0160-0482_Complete_PlanSet.pdf

Ghesquiere Park Walking Path

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

CIVIL ENGINEERS SURVEYORS ARCHITECTS

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City of Grosse Pointe Woods Wayne County, Michigan

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MACOMB COUNTY

GROSSE POINTE FARMS

CITY OF ST. CLAIR SHORES

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CITY OF DETROIT

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D.P.W. BUILDING

CITY ADMIN. BUILDING

CITY OF

HARPER WOODS

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PROJECT SITE

ROSS T. WILBERDING, P.E. No. 6201068836 DATE

LOCAL AUTHORITY APPROVAL

CITY OF GROSSE POINTE WOODS

"I HEREBY CERTIFY THESE PLANS HAVE BEEN PREPARED UNDER MY

DIRECT SUPERVISION IN ACCORDANCE WITH ACT 240, PUBLIC ACTS

OF 1937 AS AMENDED- STATE OF MICHIGAN."

JIM KOWALSKI, DIRECTOR OF PUBLIC SERVICES DATE

DESIGN & CONSTRUCTION STANDARD

THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE CITY OF GROSSE POINTE WOODS STANDARD SPECIFICATIONS UNLESS MODIFIED BY A SPECIAL

PROVISION.

ALL TRAFFIC CONTROL DEVICES SUCH AS LIGHTED ARROW BOARDS, PLASTIC DRUMS, BARRICADES, TEMPORARY SIGNAGE, AND LANE CLOSURES SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE SUPPLEMENTARY MAINTAINING

TRAFFIC SPECIAL PROVISION.

TITLE SHEET 1

2NOTE SHEET 2

CONSTRUCTION & GRADING PLAN 3 thru 5

ALTERNATE BID CONSTRUCTION PLAN 6

SOIL EROSION & SEDIMENTATION CONTROL 7 thru 10

INDEX TO SHEETS

PROJECT DESCRIPTION

THE PROJECT CONSISTS OF 0.5 MILES OF WALKING PATH CONSTRUCTION. THE CONSTRUCTION WORK INVOLVES GRADING, AGGREGATE BASE AND HMA PLACEMENT ALONG THE PROPOSED PATH ALIGNMENT.

THE PROJECT ALSO INCLUDES SIDEWALK RAMP RECONSTRUCTION, AND OTHER MISCELLANEOUS RELATED

ITEMS OF WORK.

CITY OF GROSSE POINTE WOODS STD. DETAILS

PAVING DETAILS E

JPB RTW NOVEMBER 2024

NOT TO SCALE

0160-0482

GHESQUIERE PARK

WALKING PATH

CITY OF GROSSE POINTE WOODS

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

02_Notes--11/26/2024 8:33:53 AM

M:\0160\0160-0482\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

PUBLIC UTILITIES

The existing utilities listed below and locations of utilities as shown on the plans represent the best information available at the time these plans were prepared. This information does not relieve the contractor of the responsibility to satisfy himself as to their accuracy or of his responsibility to verify all existing utilities within the C.I.A. In case utilities have been constructed or removed since the topographic survey was prepared.

GENERAL NOTES

UTILITIES

MISS DIG/UNDERGROUND UTILITY NOTIFICATION

For the protection of underground utilities and in conformance with Public Act 174 of 2013, the Contractor shall contact MISS DIG System, Inc. by phone at 811 or 800-482-7171 or via the web at either elocate.missdig.org for single address or rte.missdig.org, a minimum of 3 work days prior to excavating, excluding weekends and holidays.

ROW / REAL ESTATE

LAWN SPRINKLER SYSTEMS AND LANDSCAPING

Owners of existing lawn sprinkler systems and/or landscaping shall be notified in advance of any work to be done that will affect those systems and/or landscaping. If the property owner fails to relocate the lawn sprinkler system prior to the Contractor beginning work, the Contractor shall carefully salvage the landscaping items and stockpile them on the property owner’s property for the property owner. If the Contractor cuts the system during the construction, the Contractor shall cap the system pipe and witness the location of the cap with a wooden stake.

DRAINAGE

ILLICIT CONNECTIONS TO STORM WATER SYSTEM

Connections to existing storm conveyance systems not shown on the plans must be reconnected with minimal interruption in service. Size, type and location by station and offset of any suspect illicit discharge observed shall be reported to the Engineer prior to reconnecting. Contractor shall proceed as directed by the Engineer.

EARTHWORK

SOIL EROSION MEASURES

Appropriate soil erosion and sedimentation control measures shall be in place prior to earth-disturbing activities. Place turf establishment items as soon as possible on potential erodable slopes as directed by the Engineer.

BASES

AGGREGATE BASE

Aggregate bases shall be 21AA in accordance with the MDOT 2020 Standard Specifications for Construction.

PAVEMENT

SOIL BORINGS AND/OR PAVEMENT CORES

The soil boring logs and/or pavement cores represent point information. No inference should be made that subsurface or pavement conditions are the same at other locations.

CONCRETE

The type of concrete to be used on this project is Type P1.

LANDSCAPING

All equipment to be used must be approved by the Engineer prior to beginning work.

Storage of equipment and materials will be restricted to areas designated by the Owner.

Branches of all trees to be saved shall not be removed, or damaged by construction equipment. If removal of lower branches is necessary, contact DPW for proper methods.

Contractor shall promptly restore any property damage at no expense to the Owner.

All excavated material will become the property of the Contractor. Any excavated material not used on the project shall be removed from the site and disposed of in accordance with Section 205.03.P. of the 2020 Standard Specification for Construction and any applicable state and/or local ordinances.

No cereal rye seeding shall be used on this project.

SIGNS

GENERAL

All signs shall be installed, removed and/or salvaged according to the current edition of "Michigan Manual on Uniform Traffic Control Devices" and the current edition of Michigan Department of Transportation (MDOT) "Standard Specifications for Construction."

All signs on the plans or in the log that do not have a recommendation are to be retained.

EXISTING SIGN RELOCATION

Any permanent signs requiring relocation due to Contractor operations shall be salvaged and reset by the Contractor at locations designated by the Engineer.

Signs and posts damaged during the removal and storage operations shall be replaced with new signs and posts. The cost of this work shall be borne by the Contractor.

NOTES APPLYING TO STANDARD PLANS

Where the following items are called for on plans, they are to be constructed according to the standard plan series given below opposite each item unless otherwise indicated.

Title

SIDEWALK RAMP AND DETECTABLE WARNING DETAILS

DRIVEWAY OPENINGS & APPROACHES AND CONCRETE

SIDEWALK

SOIL EROSION & SEDIMENTATION CONTROL MEASURES

* Denotes Special Detail

R-28*

R-29

R-96

Plan Series

NAME OF OWNER UTILITY

DETROIT EDISON CO.

TOM KOCH

ONE ENERGY PLAZA

2045 WEB

DETROIT, MI 48226

( 313 ) 235-4432

POWER & ELECTRIC

A.T.&T.

ENGINEERING DEPARTMENT

100 S. MAIN ST., SUITE 314

MT. CLEMENS, MICHIGAN 48043

(586) 466-1024

TELEPHONE & OTHER

COMMUNICATION

SYSTEMS

WAYNE COUNTY DEPARTMENT

OF SERVICES

PETE MILENKOVICH

29900 GODDARD ROAD

DETROIT, MICHIGAN 48241

( 734 ) 955-2154

TRAFFIC SIGNALS

CITY OF GROSSE POINTE WOODS

DEPARTMENT OF PUBLIC WORKS

JIM KOWALSKI

1200 PARKWAY

GROSSE POINTE WOODS, MICHIGAN

48236 ( 313 ) 343-2460

WATER / SEWER

D.T.E. COMMUNITY LIGHTING

DEBRA CAIN

( 313 ) 618-6996

STREET LIGHTS

D.T.E. GAS COMPANY

BASEL DSAZMATI

17150 ALLEN ROAD

MELVINDALE, MICHIGAN 48122

( 248 ) 825-4636

GAS

COMCAST CABLE

WARREN SETTY

6095 WALL STREET

STERLING HEIGHTS, MICHIGAN 48312

( 586 ) 883-7253

CABLE TV

NOTE SHEET

10+00

11+00

12+00

13+00

14+00

15+00

16+00

16+52

20+00

21+00

22+00

23+00

32+00

+0

+0

+1

CONSTRUCTION &

GRADING PLAN

JPB RTW NOVEMBER 2024

1" = 40' HORIZ.

20 40 80

0160-0482

GHESQUIERE PARK

WALKING PATH

CITY OF GROSSE POINTE WOODS

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

03_Const--11/26/2024 8:34:01 AM

M:\0160\0160-0482\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

ESTIMATED QUANTITIES

(STATION 10+00 TO 17+00)

1. Tree, Rem, 6 inch to 18 inch 3 Ea

2. Station Grading 6.5 Sta

3. Aggregate Base, 8 inch 508 Syd

4. HMA, 36A 36 Ton

5. HMA, 4EML 39 Ton

6. Detectable Warning Surface 6 Ft

7. Curb Ramp, Conc, 8 inch 66 Sft

LEGEND

HMA, 36A (1.5") ON

HMA, 4EML (1.5") ON

Aggregate Base, 8 inch

Curb Ramp, Conc, 8 inch

NOT TO SCALE

7'-0" 6'-6" 6'-0"

2.0% MAX. CROSS SLOPE

WALKING PATH DETAIL

SUBGRADE COMPACTED TO 95%

MAXIMUM DRY DENSITY

AND TREATED WITH SOIL STERILANT8" 21AA COMPACTED LIMESTONE

1.5" HMA 36A WEARING

COURSE

1.5" HMA 4EML

LEVELING/BASE COURSE

BOND COAT SS-1H BETWEEN

WEARING AND LEVELING

COURSES @ 0.05 GAL./SYD.

1.0% MIN. CROSS SLOPE

EX. TOPSOIL LAYER VARIES IN THICKNESS

(SEE SOIL BORING LOGS)

REMOVE UNSUITABLE MATERIAL ABOVE THIS LINE

AND PREPARE THE SUBGRADE AS PER THE SPECIAL

PROVISION, INCLUDED IN 'Station Grading'.

T/W 585.58

T/W 585.68

T/W 586.39

T/W 584.46

T/W 584.43 T/W 584.29

T/W 584.62

T/W 584.28

HMA, 36A (1.5") ON

HMA, 4EML (1.5") ON

Aggregate Base, 6 inch

T/W 584.05

T/W 584.58

T/W 584.68

T/W 584.70

T/W 584.45

T/W 584.61

T/W 584.75

T/W 584.89

Curb Ramp, Conc, 8 inch AND Detectable Warning Surface

T/W 584.52

T/W 584.67

T/W 584.05

T/W 584.35

T/W 584.95

MATCH EX. T/C

Tree, Rem, 6 inch to 18 inch

M

SITE

LOCATION MAP

ESTIMATED QUANTITIES

(STATION 20+00 TO 40+00)

1. Station Grading 19.4 Sta

2. Aggregate Base, 8 inch 1,505 Syd

3. HMA, 36A 107 Ton

4. HMA, 4EML 116 Ton

5. Detectable Warning Surface 6 Ft

6. Curb Ramp, Conc, 8 inch 60 Sft

ESTIMATED QUANTITIES

(STATION 50+00 TO 53+00)

1. Station Grading 2.2 Sta

2. Aggregate Base, 8 inch 168 Syd

3. HMA, 36A 10 Ton

4. HMA, 4EML 10 Ton

PLACE SUITABLE MATERIAL TO PROVIDE A

GRADUAL TRANSITION TO EXISTING GRADE.

WITH APPROVAL OF ENGINEER, INCLUDED IN

'Embankment, CIP'

CAUTION:

HAND DIG NEAR

EXISTING STORM TO

VERIFY DEPTH.

CAUTION:

HAND DIG NEAR

EXISTING STORM TO

VERIFY DEPTH.

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MATCH EX. T/W

TRANSITION SLOPE

DIRECTION

TRANSITION SLOPE

DIRECTION

PLAN GRADE (AT HIGH POINT)

REMOVE UNSUITABLE MATERIAL BELOW THIS

LINE AND PREPARE THE SUBGRADE. WITH

APPROVAL OF ENGINEER, INCLUDED IN 'Subgrade Undercutting, Type IV'.

IDENT NO.

36A

PAY ITEM

HMA, 36A

RATE LBS.

SQ. YD.

PERFORMANCE

GRADE

58-22 TOP COURSE

COMMENTS

HMA APPLICATION ESTIMATE

* FOR INFORMATION ONLY (PAYMENT FOR BOND COATS SHALL BE INCLUDED IN HMA MIXTURES)

NOTES:

· HMA MIXTURES SHALL BE PLACED IN LIFTS WHICH DO NOT EXCEED THE MAXIMUM HMA APPLICATION

RATES IN SECTION 501 OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION.

· BOND COATS SHALL BE SS-1H AND SHALL BE APPLIED AT A RATE OF 0.05 GAL/SQUARE YARD BETWEEN

LIFTS.

4EML HMA, 4EML 165 58-22 BASE COURSE

NOTES:

1. NO ATTEMPT IS MADE TO STIPULATE EVERY REQUIRED ITEM OF REMOVAL

AND DEMOLITION EITHER ON DRAWINGS OR IN SPECIFICATIONS. VISIT THE

SITE AND STUDY EXISTING PHYSICAL CONDITIONS, REVIEW DRAWINGS,

AND REACH CONCLUSIONS ON WORK NECESSARY TO ACCOMPLISH

INTENDED RESULTS DESCRIBED BY THE PROJECT DOCUMENTS.

3. ALL DEMOLITION WORK SHALL CONFORM TO GOVERNING AGENCY DESIGN

STANDARDS AND SPECIFICATIONS. COMPLY WITH OSHA REGULATIONS

INSOFAR AS THEY APPLY TO THE REQUIRED WORK.

4. SOIL EROSION AND SILTATION CONTROL MEASURES MUST BE IN PLACE

PRIOR TO STARTING REMOVALS AND EARTH MOVING OPERATIONS. THESE

CONTROL MEASURES SHALL CONFORM IN ALL RESPECTS TO GOVERNING

AGENCY REQUIREMENTS.

5. PROVIDE A DESIGNATED AREA (TO BE APPROVED BY OWNER) FOR

STORAGE OF MATERIALS, EQUIPMENT AND PARKING OF THE REQUIRED

EQUIPMENT. DESIGNATE A TRAFFIC LANE FOR INGRESS AND EGRESS

FROM THE WORK AREA. IF REQUIRED, PROVIDE FLAG MEN FOR A SAFE

AND EFFICIENT MOVEMENT OF VEHICLES. NO CHANGES TO THE WORK

AREA OR TO THE AGREED TRAFFIC PATTERN SHALL BE MADE WITHOUT

PRIOR APPROVAL OF THE OWNER CONSTRUCTION MANAGER. THE

CONSTRUCTION MANAGER WILL SECURE THE APPROVAL FOR SUCH

CHANGES.

6. COMPLETELY RESTORE ALL DISTURBED AREAS TO A CONDITION EQUAL

TO OR BETTER THAN EXISTING CONDITION AND TO THE SATISFACTION OF

THE OWNER AND MUNICIPALITY. ALL COSTS FOR CLEAN-UP, RESTORATION

WORK AND OTHER IMMEDIATE OPERATIONS SUCH AS, BUT NOT LIMITED

TO, CONSTRUCTION SIGNAGE, STREET SWEEPING, AND MAINTAINING

EXISTING UTILITIES SHALL BE THE CONTRACTORS RESPONSIBILITY.

PERFORM RESTORATION WORK WITHIN 5 DAYS AFTER COMPLETION OF

FINAL GRADING.

7. WHERE EXISTING PAVEMENT IS TO BE PARTIALLY REMOVED, SAWCUT

PAVEMENT FULL DEPTH TO PROVIDE A SMOOTH JOINT WITH PROPOSED

PAVEMENT.

8. REMOVE ALL EXISTING UTILITY PIPING SERVICES WITHIN THE DESIGNATED

WORK AREA UNLESS OTHERWISE INDICATED ON THE PLANS. DISCONNECT

FROM PUBLIC UTILITIES IN ACCORDANCE WITH UTILITY OWNER'S

REQUIREMENTS.

9. PROMPTLY REMOVE ALL DEMOLITIONS, REMOVALS, RUBBISH, AND DEBRIS

FROM THE LIMITS OF THE OWNER'S PROPERTY AND DISPOSE IN A LEGAL

MANNER.

10. EXCAVATIONS AND HAZARDOUS AREAS SHALL BE PROTECTED BY

BARRICADES. BARRICADES LEFT IN PLACE AT NIGHT SHALL BE LIGHTED.

11. RESTORE AT CONTRACTOR'S EXPENSE ANY STRUCTURES, PIPE, UTILITY,

PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. WITHIN THE

SITE OR ADJOINING PROPERTIES DISTURBED DURING DEMOLITION OR

CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER, AND TO THE

SATISFACTION OF THE OWNER AND LOCAL MUNICIPALITY. ALL WORK

WITHIN A D.O.T RIGHT-OF-WAY SHALL COMPLY WITH ALL D.O.T

STANDARDS.

12. THE WORK INCLUDED SHALL BE PERFORMED AS INDICATED ON THE

PLANS. STOCKPILING, STORAGE OF MATERIALS AND ACCESS TO THE SITE

SHALL BE COORDINATED WITH THE OWNER.

13. PRESERVE ALL SURVEY STAKES AND PROPERTY LINE MONUMENTS. ANY

STAKES OR MONUMENTS DESTROYED OR DISTURBED IN THE COURSE OF

WORK SHALL BE RESTORED OR REPLACED AT THE CONTRACTOR'S

EXPENSE.

14. ALL EXCAVATION IS CONSIDERED UNCLASSIFIED. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF

CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED.

ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE

OFF-SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL

AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO

COMPLETE THE JOB.

15. OWNER RESERVES THE RIGHT TO SALVAGE EXISTING MATERIALS.

COORDINATE DISPOSAL OF MATERIALS WITH OWNER.

16. BACKFILL TRENCHES RESULTING FROM UNDERGROUND UTILITY REMOVAL

WITH CL-II SAND COMPACTED TO 95% MAX. UNIT WEIGHT.

15+00

16+00

16+52

20+00

21+00

22+00

23+00

+0

+0

+0

+0

+0

+0

30+00

31+00

32+00

+0

+0

+1

CONSTRUCTION &

GRADING PLAN

JPB RTW NOVEMBER 2024

1" = 40' HORIZ.

20 40 80

0160-0482

GHESQUIERE PARK

WALKING PATH

CITY OF GROSSE POINTE WOODS

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

04_Const--11/26/2024 8:34:09 AM

M:\0160\0160-0482\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

M

SITE

LOCATION MAP

T/W 585.58

T/W 585.68

T/W 586.39

T/W 584.05

T/W 584.58

T/W 584.68

T/W 584.70

T/W 584.15

T/W 584.61

T/W 584.75T/W 584.89

Curb Ramp, Conc, 8 inch AND Detectable Warning Surface

T/W 584.35

T/W 584.95

MATCH EX. T/C

Tree, Rem, 6 inch to 18 inch

T/W 584.88

T/W 584.80

T/W 584.88

T/W 585.18

T/W 585.10

T/W 585.85

T/W 585.22

T/W 585.27

T/W 585.19

T/W 585.11

T/W 585.26

T/W 585.16

T/W 585.17

T/W 585.31

T/W 585.49 T/W 585.42

T/W 585.66

CAUTION:

HAND DIG NEAR

EXISTING STORM TO

VERIFY DEPTH.

CAUTION:

HAND DIG NEAR

EXISTING STORM TO

VERIFY DEPTH.

CAUTION:

HAND DIG NEAR

EXISTING STORM TO

VERIFY DEPTH.

JA

CK

SO

N

AV

E

MATCH EX. T/W

TRANSITION SLOPE

DIRECTION

TRANSITION SLOPE

DIRECTION

GENERAL CONSTRUCTION NOTES:

1. THE CONTRACTOR AT ALL TIMES SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL SAFETY

REQUIREMENTS DURING CONSTRUCTION OF THIS PROJECT. SPECIAL CARE SHALL BE TAKEN DURING ALL TRENCHING OPERATIONS. SHEETING AND BRACING, CRIBBING, ETC., MUST BE INSTALLED AS REQUIRED TO PROVIDE MAXIMUM SAFETY TO THE CONTRACTOR'S WORKERS IN FULL COMPLIANCE

WITH OSHA REGULATIONS.

2. ALL CONSTRUCTION SHALL BE CONDUCTED SUCH THAT THERE WILL BE MINIMAL INTERFERENCE WITH STREETS, DRIVES OR WALKS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC. DO NOT CLOSE OR OBSTRUCT STREETS, DRIVES OR WALKS OR USER FACILITIES WITHOUT PERMISSION

FROM THE OWNER'S REPRESENTATIVE.

3. CONTRACTOR SHALL KEEP EXISTING STREETS, ROADS AND DRIVES CLEAR OF DIRT, DEBRIS AND

EQUIPMENT.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND FOR DEWATERING TO ACCOMPLISH ALL

WORK INDICATED ON PLANS AND TO PERFORM REQUIRED COMPACTION OPERATIONS.

5. REVIEW CONSTRUCTION AND PROVIDE TRAFFIC SEQUENCE AND SCHEDULE AT THE PRECONSTRUCTION

MEETING WITH OWNER.

6. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE ENGINEER IF

THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR

FIELD CONDITIONS SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO CONSTRUCTION. ANY CONFLICT BETWEEN DRAWINGS AND THE SPECIFICATIONS SHALL BE CONFIRMED WITH THE ENGINEER

PRIOR TO BIDDING.

7. THE CONTRACTOR SHALL ABIDE BY ALL OSHA, FEDERAL, STATE AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC. IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC LINES. IF

CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC LINES, CONTACT THE POWER

COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS.

8. THE OWNER AT ITS DISCRETION RESERVES THE RIGHT TO MODIFY THE DETAILS AND STANDARDS OF CONSTRUCTION FOR ALL PRIVATE FACILITIES FROM THAT INDICATED ON THE APPROVED PLAN, PROVIDED THAT THE ALTERNATE STANDARD COMPLIES WITH LOCAL CODE AND/OR UTILITY COMPANY

REQUIREMENTS AND THE GENERAL DESIGN INTENT OF THE PROJECT IS NOT COMPROMISED.

9. CONTRACTOR SHALL MAINTAIN ALL TRAFFIC LANES AND PEDESTRIAN WALKWAYS AT ALL TIMES UNLESS WRITTEN APPROVAL FROM THE STATE DOT, LOCAL MUNICIPALITY, COUNTY, OR OTHER GOVERNING

AUTHORITY IS RECEIVED.

10. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD ANY DISCREPANCY REGARDING THE PROPOSED WORK OR UNFORESEEN CONDITIONS ARISE PRIOR TO PROCEEDING FURTHER WITH THE

AFFECTED WORK.

11. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING

UNDERGROUND UTILITIES) TO THE ENGINEER AND OWNER FOLLOWING COMPLETION OF

CONSTRUCTION ACTIVITIES.

12. ALL PAVING AND AGGREGATE MATERIALS AND WORK COMPLETED SHALL BE IN STRICT ACCORDANCE WITH THE STATE DOT SPECIFICATIONS AND STANDARD DETAILS UNLESS OTHERWISE SPECIFIED.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS FOR BUILDING, WALLS, CONCRETE SLABS, AND UTILITY SERVICE POINT CONNECTIONS AND NOTIFYING THE OWNER AND

ENGINEER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO CONSTRUCTION.

14. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS AND MATERIALS TO THE OWNER AND LOCAL UTILITY COMPANIES AS REQUIRED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR

DELIVERY TO THE SITE. ALLOW A MINIMUM OF 7 DAYS FOR REVIEW.

15. THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND

CONSTRUCTION DETAILS OF BUILDING, CANOPY, AND UTILITY CONNECTIONS.

16. TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DOT STANDARD DETAIL SHEETS AND THE

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SIGNS SHALL BE INSTALLED PLUMB.

17. FIRE LANES SHALL BE ESTABLISHED AND PROPERLY DESIGNATED IN ACCORDANCE WITH THE LOCAL

MUNICIPALITY AND LOCAL FIRE DEPARTMENT REQUIREMENTS.

18. THE CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKINGS IN A METHOD APPROVED BY

THE STATE DOT.

19. AGGREGATES AND BITUMINOUS PAVEMENT MATERIAL AND INSTALLATION SPECIFICATIONS SHALL BE IN ACCORDANCE WITH STATE DOT SPECS. THE CONTRACTOR SHALL SUBMIT AGGREGATE SIEVE ANALYSIS AND A JOB-MIX FORMULA FOR THE BITUMINOUS PAVEMENT TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL AT LEAST 14 DAYS PRIOR TO THE PLACEMENT OF BITUMINOUS PAVEMENTS.

20. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND APPROVED BY THE OWNER, ENGINEER, AND APPROPRIATE REGULATORY AGENCIES PRIOR TO

INSTALLATION.

21. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUTS AND SURVEYS REQUIRED TO

PERFORM CONSTRUCTION. CADD FILE INFORMATION IS PROVIDED FOR REFERENCE ONLY.

22. PROVIDE ADEQUATE BARRICADES AT DRIVES, ENTRANCES, EXCAVATIONS AND OTHER OPENINGS TO

KEEP OUT UNAUTHORIZED PERSONS AND FOR PUBLIC SAFETY AND TRAFFIC CONTROL. SAFETY

PROVISIONS OF APPLICABLE LAWS SHALL BE OBSERVED AT ALL TIMES. BARRICADES LEFT IN PLACE AT

NIGHT SHALL BE LIGHTED.

23. NO EQUIPMENT OR MATERIAL STORAGE IS PERMITTED WITHIN THE ROAD RIGHT-OF-WAY.

24. CONTRACTOR'S MANNER AND METHOD OF INGRESS AND EGRESS WITH RESPECT TO THE PROJECT AREA SHALL IN NO WAY PROHIBIT OR DISTURB NORMAL PEDESTRIAN OR VEHICULAR TRAFFIC IN THE VICINITY AND IS SUBJECT TO REGULATION AND WRITTEN APPROVAL OF APPROPRIATE GOVERNING

AGENCIES.

25. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.D.A. REGULATIONS AS APPLICABLE.

+0

+0

30+00

31+00

32+00

33+00

34+00

35+00

36+00 37+00

38+00

39+00 39+34

+0

+0

+0

+1

CONSTRUCTION &

GRADING PLAN

JPB RTW NOVEMBER 2024

1" = 40' HORIZ.

20 40 80

0160-0482

GHESQUIERE PARK

WALKING PATH

CITY OF GROSSE POINTE WOODS

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

05_Const--11/26/2024 8:34:16 AM

M:\0160\0160-0482\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

M

SITE

LOCATION MAP

T/W 585.58

T/W 585.68

T/W 586.39

T/W 585.19

T/W 585.11

T/W 585.26

T/W 585.16

T/W 585.17

T/W 585.31

T/W 585.49 T/W 585.42

T/W 585.66

T/W 585.10 T/W 585.27

T/W 584.74

T/W 584.56

T/W 584.89

T/W 584.68

T/W 584.64

T/W 584.59

T/W 583.93

T/W 583.84

T/W 584.07

T/W 584.01

T/W 584.28

T/W 584.42 T/W 584.47

CAUTION:

HAND DIG NEAR

EXISTING STORM TO

VERIFY DEPTH.

CAUTION:

HAND DIG NEAR

EXISTING STORM TO

VERIFY DEPTH.

CAUTION:

HAND DIG NEAR

EXISTING STORM TO

VERIFY DEPTH.

CAUTION:

HAND DIG NEAR

EXISTING STORM TO

VERIFY DEPTH.

MATCH EX. T/W

TRANSITION SLOPE

DIRECTION

TRANSITION SLOPE

DIRECTION

TRANSITION SLOPE

DIRECTION

TRANSITION SLOPE

DIRECTION

12+00

13+00

14+00

15+00

16+00

16+52

20+00

21+00

22+00

23+00

32+00

+0

+0

+1

ALTERNATE BID

CONSTRUCTION

PLAN

JPB RTW NOVEMBER 2024

1" = 40' HORIZ.

20 40 80

0160-0482

GHESQUIERE PARK

WALKING PATH

CITY OF GROSSE POINTE WOODS

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

06_Const--11/26/2024 8:34:24 AM

M:\0160\0160-0482\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

M

SITE

LOCATION MAP

JA

CK

SO

N

AV

E

ESTIMATED QUANTITIES

(THIS SHEET)

1. Erosion Control, Inlet Filter 2 Ea

2. Dr Structure Cover, Adj, Case 1 4 Ea

3. HMA, 5EML 70 Ton

4. HMA, 36A, Tennis Mix 272 Ton

LEGEND

HMA, 36A, Tennis Mix ON

HMA, 5EML

HMA, 36A, Tennis Mix ON

HMA, 5EML

FURNISH & INSTALL INLET FILTER (TYP.)

(SEE DETAIL, SHEET 10)

IDENT NO.

36A, Tennis Mix

PAY ITEM

HMA, 36A, Tennis Mix

RATE LBS.

SQ. YD.

VARIES

PERFORMANCE

GRADE

58-22 TOP COURSE

COMMENTS

HMA APPLICATION ESTIMATE

* FOR INFORMATION ONLY (PAYMENT FOR BOND COATS SHALL BE INCLUDED IN HMA MIXTURES)

NOTES:

· HMA MIXTURES SHALL BE PLACED IN LIFTS WHICH DO NOT EXCEED THE MAXIMUM HMA APPLICATION

RATES IN SECTION 501 OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION.

· BOND COATS SHALL BE SS-1H AND SHALL BE APPLIED AT A RATE OF 0.05 GAL/SQUARE YARD BETWEEN

LIFTS.

RIM 584.83

RIM 584.83

RIM 584.83

T/P 584.89

T/P 584.95

T/P 585.01

T/P 585.07

T/P 585.01

T/P 584.95

T/P 584.89

T/P 584.89

T/P 584.95

T/P 585.01

T/P 585.07

T/P 585.01

T/P 584.95

T/P 584.89

Dr Structure Cover, Adj, Case 1

Dr Structure Cover, Adj, Case 1

Dr Structure Cover, Adj, Case 1

204'±

EXISTING CONC. BASE

HMA 36A, TENNIS MIX WEARING COURSE

(VARIES FROM 1.5" TO 2.5")

HMA 5EML LEVELING/BASE COURSE

(VARIES FROM 0.5" TO 1.5")

BOND COAT SS-1H BETWEEN

WEARING AND LEVELING

COURSES @ 0.05 GAL./SYD.

102'± 102'±

0.24% MIN. SLOPE 0.24% MIN. SLOPE

RIM 584.83

5EML HMA, 5EML VARIES 58-22 BASE COURSE

Dr Structure Cover, Adj, Case 1

EXISTING CURB

PROTECT EXISTING CURB

25.5'± 25.5'± 25.5'± 25.5'±

NOT TO SCALE

PAVEMENT DETAIL

NORTHERN END OF THE

EXISTING TENNIS COURTS

SOUTHERN END OF THE

EXISTING TENNIS COURTS

12+00

13+00

14+00

15+00

16+00

16+52

20+00

21+00

22+00

23+00

32+00

+0

+0

+1

SOIL EROSION &

SEDIMENTATION

CONTROL PLAN

JPB RTW NOVEMBER 2024

1" = 40' HORIZ.

20 40 80

0160-0482

GHESQUIERE PARK

WALKING PATH

CITY OF GROSSE POINTE WOODS

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

07_SESC--11/26/2024 8:34:32 AM

M:\0160\0160-0482\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

M

SITE

LOCATION MAP

SOILS INFORMATION

AREA OF CONSTRUCTION:

MidaaA = Midtown gravelly-artifactual sandy loam UrbarB = Urban land-Riverfront complex, dense substratum WsnuaA = Wauseon-Urban land complex ZfsucB = Ziegenfuss-Urban land-Blount complex

NOTES:

· SOIL EROSION MEASURES WILL BE INSPECTED, MAINTAINED

AND REPAIRED WEEKLY OR AFTER EVERY STORM EVENT AS

DIRECTED BY THE ENGINEER.

· HAUL AND DISPOSE OF EXCESS MATERIAL OFF SITE. NO

PERMANENT STOCKPILES WILL BE ALLOWED UNLESS

APPROVED BY THE ENGINEER.

· NO DEWATERING OR ON SITE STOCKPILING OF MATERIAL IS

ANTICIPATED ON THIS PROJECT.

· RESTORE ALL DISTURBED AREAS WITH 3" MIN. TOPSOIL,

SEED, FERTILIZER & MULCH INCLUDED IN PAY ITEM 'Site Restoration and Cleanup'.

· SOIL EROSION CONTACT PERSON:

TO BE PROVIDED UPON AWARD OF CONTRACT.

· DISTANCE TO NEAREST WATER COURSE:

MILK RIVER IS 5,800 L.F.± NORTHEAST OF SITE.

· GROSS ACREAGE DISTURBED IS 0.45 ACRES.

STORM CATCH BASIN (FIELD)

STORM CATCH BASIN (PAV'T.)

EXIST. STORM CATCH BASIN (FIELD)

EXIST. STORM CATCH BASIN (PAV'T.)

INLET FILTER

INLET FILTER SEDCAGE

STORM MAN HOLE

LEGEND

EXIST. STORM MAN HOLE

SC

SC

FURNISH & INSTALL INLET FILTER (TYP.)

(SEE DETAIL, SHEET 10)

FURNISH & INSTALL INLET PROTECTION (TYP.)

(SEE DETAIL, SHEET 10)

SOIL BORING NO. 3

SC

SC

SC

SC

SOIL BORING NO. 4

SOIL BORING NO. 6

SOIL BORING NO. 2

ESTIMATED QUANTITIES

(20+00 TO 40+00)

1. Erosion Control, Inlet Protection, SedCage 16 Ea

ESTIMATED QUANTITIES

(10+00 TO 17+00)

1. Erosion Control, Inlet Protection, SedCage 3 Ea

2. Erosion Control, Inlet Filter 2 Ea

SC

15+00

16+00

16+52

20+00

21+00

22+00

23+00

+0

+0

+0

+0

+0

+0

30+00

31+00

32+00

+0

+0

+1

SOIL EROSION &

SEDIMENTATION

CONTROL PLAN

JPB RTW NOVEMBER 2024

1" = 40' HORIZ.

20 40 80

0160-0482

GHESQUIERE PARK

WALKING PATH

CITY OF GROSSE POINTE WOODS

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

08_SESC--11/26/2024 8:34:39 AM

M:\0160\0160-0482\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

M

SITE

LOCATION MAP

STORM CATCH BASIN (FIELD)

STORM CATCH BASIN (PAV'T.)

EXIST. STORM CATCH BASIN (FIELD)

EXIST. STORM CATCH BASIN (PAV'T.)

INLET FILTER

INLET FILTER SEDCAGE

STORM MAN HOLE

LEGEND

EXIST. STORM MAN HOLE

SC

SCSC

SC

SC

SC

SC

SC

SC

SC

FURNISH & INSTALL INLET FILTER (TYP.)

(SEE DETAIL, SHEET 10)

FURNISH & INSTALL INLET PROTECTION (TYP.)

(SEE DETAIL, SHEET 10)

SOIL BORING NO. 3SOIL BORING NO. 4

SOIL BORING NO. 6

SOIL BORING NO. 5

+0

+0

30+00

31+00

32+00

33+00

34+00

35+00

36+00

37+00

38+00

39+00 39+34

+0

+0

+0

+1

SOIL EROSION &

SEDIMENTATION

CONTROL PLAN

JPB RTW NOVEMBER 2024

1" = 40' HORIZ.

20 40 80

0160-0482

GHESQUIERE PARK

WALKING PATH

CITY OF GROSSE POINTE WOODS

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

09_SESC--11/26/2024 8:34:46 AM

M:\0160\0160-0482\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

M

SITE

LOCATION MAP

SC

SC

SOIL BORING NO. 6

SOIL BORING NO. 5

SOIL BORING NO. 7

SC

SC

SC

SC

SC

SC

SOIL EROSION &

SEDIMENTATION

CONTROL PLAN

JPB RTW NOVEMBER 2024

0160-0482

GHESQUIERE PARK

WALKING PATH

CITY OF GROSSE POINTE WOODS

SHEET TITLE:

COPYRIGHT, 2024, ANDERSON, ECKSTEIN AND WESTRICK, INC.

CHECKED BY:DRAWN BY:

SCALE:

PRELIMINARY

DATE SUBMITTALS/REVISIONS

PROJECT NO.

SHEET NO.

CLIENT:

PROJECT NAME:

CONSTRUCTION RECORD

DATE:

10_SESC--11/26/2024 8:34:47 AM

M:\0160\0160-0482\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLANS.DWG

Know what's below.

72 hours before you dig.

Call R

Phone 586 726 1234 Fax 586 726 8780

51301 Schoenherr Road Shelby Township Michigan 48315

CIVIL ENGINEERS SURVEYORS ARCHITECTS

ENGINEERING STRONG COMMUNITIES

www.aewinc.com

ANDERSON, ECKSTEIN AND

WESTRICK, INC.

THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF ACT 451 OF 1994, AS AMENDED, THE SOIL EROSION AND SEDIMENTATION CONTROL ACT AND THE WAYNE COUNTY SOIL EROSION AND

SEDIMENTATION CONTROL ORDINANCE.

ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO THE STANDARDS AND

SPECIFICATIONS OF THE WAYNE COUNTY PUBLIC WORKS OFFICE.

EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF SITE AREAS OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL

AND MAN MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS.

STAGING THE WORK WILL BE DONE BY THE CONTRACTOR AS DIRECTED IN THESE PLANS AND AS REQUIRED

TO ENSURE PROGRESSIVE STABILIZATION OF DISTURBED EARTH CHANGE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF SOIL EROSION AND

SEDIMENTATION CONTROL DEVICES.

THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THE SOIL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS BEFORE AND AT ALL TIMES DURING CONSTRUCTION ON THIS PROJECT. ANY MODIFICATIONS OR ADDITIONS TO SOIL EROSION CONTROL MEASURES DUE TO CONSTRUCTION OR CHANGED CONDITIONS SHALL BE COMPLIED WITH AS REQUIRED OR DIRECTED BY THE WAYNE COUNTY PUBLIC WORKS OFFICE.

IF ANY OF THE SESC MEASURES ON THE SITE ARE DEEMED INADEQUATE OR INEFFECTIVE, THE WAYNE COUNTY PUBLIC WORKS OFFICE SESC DIVISION HAS THE RIGHT TO REQUIRE ADDITIONAL SESC MEASURES.

INSTALL INLET FILTER ON ALL PAVEMENT CATCH BASINS PER DETAIL.

A. INLET FILTERS SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS OF A

RAINFALL AND DAILY DURING A PROLONGED RAIN EVENT.

B. BUILDUP OF SEDIMENT AND DEBRIS SHALL BE REMOVED PROMPTLY.

C. IF FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF EXPECTED USABLE LIFE

AND THE BARRIER IS STILL REQUIRED, THE FABRIC SHALL BE REPLACED PROMPTLY.

NO STOCKPILED SOIL IS PLANNED FOR THIS PROJECT.

ALL DISTURBED AREAS WILL BE RESTORED WITH 3" MIN. TOPSOIL, SEED, FERTILIZER & MULCH INCLUDED IN PAY ITEM 'Site Restoration and Cleanup'.

NO DEWATERING IS PLANNED DURING CONSTRUCTION.

ALL DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED IMMEDIATELY.

STREETS AND OR PARKING AREAS WILL BE SCRAPED ON A DAILY BASIS AND SWEPT AT A MINIMUM OF ONCE

PER WEEK BY THE CONTRACTOR .

DURING DRY PERIODS, ALL DISTURBED AREAS SHALL BE WATERED FOR DUST CONTROL.

PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPETED WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA AFTER EARTH CHANGE ACTIVITY CEASES, TEMPORARILY SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION CONTROL SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED. ALL PERMANENT SOIL EROSION CONTROL MEASURES WILL BE IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE OF

COMPLIANCE IS ISSUED.

FINAL GRADE, ESTABLISH VEGETATION AND OR LANDSCAPE ALL DISTURBED AREAS NOT BUILT OR PAVED

UPON.

REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER PERMANENT STABILIZATION IS ESTABLISHED.

SOIL TYPES: MidaaA, UrbarB, WsnuaA, ZfsucB

NAME OF NEAREST WATERCOURSE: Milk River DISTANCE TO NEAREST WATERCOURSE IN FEET: 5,800 Feet

PERSON RESPONSIBLE FOR THE MAINTENANCE OF ALL TEMPORARY SOIL EROSION CONTROL MEASURES

WILL BE PROVIDED WHEN THE CONTRACTOR IS DETERMINED.

SOIL EROSION AND SEDIMENTATION NOTES

AND MAINTENANCE NOTES

SECTION

SedCage

GRATE SIZE MAY VARY.

GEOTEXTILE TUCKED

UNDER ALL FOUR

SIDES OF GRATE.

GEOTEXTILE FABRIC

SedCage

GRATE

www.SedCatch.com

RSedCatch Environmental Products

1. INLET PROTECTION SHALL BE INSTALLED AT THE TIME THE STRUCTURE IS SET.

2. TO INSTALL; TUCK FABRIC UNDER GRATE.

3. REMOVE SEDIMENT IF IT ACCUMULATES TO ONE HALF THE HEIGHT OF THE SedCage

4. THE AREA AROUND THE SedCage SHOULD BE AS FLAT AS POSSIBLE TO INCREASE EFFECTIVENESS AND REDUCE

MAINTENANCE REQUIREMENTS.

5. AS WITH ALL INLET PROTECTION DEVICES, CHECK TO SEE HOW DEEP THE WATER COULD RISE IF THE INLET WERE BLOCKED ENTIRELY.

DO NOT INSTALL IN LOCATIONS THAT COULD CAUSE PROPERTY DAMAGE OR POSE A SAFETY HAZARD TO TRAFFIC.

www.SedCatch.com

FLOOD WATER

TM

TM

SIZES:

32" SedCage

FITS SQUARE GRATES FROM 12" X 12" THROUGH 22" X 22"

FITS ROUND GRATES FROM 8" DIA. THROUGH 24" DIA.

FITS RECTANGULAR GRATES WITH A DIAGONAL

BETWEEN 17" AND 31" (a² + b² = c²)

TM

CUSTOM SIZES AVAILABLE

42" SedCage

FITS SQUARE GRATES FROM 19" X 19" THROUGH 29" X 29"

FITS ROUND GRATES FROM 19" DIA. THROUGH 30" DIA.

FITS RECTANGULAR GRATES WITH A DIAGONAL

BETWEEN 28" AND 41" (a² + b² = c²)

54" SedCage

FITS SQUARE GRATES FROM 24" X 24" THROUGH 36" X 36"

FITS ROUND GRATES FROM 24" DIA. THROUGH 40" DIA.

FITS RECTANGULAR GRATES WITH A DIAGONAL

BETWEEN 32" AND 53" (a² + b² = c²)

62" SedCage

FITS SQUARE GRATES FROM 27" X 27" THROUGH 42" X 42"

FITS ROUND GRATES FROM 28" DIA. THROUGH 48" DIA.

FITS RECTANGULAR GRATES WITH A DIAGONAL

BETWEEN 44" AND 61" (a² + b² = c²)

SedCatch SedCage - Yard Inlet ProtectionR TM

SC SedCage

LEGEND

TM

US PATENT D 620,999, OTHER PATENTS PENDING

TM

TM

DIMENSION*

OPENING

SIZING INSTRUCTIONS:

MEASURE THE DIAGONAL DIMENSION OF THE GRATE.

SELECT A CAGE THAT IS AT LEAST 1" LARGER.

COMPATIBLE GRATES:

A SedCage IS COMPATIBLE WITH ALL GRATES IN WHICH

THE EDGES OF THE GRATE ARE SUPPORTED BY A LEDGE.

FLOOD WATER CLEAR OPENING:

32" SedCage 230 sq.in.

42" SedCage 515 sq.in.

54" SedCage 1075 sq.in.

62" SedCage 1320 sq.in.

TM

TM

TM

TM

SACK TYPE INLET FILTER

(SESC-3)

OVERFLOW

DUMP LOOPS

1" REBAR FOR BAG

REMOVAL FROM INLET

EXPANSION

RESTRAINT

INSTALLATION DETAIL

EXIST. CATCH BASIN

OR INLET WALL

EXIST. CATCH BASIN

OR INLET

Paving Standard Details