO

N

SI

N

TH

S

TR

EE

T

W

IN

DS

O

R, W

I 5

-9

W W

W .K

EN

O

SH

AC

O U

N

TY

.O

RG

W W

W .G

O

LF

BR

IG

HT

O

N

DA

LE

.C

O M

Re d

Pi ne

Re st or at io n Pl an

NOTES

All final bunker perimeters shall be painted by the Golf Course Architect, The Better Billy Bunker aggregate lining system shall be installed in all bunkers by a Certified BBB Installer. See specifications and detail sheet for more info on bunker construction.

All prep work, seeding, mulching and sodding shall be completed by the Contractor.

Contractor shall laser-level finish tee surfaces to a 1% slope to either the front or back depending on field conditions and as directed by the Golf Course Architect.

Synthetic tee in range shall be 15' wide x 150' long. Base for synthetic tee shall be concrete. See Details and specifications for more info.

Fairways, tees and rough areas shall be sodded using a bluegrass mixture, see specifications for preferred turf types. Those rough areas shown as seed shall use a bluegrass mixture and shall be covered with Flexterra hydromulch. See specs for all seeding and mulch rates.

Fairway adjustments shown outside of the work limits shall be completed by Owner.

Any spoil stockpile areas, if applicable, shall be shaped into mounds and seeded with a fine fescue blend then covered with Flexterra hydromulch, see specifications for preferred seed and mulch rates.

Haul roads shall be repaired to level grade and re-grassed by Contractor. See Removal Plan for all notes on haul roads.

All drain tile lines run outside of the construction limits shall be stripped and replaced with existing sod. Where sod is not salvagable, new sod shall be used. All drain tile lines crossing existing cartpaths shall be cold patched, see Drainage Plan for more information.

New gravel paths shall be installed to 5" compacted depth of CA6 stone, recycled gravel from on-site, or approved equal.

WORK LIMITS

BLUEGRASS SOD

BLUEGRASS SEED/MULCH

BENT SEED

BENT SOD

BUNKER SAND

NEW GRAVEL PATH

HAUL ROAD

TRACKING PAD

Fi na l P la n S et

TA

Q 9-

-2

FO

R P

E R

M

IT

-2

BR

IG

HT

O

N D

AL

E

LI

N

KS

C

O M

PL

EX

KE

N

O

SH

A

CO

U N

TY

, W

I

D at e:

B y:

R em ar ks

N O

R

TH

R O

S E

A V

E P

A R

K R

ID

G

E , I

L

Q U

IT

N

O G

O

LF

.C O

M

7.

1.

0' iti al P la n

S et

TA

Q

Sheet No.

R4

W

SN

E

CONSTRUCTION

DETAILS

0'

0'

6-

-2

P R

O P

E R

TY

O

W N

E R

KE

N

O

SH

A

CO

U N

TY

, W

IS

CO

N

SI

N

TH

S

TR

EE

T

W

IN

DS

O

R, W

I 5

-9

W W

W .K

EN

O

SH

AC

O U

N

TY

.O

RG

W W

W .G

O

LF

BR

IG

HT

O

N

DA

LE

.C

O M

Re d

Pi ne

Co ns tr uc tio n De ta ils

4" N-12 BUNKER INSPECTION

TYPICAL BUNKER CONSTRUCTION

6" VERTICAL EDGE

ENSURE BUNKER BOTTOM IS

PITCHED TOWARD DRAINTILE

NEW SAND TO BE PLACED AT 6" COMPACTED

6" VERTICAL EDGE

4" PERFORATED N-12 BUNKER TILE DRAIN

DEPTH IN BUNKER BOTTOM AND

2" BETTER BILLY BUNKER LINER

INSTALLED BY CERTIFIED CONTRACTOR

ARCHITECT'S RECOMMENDED EQUATION FOR

INTERIOR DRAINTILE QUANTITIES: 65 lf per 1,000 sf of bunker

4" COMPACTED DEPTH ALONG EDGES

AND FACES

(OR EQUAL)

BELOW PIPE INVERT

ALLOW 6" MINIMUM CATCH

OPTION: ADD COARSE SAND FOR

6" TOPSOIL

SET FLUSH WITH GRADE FOLLOWING

RISER LENGTH AS NEEDED

POURED CONCRETE

COMPACTED GRAVEL BASE TO EXTEND

12" OR 24" ADS N-12 PIPE, PERFORATED

2" TO 8" N-12 PIPE OR

12" OR 24" N-12 CATCH BASIN

DRAIN TILE PER PLANS

PEA GRAVEL OUT MIN. 6" FROM

CATCH BASIN EDGE

6" BELOW BOTTOM OF CATCH BASIN

EXPANDING FOAM, GROUT OR GLUE SPRAYED

AROUND PIPE TO FORM WATER TIGHT SEAL

MAX. 1"

(ENSURE TIGHT, NON-SLIP FIT)

TURF ESTABLISHMENTLEAVE 12" +/- EXPOSED SECTION DURING

CONSTRUCTION FOR ADDITIONAL SILT PROTECTION

(HEIGHT VARIES DEPENDING ON GRADE)

PILE PEA GRAVEL AROUND BASIN TO

FILTER SILT. REMOVE AFTER CUTTING

BASIN TO GRADE PRIOR TO GRASSING

PROPERLY SIZED CAST IRON GRATE FOR 12" OR 24"

FINISH GRADE

TOPSOIL

4" TO 8" N-12 DRAINTILE AS SHOWN ON PLANS

BOTTOM TO BE LEFT OPEN TO PEA GRAVEL

PEA GRAVEL SUMP MINIMUM 12" OUTSIDE EDGES OF RISER

COMPACTED BASE

DEPTH TO BE DETERMINED IN THE FIELD

INVERT OF PIPE TO BE MINIMUM OF 6" ABOVE GRAVEL

APPROVED DUCTILE IRON FRAME OR FRAME/GRATE

12" OR 24" ADS N-12 PIPE, PERFORATED

RISER LENGTH AS NEEDED

(OR EQUAL)

SET FLUSH WITH FINSH GRADE

EXPANDING FOAM, GROUT OR GLUE SPRAYED

AROUND PIPE TO FORM TIGHT SEAL

TEE SURFACE

TO HAVE 1% SLOPE

(DIRECTION PER SPOT EL.)

SUBGRADE

6" TOPSOIL

SLOPE TO TEE

TOPSOIL

TEE CONSTRUCTION

SOD SURFACES

LASER LEVEL TEE SURFACE

TIE INTO EXISTING BASIN OR TILE

2" TURF FLOW PIPE BY HANCOR (OR EQUAL)

LAYOUT T.B.D. BY INSTALLER IN FIELD)

2" TURF FLOW PERIMETER PIPE BY HANCOR (OR EQUAL)

LATERALS PLACED ON 10' CENTERS (ACTUAL

TEES AND COUPLERS BY HANCOR (OR EQUAL)

PROVIDE BLOWOUT USING TEE OR

ELBOW WITH PERFORATED CAP.

REMOVE AND REPLACE SOD ON TRENCHES

LOCATED OUTSIDE OF PROJECT LIMITS.

GREEN CONSTRUCTION AND EXPANSION

10'-0"

14" TO 16" (TYP)

8" SPECIFIED MIX TO BE PLACED IN GREEN

OVER 6" NATIVE TOPSOIL

NOTCH FOR SOD

BLUEGRASS SOD

SEE PLAN TO CONFIRM MAINLINE PIPE SIZES

GREENS SLIT DRAINAGE - PLAN VIEW

APPROVED PLASTIC GRATE

5" COMPACTED

CRUSHED LIMESTONE

PITCH 2% TOWARDS LOW GRADE

GRAVEL CARTPATH

SIZE PER PLANS (8'-12')

SET FLUSH WITH GRADE

TOPSOIL

4" N-12 DRAIN TILE

SUBGRADE

4" N-12 SOLID DRAIN TILE

FINISH GRADE

4" N-12 TEE

LENGTH VARIES

TIE INTO EXISTING BASIN OR TILE

2" TURF FLOW PIPE BY HANCOR (OR EQUAL)

LAYOUT T.B.D. BY INSTALLER IN FIELD)

LATERALS PLACED ON 12' CENTERS (ACTUAL

REMOVE AND REPLACE SOD ON TRENCHES

18" - 24" DEPTH, BACKFILL WITH COARSE SAND

FAIRWAY SLIT DRAINAGE - PLAN VIEW

MINIMIZE IRRIGATION CROSSINGS BY

RUNNING PARALLEL WHEN POSSIBLE

WHILE STILL ENSURING SEEPAGE CAPTURE

4" N-12 PERFORATED DRAINTILE

BACKFILL LAST 6" WITH TOPSOIL

NATIVE SOIL BACKFILL

4" FRENCH DRAIN SECTION

1/4" - 1/2" WASHED STONE (PEA GRAVEL)

LINE TRENCH SIDES AND BOTTOM ADJACENT

TO PEA GRAVEL WITH TENSAR / NORTH AMERICAN

4"

4"

MIN 12"

1"

6"

GREEN BIONET S75BN EROSION CONTROL BLANKET

(OR APPROVED EQUAL)

1" LAYER LOOSE STRAW (OPTIONAL)

FILTER FABRIC

EXTEND FABRIC

BELOW SURFACE IN A

WOOD POST (4.0' X 1-1/2" X 3-1/2" MIN.)FLOW

6" X 6" TRENCH

SILT FENCE DETAIL

(MAXIMUM 3 FEET ON CENTER)

BETTER INFILTRATION

12" OR 24" N-12 GRAVEL SUMP

(GREEN AND EXPANSIONS)

3" WIDE TRENCH, 14" TO

16" DEEP, 2" DRAINTILE

PLACED AT BOTTOM,

BACKFILL WITH SPECIFIED

MIX TO TOP OF TRENCH

SLIT DRAINAGE SYSTEM

10'-0" 10'-0"

Fi na l P la n S et

TA

Q 9-

-2

TRACKING PAD

FO

R

P E

R M

IT

-2