Plans.pdf

CITY OF ROCHESTER HILLS

DEPARTMENT OF PARKS & NATURAL RESOURCES

OAKLAND COUNTY, MICHIGAN

SPENCER PARK DAY USE IMPROVEMENTS

GENERAL PROVISIONS

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN

ACCORDANCE WITH THE PROPOSAL AND ACCOMPANYING SPECIFICATIONS

FOR THIS PROJECT INCLUDING THE 2020 MICHIGAN DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION.

PLACING OF TRAFFIC CONTROL SIGNS SHALL BE DONE IN ACCORDANCE

WITH THE CURRENT VERSION OF THE MICHIGAN MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES. THIS WORK WILL BE DONE PRIOR TO THE

FINAL ACCEPTANCE OF THIS PROJECT.

THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS

TAKEN FROM THE BEST AVAILABLE DATA. THE CITY OF ROCHESTER HILLS

WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATIONS FROM THE

LOCATIONS SHOWN. PURSUANT TO ACT 174 OF THE PA OF 2013 AS A

CONDITION OF THIS CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG

PRIOR TO UNDERGROUND WORK TO BE PERFORMED IN ACCORDANCE

WITH THIS CONTRACT.

PHONE (800) 482-7171 OR (248) 647-7344 OR 811.

DEPARTMENT OF PARKS &

NATURAL RESOURCES

1000 ROCHESTER HILLS DRIVE,

ROCHESTER HILLS, MI 48309

(248) 656-4685

DPS@ROCHESTERHILLS.ORG

Civil Engineer NF Engineers 46777 Woodward Avenue Pontiac, MI 48342

Contact: Steven Sutton, P.E.

Phone: (248) 635-6571 Fax: (248) 332-8257 E-mail: swsutton@nfe-engr.com

NF

ENGINEERS

ENGINEER'S SEAL

PROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITSPROJECT PERMITS

PROPERTY LEGAL DESCRIPTION

SHEET INDEX

BENCHMARK

LEGEND

NF

N

SCALE:

Know what's below Call before you dig.

R

SEAL

02/19/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (844) 416-3364

Fax. (248) 332-8257

WWW.Nfe-engr.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Day Use Improvements

N762-01

2025/02/19 SITE PLAN

CITY FILE #25-0091 SECTION 36

2025/06/02 BID DOCUMENTS

C1

E. Oshaben

M. Wilson

S. Sutton

1" = 60' 03060 30 60 90

Overall Improvements Plan

DAY USE BUILDING IMPROVEMENTS

SHEET C2-C8

KAYAK LAUNCH

SHEET C8-C10

ACCESSIBLE PATH

TO KAYAK LAUNCH

SCALE:

Know what's below Call before you dig.

R

SEAL

02/19/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (844) 416-3364

Fax. (248) 332-8257

WWW.Nfe-engr.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Day Use Improvements

N762-01

2025/02/19 SITE PLAN

2025/06/02 BID DOCUMENTS

C2

C. Michals

S. Sutton

1" = 10' 0510 5 10 5

Boat House - Topographic Survey

NF

N

TOPOGRAPHIC SURVEY NOTES

LEGEND

PAVING LEGEND

2SB-

1SB-

SCALE:

Know what's below Call before you dig.

R

SEAL

02/19/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (844) 416-3364

Fax. (248) 332-8257

WWW.Nfe-engr.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Day Use Improvements

N762-01

2025/02/19 SITE PLAN

2025/06/02 BID DOCUMENTS

C3

M. Wilson

1" = 10' 0510 5 10 5

Day Use Building - Demolition & Soil Erosion Soil Control Plan

LEGEND - EXISTING

NF

N

BORING LEGEND

E. Oshaben

S. Sutton

LEGEND

CONSTRUCTION SEQUENCE / TIMING SCHEDULE

SILT FENCE DETAIL

SECTION A-A

FRONT VIEW

PLAN VIEW

SECTION B-B

SILT SACK FILTER DETAIL

BAG DETAIL

INSTALLATION DETAIL

TEMPORARY CRUSHED CONCRETE

CONSTRUCTION ACCESS ROAD

EX. ASPHALT SIDEW

ALK

INLET FILTER NOTES

NOTES

SOIL DATA

STREET CLEANING SCHEDULE (MINIMUM REQUIREMENT)

1SB-

BENCHMARK

2SB-

1SB-

SCALE:

Know what's below Call before you dig.

R

SEAL

02/19/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (844) 416-3364

Fax. (248) 332-8257

WWW.Nfe-engr.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Day Use Improvements

N762-01

2025/02/19 SITE PLAN

CITY FILE #25-0091 SECTION 36

2025/06/02 BID DOCUMENTS

C4

E. Oshaben

M. Wilson

S. Sutton

1" = 10' 0510 5 10 5

Day Use Building - Improvements Plan

PAVING LEGEND

LEGEND

NF

N

CONCRETE SIDEWALK SECTION

THICKENED EDGE CONCRETE WALK SECTION

SIDEWALK JOINT DETAIL

HEAVY-DUTY RECYCLED PLASTIC PARK BENCH

COMPOSITE BENCH

HANDRAIL LEGEND

STORMWATER RUNOFF

Day Use Building - Details

C5-

SCALE:

Know what's below Call before you dig.

R

SEAL

02/19/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (844) 416-3364

Fax. (248) 332-8257

WWW.Nfe-engr.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Day Use Improvements

N762-01

2025/02/19 SITE PLAN

CITY FILE #25-0091 SECTION 36

2025/06/02 BID DOCUMENTS

N.T.S.

ADJUSTED RAMP - PLAN VIEW

COMPOSITE DECK - SECTION A-A COMPOSITE DECK - SECTION B-B COMPOSITE DECK - SECTION C-C

COMPOSITE RAMP - SECTION D-D

CONCRETE DECKING ON FORM-DECK

CONCRETE DECK - SECTION

ADJUSTED RAMP - PROFILE

Structural & Timbertech Details

C6-

SCALE:

Know what's below Call before you dig.

R

SEAL

02/19/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (844) 416-3364

Fax. (248) 332-8257

WWW.Nfe-engr.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Day Use Improvements

N762-01

2025/02/19 SITE PLAN

CITY FILE #25-0091 SECTION 36

2025/06/02 BID DOCUMENTS

N.T.S.

Gatordock Aluminum Fishing Rail Details

C7-

SCALE:

Know what's below Call before you dig.

R

SEAL

02/19/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (844) 416-3364

Fax. (248) 332-8257

WWW.Nfe-engr.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Day Use Improvements

N762-01

2025/02/19 SITE PLAN

CITY FILE #25-0091 SECTION 36

2025/06/02 BID DOCUMENTS

N.T.S.

Kayak Launch - Topographic Survey

C8-

SCALE:

Know what's below Call before you dig.

R

SEAL

02/19/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (844) 416-3364

Fax. (248) 332-8257

WWW.Nfe-engr.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Kayak Launch

N762-01

2025/02/19 SITE PLAN

CITY FILE #25-0091 SECTION 36

2025/06/02 BID DOCUMENTS

1" = 10' 0510 5 10 5

NF

N

C. MichalsLEGEND

TOPOGRAPHIC SURVEY NOTES

SCALE:

Know what's below Call before you dig.

R

SEAL

02/19/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (844) 416-3364

Fax. (248) 332-8257

WWW.Nfe-engr.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Kayak Launch

N762-01

2025/02/19 SITE PLAN

CITY FILE #25-0091 SECTION 36

2025/06/02 BID DOCUMENTS

C9

Kayak Launch - Demolition & SESC Plan

1" = 10' 0510 5 10 5

E. Oshaben

E. Oshaben

S. Sutton

LEGEND

LEGEND - REMOVALS

SOIL EROSION CONTROL

SILTFENCE DETAIL

SECTION A-A

FRONT VIEW

PLAN VIEW

SECTION B-B

CONSTRUCTION SEQUENCE

STREET CLEANING SCHEDULE (MINIMUM REQUIREMENT)

LEGEND - SOIL EROSION

PAVING LEGEND

LEGEND

SCALE:

Know what's below Call before you dig.

R

SEAL

02/19/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (844) 416-3364

Fax. (248) 332-8257

WWW.Nfe-engr.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Kayak Launch

N762-01

2025/02/19 SITE PLAN

CITY FILE #25-0091 SECTION 36

2025/06/02 BID DOCUMENTS

C10

E. Oshaben

M. Wilson

S. Sutton

1" = 10' 0510 5 10 5

Kayak Launch - Site Improvements Plan

GANGWAY CONCRETE ABUTMENT PAD CROSS SECTION EZ DOCK FLOATING KAYAK - ADA LAUNCH DRIVE THRU WITH TRANSFER BENCH AND PLATFORM

ALUMINUM HD GANGWAY AND THRU FLOW DECKING EZ DOCK FLOATING KAYAK LAUNCH - ADA DRIVE THRU CONFIGURATION

- PROPOSED 5' X 28' ALUMINUM GANGWAY

EZ LAUNCH INSTRUCTION BOARD

ALUMINUM GANGWAY HING AND BOLT

WITH HEAVY DUTY ALUMINUM HAND RAILS AND THRU FLOW DECKING

CONCRETE SIDEWALK SECTION

CONCRETE RAMP DETAIL

BENCHMARK

BENCHMARK

eoshaben Rectangle

NF

N

PLANT MIX, 10-12" DEEP

AS SPECIFIED

MULCH 2" DEPTH W/ SHREDDED

HARDWOOD BARK MULCH. MULCH

SHALL BE NATURAL IN COLOR.

NTS

ORNAMENTAL GRASS PLANTING DETAIL

UNDISTURBED SUBGRADE

ORNAMENTAL GRASSES SPACED

ACCORDING TO PLANTING PLAN

SHALL BE NATURAL IN COLOR.

HARDWOOD BARK MULCH. MULCH

MULCH 3" DEPTH W/ SHREDDED

1/3 OF ROOTBALL.

FOLD DOWN ALL BURLAP FROM TOP

REMOVE ALL NON-BIODEGRADABLE

6"

NTS

SHRUB PLANTING DETAIL

UNDISTURBED SOIL

SCARIFY SUBGRADE

MATERIALS FROM THE ROOTBALL.

PLANTING MIX, AS SPECIFIED

EARTH SAUCER AROUND SHRUB

NOTES:

TREE SHALL BEAR SAME

RELATION TO FINISH GRADE

AS IT BORE ORIGINALLY.

DO NOT PRUNE TERMINAL LEADER.

PRUNE ONLY DEAD OR BROKEN

BRANCHES.

REMOVE ALL TAGS, STRING,

PLASTIC AND OTHER MATERIALS

MAINTAIN 2" CLEAR AREA FROM STEM

DECIDUOUS SHRUB

GENERAL LANDSCAPE NOTES

1. LANDSCAPE CONTRACTOR SHALL VISIT SITE, INSPECT EXISTING CONDITIONS

AND REVIEW PROPOSED PLANTING AND RELATED WORK. IN CASE OF

DISCREPANCY BETWEEN PLAN AND PLANT LIST, THE PLAN SHALL

GOVERN QUANTITIES. CONTACT THE LANDSCAPE ARCHITECT WITH ANY

CONCERNS.

2. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ON-SITE UTILITIES

PRIOR TO BEGINNING CONSTRUCTION ON HIS/HER PHASE OF WORK. ANY

DAMAGE OR INTERUPTION OF SERVICES SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR.

3. THE CONTRACTOR SHALL COORDINATE ALL RELATED ACTIVITIES WITH

OTHER TRADES, AND SHALL REPORT ANY UNACCEPTACBLE SITE CONDITIONS

TO THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT.

4. PLANTS SHALL BE FULL, WELL-BRANCHED, AND IN HEALTHY VIGOROUS

GROWING CONDITION.

5. PLANTS SHALL BE WATERED BEFORE AND AFTER PLANTING IS COMPLETE.

6. ALL TREES MUST BE STAKED, FERTILIZED AND MULCHED AND SHALL BE

GUARANTEED TO EXHIBIT A NORMAL GROWTH CYCLE FOR AT LEAST ONE (1)

YEAR FOLLOWING PLANTING.

7. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED IN THE MOST

RECENT EDITION OF THE "AMERICAN STANDARDS FOR NURSERY STOCK".

8. CONTRACTOR WILL SUPPLY FINISHED GRADE AND EXCAVATE AS NECESSARY TO

SUPPLY PLANT MIX DEPTH IN ALL PLANTING BEDS AS INDICATED IN PLANT DETAILS

AND A DEPTH OF 3" IN ALL LAWN AREAS.

9. PROVIDE CLEAN BACKFILL SOIL, USING MATERIAL STOCKPILED ON-SITE. SOIL

SHALL BE SCREENED AND FREE OF DEBRIS, FOREIGN MATERIAL, AND STONE.

10. SLOW-RELEASE FERTILIZER SHALL BE ADDED TO THE PLANT PITS BEFORE

BEING BACKFILLED. APPLICATION SHALL BE AT THE MANUFACTURERS RECOMMENDED

RATES.

11. AMENDED PLANT MIX (PREPARED TOPSOIL) SHALL CONSIST OF 1/3 SCREENED TOPSOIL,

1/3 SAND, AND 1/3 COMPOSTED MANURE (DAIRY DOO OR EQUAL), MIXED WELL AND

SPREAD TO A DEPTH AS INDICATED IN PLANTING DETAILS.

12. ALL PLANTINGS SHALL BE MULCHED WITH SHREDDED HARDWOOD BARK, SPREAD TO

A DEPTH OF 3" FOR TREES AND SHRUBS, AND 2" ON ANNUALS, PERENNIALS, AND

GROUNDCOVER PLANTINGS. MULCH SHALL BE FREE FROM DEBRIS AND FOREIGN

MATERIAL, AND PIECES ON INCONSISTENT SIZE.

13. NO SUBSTITUTIONS OR CHANGES OF LOCATION, OR PLANT TYPE SHALL BE MADE

WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE.

14. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN

THE PLANS AND FIELD CONDITIONS PRIOR TO INSTALLATION.

15. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL PLANT

MATERIAL IN A VERTICAL CONDITION THROUGHOUT THE GUARANTEED PERIOD.

16. THE LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE SHALL HAVE THE RIGHT

TO REJECT ANY WORK OR MATERIAL THAT DOES NOT MEET THE REQUIREMENTS OF

THE PLANS AND/OR SPECIFICATIONS.

17. THE LANDSCAPE CONTRACTOR SHALL SEED AND MULCH OR SOD (AS INDICATED ON

PLANS) ALL AREAS DESIGNATED AS SUCH ON THE PLANS, THROUGHOUT THE CONTRACT

LIMITS. FURTHER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING AREAS

DISTURBED DURING CONSTRUCTION, NOT IN THE CONTRACT LIMITS, TO EQUAL OR

GREATER CONDITION.

18. ALL LANDSCAPE AREAS SHALL HAVE PROPER DRAINAGE THAT PREVENTS EXCESSIVE

WATER FROM PONDING ON LAWN AREAS OR AROUND TREES AND SHRUBS.

19. ALL LANDSCAPE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC UNDERGROUND

SYSTEM.

PLANT SCHEDULE

QTYKEY BOTANICAL/COMMON NAME SIZE SPACING ROOT COMMENT

GRASSES

Shenandoah Switch Grass Panicum virgatum 'Shenandoah'PV 8

Tara Prairie Dropseed Sporobolus heterolepis 'Tara'SH 97 2 GAL 18" OC CONT TRIANGULAR SPACING

3 GAL 30" OC CONT WELL-ROOTED

TREES

Tulip Tree Liriodendron tulipiferaLT 1 2.5" CAL B&B FULLY BRANCHED

PERENNIAL PLUGS

AI 75 Swamp Milkweed Asclepias incarnata 1-7/8" PLUGRANDOM

HH False Sunflower Heliopsis helianthoides 1-7/8" PLUG

1-7/8" PLUG

MF Wild Bergamot Monarda fistulosa75

RANDOM

RANDOM

SHRUBS

Black Chokeberry Aronia melanocarpaAM 9

Red twig Dogwood Cornus sericeaCS 5 3 GAL CONT

3 GAL CONT WELL-ROOTED

WELL-ROOTED

SEE PLAN

SEE PLAN

SCALE:

Know what's below Call before you dig.

R

SEAL

1/16/2025

PROJECT

CLIENT

PROJECT LOCATION

SHEET

DATE ISSUED/REVISED

DRAWN BY:

DESIGNED BY:

APPROVED BY:

DATE:

sheet no.NFE JOB NO.

NF

civil Engineers

Land Surveyors

Land Planners

ENGINEERS

NOWAK & FRAUS ENGINEERS

46777 Woodward Ave.

Pontiac, MI 48342-5032

Tel. (248) 332-7931

Fax. (248) 332-8257

WWW.NOWAKFRAUS.COM

Part of the SW 1 4 of Section 36 T. 3N, R. 11E City of Rochester Hills, Oakland County, Michigan

City of Rochester Hills

Spencer Park Site Improvements

N762-01 L1

M. Sandberg

S. Sutton

1" = 10' 0510 5 10 5

Boat House - Landscape Plan

M. Sandberg

GENERAL SEED NOTE:

ALL LAWN AREAS DESIGNATED TO BE SEEDED, SHALL BE HYDRO-SEEDED

WITH SPECIFIED BLENDS, AND STABILIZED WITH WOOD CELLULOSE FIBER MULCH

(2,000 LBS PER ACRE) . IN AREAS SUBJECT TO EROSION, SEEDED LAWN SHALL

BE FURTHER STABILIZED WHERE NECESSARY WITH BIODEGRADABLE EROSION

BLANKET AND STAKED UNTIL ESTABLISHED. ALL SEED SHALL BE APPLIED OVER A

MINIMUM 3" PREPARED TOPSOIL, AND SHALL BE KEPT MOIST AND WATERED DAILY

UNTIL ESTABLISHED.

SEEDING INSTALLATION SHALL OCCUR ONLY:

SPRING: APRIL1 TO JUNE1

FALL: AUGUST 15 TO OCTOBER 15

LOW-GROW LAWN MIX:

ALL LAWN AREAS DESIGNATED TO BE SEEDED, SHALL BE

HYDROSEEDED WITH LOW-GROW LAWN SEED MIX, AT A

* MIX IS COMPRISED OF

22.8% PENNLAWN RED FESCUE

22.5% CREEPING RED FESCUE

21.7% CHEWINGS FESCUE

11.8% VICTORY II CHEWINGS FESCUE

9.8% SPARTAN HEAD FESCUE

9.9% AZAY SHEEPS FESCUE

RESTORE EXISTING LAWN AREAS W/ SEED AND MULCH

KEY LEGEND

3" DEPTH DOUBLE SHREDDED HARDWOOD BARK MULCH

1 NEW LAWN AREAS TO BE LOW-GROW SEED ON 3" TOPSOIL

PLANT MIX SPECIFICATION

STANDARD PLANT MIX BACKFILL SHALL BE PROVIDED FOR ALL

PROPOSED PLANTINGS. ONE CUBIC YARD OF PLANT MIX SHALL

BE COMPOSED OF:

1/3 SCREENED TOPSOIL

1/3 CLEAN COARSE SAND

1/3 PEAT MOSS

PLANT MIX TYPE 'A' : TREE AND SHRUB PLANT BEDS SHALL BE AMENDED

W/ OSMOCOTE 18-6-12 SLOW RELEASE FERTILIZER PER MANUFACTURER

PLANT MIX TYPE 'B' : ANNUAL, PERENNIAL AND GROUNDCOVER

PLANT BEDS SHALL INCLUDE STANDARD MIX WITH THE AMENDMENTS

AND AT THE RATES DESCRIBED BELOW:

1. "DAIRY DOO"; OR APPROVED EQUAL APPLIED

AT THE MANUFACTURERS RECOMMENDED RATES

2. 13:13:13 FERTILIZER; APPLIED AT THE MANUFACTURERS

RECOMMENDED RATES

3. BONE MEAL; APPLIED AT 5 LBS PER CUBIC YARD OF SOIL

MIX

NF

N

ALL LAWN AREAS DISTURBED AS PART

OF CONSTRUCTION SHALL BE SEED

ON MIN 3" TOPSOIL

EXISTING TREES SHALL HAVE 4'

WIDE MULCH RING, W/ 3" DEPTH

SHREDDED HARDWOOD BARK

MULCH

37-SH

4-PV

ALL PROPOSED PLANT BEDS

TO BE FINISHED W/ 3" DEPTH

SHREDDED HARDWOOD BARK

MULCH, TYPICAL

PROPOSED NEW LAWN AREAS

TO BE LOW-GROW SEED MIX

SOWN ON 3" MIN TOPSOIL

RAILINGS PER CIVIL

DRAWINGS

EXISTING TREES TO REMAIN

SHALL BE PROTECTED W/ 4' HT

ORANGE SNOW FENCE

PROPOSED NEW LAWN AREAS

TO BE LOW-GROW SEED MIX

SOWN ON 3" MIN TOPSOIL

1-LT

28-SH

4-PV

4-SH

ALL PROPOSED PLANT BEDS

TO BE FINISHED W/ 3" DEPTH

SHREDDED HARDWOOD BARK

MULCH, TYPICAL

LIMESTONE OUTCROPPING

SEE GRADING PLAN FOR TOP

OF STONE ELEVATION, EXACT

NUMBER OF STONES MAY VARY

SEE PLAN, TYPICAL

COMPACTED MDOT 6A

AGGREGATE BASE, 4-6" DEPTH

NATURAL LIMESTONE SLABS

VARYING HEIGHT: 8" TO 24"

VARYING LENGTH: 36" TO 72"

AGGREGATE BASE TO BE WRAPPED

W/ FILTER FABRIC, TYPICAL

OUTCROPPING NOTES:

1. STONE SHALL BE NATURAL LIMESTONE OF HOMOGENOUS COMPOSITION THROUGHOUT WITH

MODERATE SHADING AND VEINING.

2. IN GENERAL, STONE SHALL HAVE A ROUGHLY RECTANGULAR SHAPE WITH MINIMUM

CROSS-SECTION DIMENSIONS OF 8" X 16", AND RANGE FROM 36" TO 72" IN LENGTH.

3. SURFACES AND SIDES SHALL BE NATURAL OR ROUGH.

4. COLOR MAY VARY FOR A NATURAL EFFECT.

N.T.S.

FINISH GRADE SEE

CIVIL DRAWINGS

COMPACTED SUBGRADE

2" TOPSOIL (MIN.) MIXED WITH

NATIVE SOIL, 4-6" DEPTH

NATURAL LIMESTONE SLAB OUTCROPPING

PLACED IN SINGLE ROW AND/OR STACKED

SIZES AND COLORS TO VARY

SLABS TO BE MIN: 36" L x 18" W x 8" H SLABS TO BE MAX: 72" L x 30" W x 24" H

SEED MIX AVAILABLE:

PRAIRIE MOON NURSERY

FRINGED BROME

AWL-FRUITED SEDGE

VIRGINIA WILD RYE

PORCUPINE SEDGE

BROWN FOX SEDGE

BRISTLY SEDGE

FRINGED SEDGE

SPIKE RUSH

REED MANNA GRASS

COMMON RUSH

DARK-GREEN BULRUSH

RECOMMENDED SEEDING RATE:

65% NATIVE WILDFLOWERS 35% SEDGES & RUSHES

8 LBS/ACRE

www.prairiemoon.com

WINONA, MN 55987

T 866.417.8156

SHORT SEDGE SEED MIX

*CONTAINS 26 WILDFLOWER AND 11 SEDGE & RUSH SPECIES

ROSE MILKWEED

PRAIRIE BLAZING STAR

GREAT BUR REED

BLUE VERVAIN

GOLDEN ALEXANDER

NORTHERN BLUE FLAG

BLACK-EYED SUSAN

CARDINAL FLOWER

BLUE LOBELIA

RIDDELL'S GOLDENROD

SCARLET TOOTHCUP

NTS

PLANT PLUG STAKING DETAIL

2X PLUG WIDTH

PLANT PLUGS SPACED

ACCORDING TO PLANTING PLAN

PLANT MIX, AS SPECIFIED

PLUG STAKE (6" LENGTH)

UNDISTURBED SUBGRADE

RATE OF 5 LBS/1,000 S.F.

PERENNIAL PLUGS AND SHORT SEDGE SEED MIX, OR EQUAL, SOWN4

SHORELINE TO BE PLANTED WITH SHORT SEDGE

SEED MIX AND PERENNIAL PLUGS ON NATIVE

SOIL COMBINED WITH MIN. 2" TOPSOIL.

COVER ENTIRE SEEDED AREA WITH NATURAL

BIODEGRADABLE SOIL EROSION &

SEDIMENTATION CONTROL BLANKETS. CUT

THROUGH BLANKETS TO PLANT PLUGS. PLUG

SPECIES TO BE INTERSPERSED/MIXED

8-SH

20-SH

2-AM

1-AM

2-CS

1-CS

AT A RATE OF 8-10 LBS/ACRE

2-AM

3-AM

1-CS

1-CS

MICHIGAN NATURAL BOULDERS

INTERSPERSED FOR NATURAL APPEARANCE

SIZES AND COLORS TO VARY

BOULDERS TO BE MIN: 24" DIA.

BOULDERS TO BE MAX: 60" DIA.

1-AM

2025-04-18 - REVISED

SLAB STEPS, 5' TO 6' WIDTH

NATURAL LIMESTONE OR

WET-CAST CONCRETE

TREAD TO BE 16" TO 18" MAX.

RISER TO BE 6" TO 7" MAX.