Gilcher-Crissman Park Pavilion - Bid Plans.pdf

PROJECT

LOCATION

COVER SHEET

NONE

CP-01

SECTION 16 T-04-N, R-12-E

SCALE: 1" = 2,000'

LOCATION MAP

UTILITY STATEMENT

GIFFELS WEBSTER

6303 26 MILE ROAD, SUITE 100

WASHINGTON, MI 48094

(586) 781-8950 p

(313) 962-5068 f

ATTN: MIKE KOZAK, P.E.

ATTN: MARK HANSEN, R.L.A.

ATTN: CHRIS ASIALA, P.S.

MACOMB COUNTY DEPARTMENT OF ROADS

117 SOUTH GROESBECK HIGHWAY

MT CLEMENS, MI 48043

(586) 563-8671

ATTN: ROBERT BUSH

MACOMB COUNTY PUBLIC WORKS

21777 DUNHAM ROAD

CLINTON TOWNSHIP, MI 48036

(586) 469-5327

ATTN: LARA SUCHARSKI

DTE ENERGY

15600 19 MILE ROAD

CLINTON TOWNSHIP, MI 48038

(313) 269-4423

ATTN: MIRIAM HERNANDEZ

SEMCO ENERGY

56462 PRECISION DRIVE

CHESTERFIELD, MI 48051

(810) 887-5047

ATTN: ANDREW STONE

AT&T MICHIGAN

100 SOUTH MAIN STREET SUITE 314

MT CLEMENS, MI 48043

(586) 764-4793

ATTN: KEN DANDRON

CONTACTS

CIVIL ENGINEER

LANDSCAPE ARCHITECT

SURVEYOR

OWNER

WASHINGTON, BRUCE & ROMEO PARKS & RECREATION COMMISSION

WASHINGTON TOWNSHIP, MACOMB COUNTY, MICHIGAN

GILCHER-CRISSMAN PARK PAVILION

SHEET TABLE OF CONTENTS

WASHINGTON, BRUCE AND ROMEO PARKS AND

RECREATION COMMISSION

361 MORTON STREET

ROMEO, MI 48065

Z:

\20

8.0

1 G ilc he r-C ris sm an P av ilio n\D es ign \C

AD

\W or k S he ets

\C P-

C ov er

S he et.

dw g

Copyright © 2025 Giffels Webster.

No reproduction shall be made without the prior written consent of Giffels Webster.

Developed For:

Engineers Surveyors Planners

Landscape Architects

Executive:

Manager:

Designer:

Quality Control:

Section:

Project:

Sheet:

Scale:

Date:

ISSUE:DATE:

Professional Seal:

M.K.

B.K.

B.D.M.

B.K. / M.K.

T-04-N R-12-E

WASHINGTON TWP.

MACOMB COUNTY

MICHIGAN

MARCH 2025

20408.00

GILCHER-CRISSMAN PARK

PAVILION

6303 26 Mile Road Suite 100

Washington Twp, MI 48094 p (586) 781-8950 f (313) 962-5068 www.giffelswebster.com

Know what's below.

before you dig.Call

R

P: (586) 752-6543

WASHINGTON, BRUCE, &

ROMEO PARKS AND

RECREATION

COMMISSION

361 MORTON STREET

ROMEO, MI 48065

https://rwbparksrec.org/

04.15.2025 FOR BID

CP-01 COVER SHEET

CP-02 GENERAL NOTES & LEGEND

CP-03 EXISTING CONDITIONS

CP-04 SITE PLAN

CP-05 DETAILS

CP-06 SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS

1. REFER TO THE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND RESPONSIBILITIES.

2. WITH THE EXCEPTION OF EXCAVATED MATERIALS SUFFICIENT FOR BACKFILLING AND CONSTRUCTION OF FILLS AS CALLED FOR ON THE PLANS AND AS INDICATED BELOW, ALL BROKEN CONCRETE, STONE, AND

EXCESS EXCAVATED MATERIALS SHALL BE DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR WILL BE REQUIRED TO OBTAIN THEIR OWN DISPOSAL GROUND AND WILL RECEIVE NO ADDITIONAL COMPENSATION

FOR DISPOSING OF ANY OF THE EXCESS MATERIALS. MATERIALS ACCEPTABLE TO THE ENGINEER MAY BE DISPOSED OF ON-SITE AT THE CONTRACTOR'S EXPENSE IN A MANNER APPROVED IN ADVANCE BY THE

ENGINEER.

3. THE EDGE OF EXISTING PAVEMENT SHALL BE CLEANED OF EARTH AND OTHER FOREIGN MATERIAL BEFORE ADJACENT POURS ARE PLACED.

4. STREET SIGNS IN THE WAY OF CONSTRUCTION WILL BE REMOVED AND RESET IMMEDIATELY IN A TEMPORARY LOCATION, AS APPROVED BY ENGINEER.

5. THE CONTRACTOR SHALL PROTECT ALL EXISTING SIGNS AND POSTS SCHEDULED TO REMAIN, AS DIRECTED BY THE ENGINEER.

6. ALL UNDERGROUND UTILITIES NOT INDICATED FOR REMOVAL SHALL BE PROTECTED THROUGHOUT CONSTRUCTION.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL PRIVATE PROPERTY (INCLUDING BUILDINGS AND FOUNDATIONS) THROUGHOUT CONSTRUCTION AND SHALL MAINTAIN SAFE PEDESTRIAN ACCESS AT

ALL TIMES.

8. THE REMOVAL OF PAVEMENT, CURBS, AND WALKS SHALL INCLUDE ALL REQUIRED SAWCUTTING. CURB REMOVAL IS INCIDENTAL TO PAVEMENT REMOVAL.

1. ALL MATERIALS SHALL CONFORM TO THE CHARTER TOWNSHIP OF WASHINGTON STANDARD WATER MAIN DETAILS.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION, TESTING, AND COMPLETION OF ALL PROPOSED WATER MAIN PER SECTION 33 10 00 OF THE PROJECT MANUAL.

3. ALL BENDS, TEES, AND REDUCERS MUST BE RESTRAINED VIA THRUST BLOCKS, RESTRAINING CLAMPS (MEGALUGS), AND BARS AND/OR REINFORCED CONCRETE ENCASEMENT. CONTRACTOR SHALL PROVIDE

DETAILED SHOP DRAWINGS SIGNED AND SEALED BY A LICENSED MICHIGAN PROFESSIONAL ENGINEER.

4. CONTRACTOR SHALL USE BENDS OR DEFLECT PIPE AS NECESSARY OR AS DIRECTED BY TOWNSHIP INSPECTOR TO AVOID CONFLICTS WITH EXISTING UTILITIES OR OTHER PERMANENT OBSTRUCTIONS BOTH

HORIZONTAL AND VERTICAL (INCIDENTAL TO WATER MAIN CONSTRUCTION).

5. REMOVAL OF BRUSH AND SMALL TREES 6" AND UNDER ARE INCIDENTAL TO WATER MAIN CONSTRUCTION.

6. NO PROPOSED WORK SHALL TAKE PLACE WITHIN COUNTY DITCH. CONTRACTOR RESPONSIBLE FOR PROTECTING DITCH THROUGHOUT CONSTRUCTION. ANY DAMAGES CAUSED BY CONTRACTOR ACTIVITIES SHALL BE

RESTORED AND DITCHES SHALL BE REGRADED WITH POSITIVE DRAINAGE.

7. INSTALL TRAFFIC CONTROL PER MDOT, MMUTCD, AND MCDR STANDARDS.

1. REFER TO THE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND RESPONSIBILITIES.

2. THE PAVING CONTRACTOR SHALL BE REQUIRED TO COORDINATE THE INSTALLATION OF GAS, ELECTRIC, PHONE, CABLE, SPRINKLERS, ETC. IN SUCH A MANNER THAT WILL FACILITATE THEIR PROPER INSTALLATION

PRIOR TO PLACING THE PAVEMENT MATERIALS. ENSURE THAT ALL REQUIRED PIPES, CONDUITS, CABLES, AND SLEEVES ARE PROPERLY PLACED AND THAT THE TRENCHES ARE PROPERLY BACKFILLED AND COMPACTED.

3. BUTT JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE AN EXISTING ASPHALT PAVEMENT SURFACE IS BEING DISTURBED BY REMOVALS AND/OR THE INSTALLATION OF NEW ASPHALT PAVEMENT.

4. ALL PAVEMENT AREAS SHOULD BE CLEARED AND GRUBBED BY REMOVING SURFACE VEGETATION, TOPSOIL, DEBRIS, AND OTHER DELETERIOUS MATERIALS.

5. THE PLACEMENT OF THE FINAL ASPHALT LIFT SHALL BE DELAYED UNTIL THE MAJORITY OF THE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED, OR AS APPROVED BY THE OWNER. A BOND COAT OF SS-1H

EMULSION SHALL BE APPLIED (AT A RATE OF 0.10 GALLONS/SYD) BETWEEN THE LEVELING AND WEARING COURSE WHEN 48 HOURS HAVE ELAPSED BETWEEN PLACEMENTS.

6. THE FINAL SUBGRADE SHALL BE THOROUGHLY PROOF ROLLED UNDER THE OBSERVATION OF THE SOILS ENGINEER.

7. PROPOSED AGGREGATE BASE SHALL EXTEND BEYOND THE PAVEMENT EDGE/BACK OF CURB BY THE FOLLOWING AMOUNTS OR BY THE AMOUNT STATED BY THE AGENCY HAVING JURISDICTION, WHICHEVER IS

STRICTER:

A. ROADS - 1 FT

B. DRIVES - 0.5 FT

C. PATHS - 0.25 FT

8. ALL TRENCHES WITHIN A ONE-ON-ONE SLOPE OF PAVEMENT SHALL BE BACKFILLED WITH SAND (MDOT CLASS II MINIMUM) AND MECHANICALLY COMPACTED IN NOT MORE THAN 9" LAYER TO 95% MAXIMUM DRY

DENSITY PER MODIFIED PROCTER COMPACTION TEST ASTM D-1557.

9. NO FROZEN MATERIAL SHALL BE PERMITTED AS BACKFILL UNDER ANY ROADWAY, DRIVEWAY, OR PARKING AREA.

10. PRIOR TO THE START OF ANY FILLING, THE CONTRACTOR SHALL REMOVE ALL TOPSOIL AND ALL OTHER UNACCEPTABLE SOIL FROM THE FILL AREAS, AND PROPERLY BACKFILL WITH ACCEPTABLE SOIL.

11. BARRIER-FREE SIGNAGE SHALL BE PLACED IN FRONT OF EVERY DESIGNATED BARRIER FREE STALL. THE CONTRACTOR SHALL COORDINATE STANDARD AND VAN ACCESSIBILITY SIGNAGE AS INDICATED ON THE

PLANS.

12. ALL BARRIER FREE RAMPS TO BE A.D.A. COMPLIANT.

13. GENERAL GRADING REQUIREMENTS ARE AS FOLLOWS:

A. FINISH GRADE AT EXISTING BUILDING SHALL MATCH BRICK LEDGES, DOORWAYS, OR BASEMENT WINDOWS

B. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING (± 2%)

C. SIDEWALK CROSS SLOPE ±2% UNLESS OTHERWISE NOTED (EXCLUDING RAMPS)

D. PAVEMENT SLOPES (1.0% MINIMUM, 4.0% MAXIMUM) UNIFORMLY BETWEEN FINISH GRADE ON PLANS

E. LAWN AREAS ± 1% MINIMUM TO 25% (BERMS) MAXIMUM

14. ALL PROPOSED GRADES ARE AT THE GUTTER UNLESS OTHERWISE NOTED. SEE DETAILS FOR FACE OF CURB, TOP OF CURB, AND ASPHALT ADJUSTMENTS.

15. REFER TO UTILITY PLANS TO COORDINATE ALL:

A. WATER SUPPLY, METERING, SPRINKLER AND FDC PIPING, DESIGN, AND COORDINATION

B. BUILDING SEWER, BUILDING DRAIN DESIGN AND CONNECTIONS TO CLEAN OUTS AND ROOF CONNECTORS

C. GAS, ELECTRIC AND COMMUNICATION SERVICES AND LIGHTING DETAILS AND COORDINATION.

D. ALL BUILDING ACCESS WALKS AND ENTRY DETAILS, INCLUDING SUPPORTED SLABS

E. ALL WORK TO CONSTRUCT THE BUILDING AND ALL ITEMS CONNECTED TO IT

16. PRIOR TO THE PLACEMENT OF ANY BASE ASPHALT OR LEVELING COURSE, THE CURBS SHALL BE PARTIALLY BACKFILLED, AND THE SUBGRADE SHALL BE PROOF ROLLED UNDER THE SUPERVISION OF THE SOILS

ENGINEER.

17. ALL SIDEWALK AND PATHWAYS IN ANY PUBLIC R.O.W. SHALL BE INSPECTED BY THE AGENCY WITH JURISDICTION.

1. REFER TO THE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS AND RESPONSIBILITIES.

2. REFER TO UTILITY PLANS TO COORDINATE ALL:

A. WATER SUPPLY, METERING, SPRINKLER AND FDC PIPING, DESIGN, AND COORDINATION

B. BUILDING SEWER, BUILDING DRAIN DESIGN AND CONNECTIONS TO CLEAN OUTS, AND ROOF CONNECTORS

C. GAS, ELECTRIC AND COMMUNICATION SERVICES, AND LIGHTING DETAILS

D. ALL BUILDING ACCESS WALKS AND ENTRY DETAILS, INCLUDING SUPPORTED SLABS

E. ALL WORK TO CONSTRUCT THE BUILDING AND ALL ITEMS CONNECTED TO IT

3. ALL TRENCHES WITHIN A ONE-ON-ONE SLOPE OF PAVEMENT SHALL BE BACKFILLED WITH SAND (MDOT CLASS II MINIMUM) AND MECHANICALLY COMPACTED IN NOT MORE THAN 9" LAYER TO 95% MAXIMUM DRY

DENSITY PER MODIFIED PROCTER COMPACTION TEST ASTM D-1557. COMPACTED SAND BACKFILL SHALL ALSO BE PROVIDED FOR ALL UTILITY TRENCHES LOCATED UNDER, OR WITHIN, THREE FEET OF PAVEMENT.

4. THE COST OF ALL TREE, STUMP, FOUNDATION, AND/OR STRUCTURE REMOVAL AND DISPOSAL NOT INCLUDED ON THE BID FORM SHALL BE CONSIDERED INCIDENTAL AND INCLUDED IN THE PRICE BID FOR PIPE WORK.

5. A MINIMUM VERTICAL CLEARANCE OF 18 INCHES IS REQUIRED AT UTILITY CROSSINGS (MEASURED FROM THE OUTSIDE OF PIPE TO THE OUTSIDE OF PIPE). POSITIVE PROVISIONS SHALL BE MADE TO ENSURE THAT ALL

UTILITY TRENCHES ARE FREE DRAINING DURING ALL PHASES OF CONSTRUCTION.

6. THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF ALL UTILITY LINES AND STRUCTURES, AS OUTLINED ON THE DEMOLITION PLAN, WITH THE INSTALLATION OF UTILITY IMPROVEMENTS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING GRADE MODIFICATIONS INDICATED ON THE PLANS, AND COORDINATE THE ACTUAL FINISH GRADE OF FIRE HYDRANTS, GATE VALVE CASTINGS, MANHOLES, YARD DRAINS, CLEANOUTS, AND OTHER UTILITY STRUCTURES. ENSURE THAT ALL FINISH GRADING IS PERFORMED IN A MANNER THAT ACCOMPLISHES THE PROJECT DESIGN OBJECTIVES AND PROVIDES FOR POSITIVE

DRAINAGE OF ALL AREAS. ANY SUBSTANTIAL GRADE CHANGES WHICH MAY CAUSE FUNCTIONAL PROBLEMS SHALL BE REPORTED PROMPTLY TO THE ENGINEER WHO SHALL EVALUATE THE CONDITIONS AND PROVIDED

CORRECTIONAL RECOMMENDATIONS TO THE OWNER FOR FINAL DETERMINATION.

8. THE CONTRACTOR SHALL REMOVE UTILITIES, WHICH HAVE BEEN ABANDONED IN PLACE, AS REQUIRED TO COMPLETE INSTALLATION OF NEW UTILITIES. WHENEVER ABANDONED UTILITIES ARE CUT, CONTRACTOR

SHALL COMPLETELY CAP BOTH ENDS TO PREVENT THE INFILTRATION OF SOILS.

9. NO CONNECTION MAY BE MADE TO ANY EXISTING WATER MAIN UNTIL THE NEW MAIN HAS PASSED ALL PRESSURE AND BACTERIOLOGICAL TESTING.

10. ROADWAY, DRIVEWAY, AND PARKING AREA CROSSINGS SHALL BE TEMPORARILY CONDITIONED IMMEDIATELY AFTER CROSSING BY PLACING 8" OF MDOT 22A GRAVEL OR SLAG AGGREGATE AND SHALL BE

MAINTAINED IN GOOD, DUST-FREE CONDITION UNTIL PAVEMENT RESTORATION IS MADE.

11. ADEQUATE RESTRAINT MUST BE PROVIDED AT CONNECTIONS TO APPURTENANCES OR TRANSITIONS TO DIFFERENT PIPE MATERIALS USING A MECHANICAL JOINT ADAPTER WITH STAINLESS STEEL STIFFENER OR

APPROVED EQUAL.

12. ALL DIRECTIONAL DRILLED WATER MAIN PIPE SHALL INCLUDE TRACER WIRE NO. 8 INSULATED COPPER WIRE AS DETAILED IN SECTION 33 05 07.13 OF THE PROJECT MANUAL.

13. MAXIMUM PIPE DEFLECTION IS ASSUMED 1° FOR PVC AND 3° FOR DI. INSTALL ADDITIONAL BENDS AS NEEDED (INCIDENTAL).

STORM SEWER

SANITARY SEWER

WATER MAIN

GAS MAIN

UNDERGROUND ELECTRIC LINES

UNDERGROUND TELEPHONE LINES

UNDERGROUND CABLE TELEVISION LINES

OVERHEAD LINES

PUBLIC LIGHTING LINES

STEAM LINES

FENCE LINE

PROJECT PHASE LIMIT LINE

CONCRETE CURB AND GUTTER (STANDARD)

CONCRETE CURB AND GUTTER (REVERSED)

THICKENED SLAB CURB/WALK

STORM MANHOLE

CATCH BASIN

YARD BASIN

INLET BASIN

END SECTION

ROOF/DOWN SPOUT

OVERFLOW/OUTLET STRUCTURE

STORM CLEAN OUT

SANITARY MANHOLE

SANITARY CLEAN OUT

SANITARY RISER

SANITARY PUMP STATION

150.23

EXISTING PROPOSED

GATE VALVE

FIRE HYDRANT

STOP BOX AND VALVE

FDC CONNECTION

WATER METER

POST INDICATOR VALVE

WELL HEAD

IRRIGATION CONTROL BOX

LAWN IRRIGATION HEAD

GAS VALVE

GAS MANHOLE

GAS RISER

GAS METER

ELECTRIC MANHOLE

ELECTRIC RISER

ELECTRIC METER

ELECTRIC TRANSFORMER

LIGHT POLE

TELEPHONE MANHOLE

TELEPHONE RISER

TELEPHONE CROSS BOX

CABLE RISER

TRAFFIC CONTROL BOX

AIR CONDITIONER

PUBLIC LIGHTING MANHOLE

UTILITY POLE

GUY WIRE ANCHOR

UTILITY FLAG

SIGN POST

GUARD POST/BOLLARD

FENCE POST

PAY PHONE

PARKING METER

RESIDENTIAL MAILBOX

U.S. MAILBOX

BLDG CORNER (FIELD LOCATED)

TREE

WETLAND FLAG

SPOT ELEVATION

SOIL BORING

ASPH.

CONC.

A.C.

G.P.

C.L.F.

D.L.

F.F.

O.H.

F.I.

S.I.

F.I.P.

M. R.

F.M.

S.N.

1. ALL DAMAGE DONE TO THE EXISTING PAVEMENT DURING CONSTRUCTION MUST BE REMOVED AND REPLACED PER MCDR STANDARDS AND AT THE TOWNSHIP'S/CONTRACTOR'S EXPENSE. IT SHALL BE DONE AT THE

DIRECTION OF THE MCDR'S INSPECTIONS SUPERVISOR AND DISTRICT INSPECTOR.

2. WORK WITHIN THE ROAD RIGHT-OF-WAYS SHALL BE SUBJECT TO THE REVIEW, APPROVAL, AND INSPECTION OF MACOMB COUNTY DEPARTMENT OF ROADS ANY OTHER PUBLIC AGENCY HAVING JURISDICTION.

3. SEE MCDR DETAIL SHEETS FOR ALL PAVEMENT SECTION DETAILS WITHIN THE ROAD RIGHT-OF-WAY.

4. ALL UTILITIES CROSSING THE DRIVEWAY AREAS MUST BE BACKFILLED WITH COMPACTED SAND BACKFILL IN MAX 9" LIFTS TO 95% PROCTOR.

5. ALL EXISTING STORM CULVERT AND END SECTIONS SCHEDULED FOR REPLACEMENT SHALL BE OF EQUAL SIZE AND MATERIAL. PIPES AND CULVERTS MUST BE SET AT ELEVATIONS TO MAINTAIN POSITIVE DRAINAGE

AND IN ACCORDANCE WITH THE MACOMB COUNTY DEPARTMENT OF ROAD STANDARDS AND SPECIFICATIONS.

6. ALL DITCHING MUST BE RESTORED TO ITS ORIGINAL CONDITION AND MAINTAIN POSITIVE DRAINAGE, SEE FIGURE 4-5 IN THE MCDR SUBDIVISION DEVELOPMENT PROCEDURES, STANDARD & SPECIFICATIONS.

7. THE CONSTRUCTION OF A PAVED RESIDENTIAL APPROACH ON ALL PRIMARY AND LOCAL ROAD SYSTEMS SHALL CONSIST OF A MINIMUM OF 6" OF CONCRETE PLACED ON A SAND SURFACE (MDOT CLASS II SAND

MINIMUM) OF 4" OR A MINIMUM OF 4" OF ASPHALT PLACED ON 6" OF 21AA AGGREGATE BASE COMPACTED TO 95% MAXIMUM DENSITY.

TREE, REM

ASPHALT

CONCRETE

AIR CONDITIONER

GUARD POST

CHAIN-LINK FENCE

DOOR LEDGE

FINISHED FLOOR

OVERHANG

FOUND IRON

SET IRON

FOUND IRON PIPE

MEASURED RECORD

FOUND MONUMENT

SET NAIL

x.xx acDRAINAGE AREA

SEDIMENT INLET FILTER

MUD MAT ENTRANCE

CHECK DAM

SEDIMENT CONTROL FENCE

DRAINAGE AREA LINE

PICKLEBALL COURT HMA

SIDEWALK, CONC, 4 INCH

COMPACTED CL II SAND BACKFILL

1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT STANDARDS, SPECIFICATIONS, AND GENERAL CONDITIONS OF THE CHARTER TOWNSHIP OF WASHINGTON, AND ANY/OR OTHER

AGENCIES HAVING JURISDICTION.

2. UTILITY INFORMATION SHOWN ON THESE PLANS WAS OBTAINED FROM UTILITY OWNERS AND THEREFORE MAY NOT BE ACCURATE OR COMPLETE. THE CONTRACTOR SHALL VERIFY AND OBTAIN ANY INFORMATION

NECESSARY REGARDING THE PRESENCE OF UNDERGROUND UTILITIES WHICH MIGHT HAVE AN IMPACT ON THIS PROJECT AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES

WHETHER THEY ARE SHOWN OR NOT ON THE PLANS.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AT PROPOSED CONNECTIONS AND/OR CROSSINGS, AND TO NOTIFY THE ENGINEER OF ANY

DISCREPANCIES TO THESE PLANS.

4. 72 HOURS PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CONTACT MISS DIG AT (800) 482-7171 FOR THE LOCATION OF UNDERGROUND GAS AND CABLE FACILITIES AND SHALL ALSO NOTIFY REPRESENTATIVES OF

OTHER UTILITIES LOCATED IN THE VICINITY OF THE WORK.

5. ALL PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR. ALL PERMIT FEES, BONDS, AND INSURANCE REQUIRED BY THE ISSUING AGENCIES SHALL BE PROVIDED BY THE CONTRACTOR AND MUST BE KEPT

CURRENT. THE CONTRACTOR IS RESPONSIBLE FOR ALL OTHER FEES, INSPECTION COSTS, ETC., AND SHALL ADHERE TO ALL REQUIREMENTS SET FORTH IN SAID PERMITS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL WORK AREAS TO ENSURE THE SAFETY OF ALL OCCUPANTS, VISITORS, PEDESTRIANS, WORKERS, ETC. THE CONTRACTOR SHALL REPAIR AND MAINTAIN

ALL CONSTRUCTION FENCING AS NECESSARY.

7. THE CONTRACTOR SHALL PROVIDE FOR CONTROLLED ACCESS TO THE SITE FOR USE BY THE VARIOUS WORK FORCES, EMERGENCY VEHICLES, OCCUPANTS, VISITORS, ETC. THROUGHOUT CONSTRUCTION. THIS

ACCESS MUST PROVIDE FOR THE REMOVAL OF MUD FROM VEHICLES TIRES. ROADWAYS AND DRIVEWAYS SHALL BE MAINTAINED AND OPEN FOR EMERGENCY VEHICLES AT ALL TIMES. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO NOTIFY THE RESIDENTS AND BUSINESSES WHOSE DRIVEWAYS ARE AFFECTED BY THEIR SCHEDULE 24 HOURS IN ADVANCE. CONTRACTOR SHALL SCHEDULE CONSTRUCTION AT NON-PEAK USE

HOURS AND SHALL MINIMIZE DRIVEWAY CLOSURE BY EXPEDITING CONSTRUCTION.

8. THE CONTRACTOR SHALL PROVIDE NECESSARY SIGNS, BARRICADES, AND LIGHTS TO PROTECT THE TRAFFIC AND THE WORK AS DIRECTED BY THE PLANS AND BY THE MACOMB COUNTY DEPARTMENT OF ROADS. ALL

TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD).

9. THE CONTRACTOR IS REQUIRED TO CONFINE CONSTRUCTION ACTIVITIES TO THE LIMITS OF THE SITE AS SHOWN ON THE CONSTRUCTION PLANS. ANY DAMAGE OR DISRUPTION TO ADJACENT SITES IS THE

RESPONSIBILITY OF THE CONTRACTOR TO CORRECT IMMEDIATELY. NO OFF-SITE WORK SHALL BE PERFORMED OUTSIDE OF PUBLIC RIGHTS-OF-WAY OR DEDICATED EASEMENTS WITHOUT PRIOR WRITTEN APPROVAL OF

THE PROPERTY OWNER.

10. GREAT CARE SHALL BE TAKEN TO AVOID DAMAGE TO VEGETATION OUTSIDE THE CLEARING AND GRUBBING LIMITS. NO DRIVING OR PARKING OF VEHICLES AND/OR STORAGE OF MATERIALS AND SUPPLIES SHALL BE

PERMITTED OUTSIDE THE LIMITS OF CONSTRUCTION.

11. ALL ELEVATIONS ON THESE PLANS ARE ON THE NAVD88 DATUM.

12. THE PROTECTION OF EXISTING TREES, AS REQUIRED, SHALL BE SOLELY THE CONTRACTOR'S RESPONSIBILITY.

13. ALL CONSTRUCTION SHALL HAVE INSPECTION PROVIDED BY THE CHARTER TOWNSHIP OF WASHINGTON. THE CONTRACTOR SHALL CONTACT THE TOWNSHIP 48 HOURS BEFORE THE START OF CONSTRUCTION.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL AND SHALL PROVIDE ALL NECESSARY MATERIAL AND EQUIPMENT TO KEEP DUST IN CHECK AT ALL TIMES. THE CONTRACTOR SHALL RESPOND

IMMEDIATELY TO ANY AND ALL COMPLAINTS. DUST CONTROL SHALL BE INCIDENTAL TO THE PROJECT.

15. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER SPRINKLER HEADS, PIPING, LIGHTING, AND BURIED ELECTRICAL CABLE, MAILBOXES, FENCES, SIGNS, ETC., THAT MAY OR MAY NOT BE INDICATED ON

THESE PLANS. THE CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL COMPONENTS OF SUCH SYSTEMS. ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, MINIMUM STANDARD

REQUIREMENTS, OR AS SPECIFIED HEREIN; WHICHEVER IS MORE STRINGENT.

16. ROADWAY, DRIVEWAY, AND PARKING AREA FINAL RESTORATION SHALL BE PERFORMED WITH SURFACE AND BASE MATERIALS MATCHING EITHER THE EXISTING MATERIALS IN QUALITY AND THICKNESS, PER MINIMUM

REQUIREMENTS, OR PER THE FOLLOWING, WHICHEVER IS MORE STRINGENT:

A. ASPHALT

1. ROADS - 8” MDOT 5/4/2E3 ASPHALT-21AA BASE

2. DRIVES - 4” MDOT 1100 ASPHALT-21AA BASE

3. PATHS - 4” MDOT 1100 ASPHALT -22A BASE

B. CONCRETE

1. ROADS - 6” 3500 PSI CONCRETE-21AA BASE

2. DRIVES - 6” 3500 PSI CONCRETE-21AA BASE

3. PATHS - 4” 3500 PSI CONCRETE-CL II BASE

C. GRAVEL

1. ROADS - 12" MDOT 22A GRAVEL

2. DRIVES - 12” MDOT 21AA GRAVEL

17. ALL LOT MARKERS AND MONUMENT POINTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR.

18. FINAL CLEANUP AND RESTORATION SHALL CONSIST OF FINE GRADING OF CONSTRUCTION AREAS, REMOVAL OF CONSTRUCTION SIGNS, ETC. TOPSOIL SHALL BE SPREAD OVER ALL DISTURBED AREAS, FOLLOWED BY

SEED, FERTILIZER AND EROSION MAT OR STRAW MULCH, OR AS FURTHER REQUIRED BY THE CONTRACT DOCUMENTS. ALL REQUIRED RESTORATION ITEMS NOT SPECIFICALLY IDENTIFIED AS A PAY ITEM SHALL BE

CONSIDERED INCIDENTAL TO THE CONTRACT.

19. THE UTILITY POLES SHOWN ON THESE DRAWINGS ARE INTENDED TO SHOW ONLY THE LOCATION OF EXISTING POLES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE QUANTITY AND DIRECTION OF

OVERHEAD LINES. THE COST FOR SUPPORTING AND RELOCATING POLES SHALL BE INCIDENTAL TO THE PROJECT.

20. THE MEANS AND METHODS OF CONTROLLING GROUNDWATER AND DEWATERING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL COST ASSOCIATED WITH DEWATERING SHALL BE INCIDENTAL TO THE

CONTRACT.

GENERAL NOTES

DEMOLITION NOTES

UTILITY NOTES

PAVING AND GRADING NOTES

MACOMB COUNTY DEPARTMENT OF ROADS

CHARTER TOWNSHIP OF WASHINGTON

GENERAL LEGEND DEMOLITION LEGEND

PAVING AND GRADING HATCH LEGEND

EROSION CONTROL LEGENDEXISTING EXISTINGPROPOSED PROPOSED

LEGEND - EXISTING

GROUND LIGHT

REINFORCED CONCRETE

PIPE

CORREGATED METAL PIPE

SURVEY CONTROL POINT

FINISHED FLOOR

SET NAIL

FOUND MONUMENT

OVERHANG

CHAIN-LINK FENCE

DOOR LEDGE

GUARD POST

FOUND IRON PIPE

MEASURED

RECORD

AIR CONDITIONER

FOUND IRON

CONCRETE

ASPHALT

SET IRON

MISC. TOPO. SHOT

FOUND MON.

FOUND PIPE

BENCHMARK

FENCE POST

SECTION COR.

F. CUT CROSS

FOUND NAIL

FOUND IRON

DEAD TREE

PROT. POST/GUARD POST

BLDG. CORNER (FIELD LOCATED)

EXISTING ELEVATION

HANDICAP PARKING

CONIFEROUS TREE

DECIDUOUS TREE

MANHOLE

CENTERLINE R.R. TRACK

PAY PHONE

MONITORING WELL

LAWN IRRIG. HEAD

SOIL BORING

RESIDENTIAL MAILBOX

U.S. MAILBOX

PARKING METER

BUSH/SHRUB

WETLAND FLAG

UTILITY FLAG

GUY

SIGN

CABLE RISER

TELE. MH

TELE. CROSS BOX

TELE. RISER

GAS MH

GAS VALVE

GAS RISER

GAS METER

STEAM MH

COMB. MH

POST INDICATOR VALVE

STORM CLEAN OUT

ROUND CB

TRAFFIC CONTROL BOX

IRRIGATION CONTROL BOX

FDC CONNECTION

ELEC. RISER

ELEC. METER

ELEC. MH

AIR CONDITIONER

ELEC. TRANS.

UTILITY POLE

LIGHT POLE

OVERFLOW/OUTLET STRUCTURE

ROOF/DOWN SPOUT

CULVERT E.S.

BEEHIVE CB

CATCH BASIN

STORM MH

WELL HEAD

WATER METER

WATER VALVE

HYDRANT

GATE VALVE

SAN. PUMP STATION

SAN. RISER

SAN. CLEAN OUT

SAN. MH

WALL

CL DITCH/STREAM

TELEPHONE OVERHEAD

ELECTRIC OVERHEAD

SECTION LINE

TREE LINE

SHRUB LINE

CURB

MISC. LINE

STEAM LINE

PAINT STRIPE

UG CABLE TV LINE

PLD LINE

UG TELE. LINE

UG ELEC. LINE

COMBINED SEWER

OVERHANG LINE

RAILING

E/ BRICK

WATER LINE

SAN. LINE

STORM LINE

GAS LINE

WETLAND LINE

WATER EDGE

B/ BANK

T/ BANK

OVERHEAD WIRES

BLDG. LINE

GUARD RAIL

FENCE

RAILROAD

E/ WALK

CL ROAD

E/ GRAVEL

E/ PAVEMENT

PUBLIC LIGHTING MH

EX PARCEL LINE

EX ROW

GENERAL NOTES

& LEGEND

NONE

CP-02

Z:

\20

8.0

1 G ilc he r-C ris sm an P av ilio n\D es ign \C

AD

\W or k S he ets

\C P-

G en er al No tes

Le ge nd .dw g

Copyright © 2025 Giffels Webster.

No reproduction shall be made without the prior written consent of Giffels Webster.

Developed For:

Engineers Surveyors Planners

Landscape Architects

Executive:

Manager:

Designer:

Quality Control:

Section:

Project:

Sheet:

Scale:

Date:

ISSUE:DATE:

Professional Seal:

M.K.

B.K.

B.D.M.

B.K. / M.K.

T-04-N R-12-E

WASHINGTON TWP.

MACOMB COUNTY

MICHIGAN

MARCH 2025

20408.00

GILCHER-CRISSMAN PARK

PAVILION

6303 26 Mile Road Suite 100

Washington Twp, MI 48094 p (586) 781-8950 f (313) 962-5068 www.giffelswebster.com

Know what's below.

before you dig.Call

R

P: (586) 752-6543

WASHINGTON, BRUCE, &

ROMEO PARKS AND

RECREATION

COMMISSION

361 MORTON STREET

ROMEO, MI 48065

https://rwbparksrec.org/

04.15.2025 FOR BID

856861

30' 60'

SCALE: 1" = 30'

STRUCTURE TYPE SIZE OF PIPE RIM DROP INVERT DIRECTION COMMENTS

50 SANITARY MANHOLE CL/CHANNEL 857.12 -29.45 827.67 EAST/WEST FLOWS EAST

160 SANITARY MANHOLE

12" 854.40 -11.05 843.35 EAST/WEST

854.40 -27.50 826.90 EAST DROP CONNECTION

12" 854.40 -27.75 826.65 WEST

12" 854.40 -27.80 826.60 SOUTH FLOWS SOUTH

202 SANITARY MANHOLE CL/CHANNEL 847.03 -12.90 834.13 NORTH/SOUTH 12" CHANNEL; FLOWS SOUTH

268 SANITARY MANHOLE

12" 850.76 -9.00 841.76 WEST

CL/CHANNEL 850.76 -16.14 834.62 NORTH/SOUTH FLOWS SOUTH

Z:

\20

8.0

1 G ilc he r-C ris sm an P av ilio n\D es ign \C

AD

\W or k S he ets

\C P-

E xis tin g C on dit ion s.d wg

Copyright © 2025 Giffels Webster.

No reproduction shall be made without the prior written consent of Giffels Webster.

Developed For:

Engineers Surveyors Planners

Landscape Architects

Executive:

Manager:

Designer:

Quality Control:

Section:

Project:

Sheet:

Scale:

Date:

ISSUE:DATE:

Professional Seal:

M.K.

B.K.

B.D.M.

B.K. / M.K.

T-04-N R-12-E

WASHINGTON TWP.

MACOMB COUNTY

MICHIGAN

MARCH 2025

20408.00

GILCHER-CRISSMAN PARK

PAVILION

6303 26 Mile Road Suite 100

Washington Twp, MI 48094 p (586) 781-8950 f (313) 962-5068 www.giffelswebster.com

Know what's below.

before you dig.Call

R

P: (586) 752-6543

WASHINGTON, BRUCE, &

ROMEO PARKS AND

RECREATION

COMMISSION

361 MORTON STREET

ROMEO, MI 48065

https://rwbparksrec.org/

04.15.2025 FOR BID

EXISTING

CONDITIONS

1" = 30'

CP-03

855.40

855.40 854.92

855.04

854.18 M

854.10 M

855.40

855.40

855.40

855.40

4.2%

FUTURE

RESTROOMS

(N.I.C)

CONCRETE SIDEWALK

5,335 SF

SEE DETAIL THIS SHEET

30.0'

84.0'

.0'

ELECTRICAL SERVICE

FOR PAVILION

1 LS

5040 SF OPEN AIR

PAVILION

1 LS

REFER TO SHEET

CP-05 FOR DETAIL

EROSION CONTROL, SILT

FENCE

716 LF

SEE DETAIL SHEET CP-06

Z:

\20

8.0

1 G ilc he r-C ris sm an P av ilio n\D es ign \C

AD

\W or k S he ets

\C P-

S ite P lan .dw g

Copyright © 2025 Giffels Webster.

No reproduction shall be made without the prior written consent of Giffels Webster.

Developed For:

Engineers Surveyors Planners

Landscape Architects

Executive:

Manager:

Designer:

Quality Control:

Section:

Project:

Sheet:

Scale:

Date:

ISSUE:DATE:

Professional Seal:

M.K.

B.K.

B.D.M.

B.K. / M.K.

T-04-N R-12-E

WASHINGTON TWP.

MACOMB COUNTY

MICHIGAN

MARCH 2025

20408.00

GILCHER-CRISSMAN PARK

PAVILION

6303 26 Mile Road Suite 100

Washington Twp, MI 48094 p (586) 781-8950 f (313) 962-5068 www.giffelswebster.com

Know what's below.

before you dig.Call

R

P: (586) 752-6543

WASHINGTON, BRUCE, &

ROMEO PARKS AND

RECREATION

COMMISSION

361 MORTON STREET

ROMEO, MI 48065

https://rwbparksrec.org/

04.15.2025 FOR BID

30' 60'

SCALE: 1" = 30'

SITE PLAN

1" = 20'

CP-04

NOTES:

1. CONTRACTOR TO REVIEW ENVIRONMENTAL REPORTS

DATED APRIL 20, 1999 AND OCTOBER 17, 2003 PREPARED BY

McDOWELL & ASSOCIATES, JULY 22, 1999 BY THE DEQ, AND

SEPTEMBER 23, 2003 BY PEA GROUP REGARDING EXISTING

SOIL CONDITIONS AND RESTRICTIONS. PRECAUTIONS MUST

BE TAKEN DURING CONSTRUCTION TO PREVENT

CONTAMINATED SOIL AND/OR GROUNDWATER FROM

ENTERING UTILITY SYSTEM OR MIGRATING OFFSITE.

EXISTING SOILS ARE NOT TO BE REUSED ON SITE WITHOUT

1 FOOT OF CLEAN TOPSOIL EXPOSED TO SURFACE.

EXISTING MATERIAL MUST BE REMOVED AND DISPOSED OF

AT AN APPROVED DISPOSAL FACILITY. TESTING (BY

OWNER) MAY BE REQUIRED.

1.1. ESTIMATED VOLUME OF EXCESS EXCAVATED

MATERIAL TO BE DISPOSED OF: 185 CYD

1.1.1. DISPOSED VOLUME IS ALL MATERIAL LEFT FROM

EXCAVATION FOR ELECTRICAL TRENCH,

SUBGRADE UNDERCUTTING, AND PAVILION

FOOTINGS THAT CANNOT BE USED ON SITE DUE TO

THE REQUIREMENT THAT 1' OF CLEAN TOPSOIL BE

PLACED AT SURFACE. THIS QUANTITY DOES NOT

INCLUDE THE 6 INCHES OF TOPSOIL TO BE

SALVAGED AND CAN BE RE-USED ON SITE.

1.2. ESTIMATED VOLUME OF CLEAN FILL/TOPSOIL

REQUIRED TO BE BROUGHT TO SITE: 70 CYD

1.2.1. THIS QUANTITY ASSUMES THAT ALL OF THE

SALVAGED TOPSOIL CAN BE USED AS CLEAN FILL.

2. ELECTRICAL SERVICE FOR PAVILION SHALL INCLUDE

CONNECTING TO EXISTING PANEL AND WIRING OF THE

PAVILION TO INCLUDE TWO (2) GFCI OUTLETS AND

SUFFICIENT LIGHTING (INCLUDING FIXTURES) UNDER THE

PAVILION.

2.1. CONTRACTOR TO SUBMIT ELECTRICAL PLAN TO

GIFFELS WEBSTER AND WASHINGTON TOWNSHIP

BUILDING DEPARTMENT FOR APPROVAL.

2.2. CONTRACTOR TO VERIFY WHETHER THE EXISTING

ELECTRICAL PANEL CAN HANDLE THE NEW LOADS

PRIOR TO BIDDING. NOTE THAT THERE IS A CONTRACT

TO BE COMPLETED SUMMER 2025 TO CONNECT THE

ELECTRICAL FOR 7 NEW PARKING LOT AREA LIGHTS

AND 14 SECURITY CAMERAS TO THE PANEL.

2.3. CONTRACTOR TO PROVIDE A MINIMUM OF 2 CIRCUITS

AT THE CORNER OF THE PAVILION TO BE USED FOR

FUTURE LIGHTING WITHIN STRUCTURE.

CONCRETE SIDEWALK

QUANTITIES THIS SHEET

NON HAZ CONTAMINATED MATERIAL HANDLING AND DISPOSAL, LM 185 CYD

CLEAN FILL 70 CYD

TOPSOIL SURFACE, SALV, 6 INCH 657 SYD

EROSION CONTROL, SILT FENCE 716 LF

SIDEWALK, CONC, 4 INCH 5335 SF

AGGREGATE BASE, 4 INCH, CL II SAND 593 SYD

SUBBGRADE UNDERCUTTING, TYPE II, MODIFIED 125 CYD

5040 SF OPEN AIR PAVILION 1 LS

ELECTRICAL SERVICE FOR PAVILION 1 LS

CONCRETE SIDEWALK

TOPSOIL SURFACE, SALV, 6 INCH

SHEET LEGEND

Z:

\20

8.0

1 G ilc he r-C ris sm an P av ilio n\D es ign \C

AD

\W or k S he ets

\C P-

D eta ils

.dw g

Copyright © 2025 Giffels Webster.

No reproduction shall be made without the prior written consent of Giffels Webster.

Developed For:

Engineers Surveyors Planners

Landscape Architects

Executive:

Manager:

Designer:

Quality Control:

Section:

Project:

Sheet:

Scale:

Date:

ISSUE:DATE:

Professional Seal:

M.K.

B.K.

B.D.M.

B.K. / M.K.

T-04-N R-12-E

WASHINGTON TWP.

MACOMB COUNTY

MICHIGAN

MARCH 2025

20408.00

GILCHER-CRISSMAN PARK

PAVILION

6303 26 Mile Road Suite 100

Washington Twp, MI 48094 p (586) 781-8950 f (313) 962-5068 www.giffelswebster.com

Know what's below.

before you dig.Call

R

P: (586) 752-6543

WASHINGTON, BRUCE, &

ROMEO PARKS AND

RECREATION

COMMISSION

361 MORTON STREET

ROMEO, MI 48065

https://rwbparksrec.org/

04.15.2025 FOR BID

DETAILS

N.T.S.

CP-05

5040 SF PAVILION DETAIL

OR APPROVED EQUAL

PAVILION FOOTING REFERENCE

NOT FOR CONSTRUCTION - FOOTING TO BE DESIGNED BY PAVILION

MANUFACTURER

NOTE: COVERWORX DRAWINGS ARE FOR REFERENCE AND

AN EXAMPLE OF ONE APPROVED SUPPLIER. CONTRACTOR

CAN USE OTHER SUPPLIER AND INDICATE THAT DURING BID.

DRAWINGS ARE NOT TO SCALE

1. CONSTRUCTION IS TO INCLUDE ALL WORK ASSOCIATED WITH BUILDING A COMPLETE PAVILION AS SHOWN ON THE PLANS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO, BUILDING MATERIALS, AGGREGATE BASE, CONCRETE FOUNDATION, STEEL

REINFORCEMENT, ROOFING, ETC. ITEM INCLUDES CONSTRUCTION OF THE ENTIRE SYSTEM.

2. DESIGN AND SUBMITTAL FOR BUILDING DEPARTMENT REVIEW AND APPROVAL IS ALSO REQUIRED. CONTRACTOR TO PROVIDE

DOCUMENTATION ON BUILDING SUPPLIER OTHER THAN COVERWORX FOR REVIEW AND APPROVAL.

3. CONTRACTOR TO COORDINATE WITH PAVILION MANUFACTURER AND GIFFELS WEBSTER/OWNER TO DETERMINE FINAL LOCATION OF

ALL OUTLET AND LIGHTING CUTOUTS.

2 CUTOUTS FOR

ELECTRICAL OUTLETS -

LOCATIONS TBD

CUTOUTS FOR

LIGHTING - NUMBER

AND LOCATIONS TBD

TEMPORARY SEDIMENT INLET FILTER

SECTION A

PLAN VIEW

A A

FRONT VIEW

SECTION A SECTION B

TOP VIEW

PLAN VIEW

SEDIMENT CONTROL FENCING

TOTAL PROJECT DISTURBED AREA 0.28 ACRES +/-

EROSION CONTROL LEGEND

PARCEL INFORMATION

PROJECT START DATE:

PROJECT COMPLETION DATE:

TIMING REQUIREMENTS

CONTACT FOR ALL TEMPORARY AND

PERMANENT EROSION CONTROL

MEASURES

MAINTENANCE SCHEDULE

SOIL TYPE ON SITE

NOTES

NOTE:

CONSTRUCTION ACCESS IS FROM EXISTING 29 MILE ROAD

WATERCOURSE

DUST CONTROL PROVISIONS

ADDITIONAL EROSION CONTROL NOTES

1. SOIL EROSION CONTROL PRACTICES WILL BE ESTABLISHED IN EARLY STAGES OF CONSTRUCTION BY CONTRACTOR. SEDIMENTATION CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTING OF DIRT OUT OF THE WORK AREA.

2. CONTRACTOR SHALL PRESERVE NATURAL VEGETATION AS MUCH AS POSSIBLE.

3. PROTECT ALL EXISTING TREES, INCLUDING THEIR BRANCHES AND ROOTS, FROM DAMAGE DUE TO THIS WORK UNLESS SPECIFICALLY IDENTIFIED FOR REMOVAL.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL APPLICABLE NPDES REGULATIONS, INCLUDING INSPECTION, RESTORATION, AND RECORD KEEPING REQUIREMENTS.

5. CONSTRUCTION ACTIVITIES (INCLUDING INSTALLATION OF PIPE, ASSOCIATED VALVES, STRUCTURES, BACKFILLING, SURFACE RESTORATION, AND REMOVAL OF EXCESS EXCAVATED MATERIAL) SHALL BE ACCOMPLISHED IN ONE CONTINUOUS OPERATION.

6. IF PERMANENT STABILIZATION CANNOT BE PROVIDED WITHIN 15 DAYS OF THE COMPLETION OF PIPE LAYING OPERATIONS, TEMPORARY STABILIZATION SHALL BE PROVIDED AT ALL DISTURBED AREAS. TEMPORARY STABILIZATION SHALL FURTHERMORE BE PROVIDED

DURING THE NON-GROWING SEASON (OCTOBER 1 THROUGH APRIL 20) FOR ALL AREAS TO BE SEEDED.

7. TEMPORARY STABILIZATION SHALL CONSIST OF EITHER SMALL GRAIN STRAW OR GRASS HAY SPREAD AT THE RATE OF 1.5 TO 2 TONS PER ACRE, OR MULCH BLANKETS, WHICH SHALL BE ANCHORED IN PLACE TO PREVENT DISPLACEMENT FROM WIND AND RAIN.

TEMPORARY STABILIZATION SHALL BE REPAIRED AS OFTEN AS NECESSARY, AS DETERMINED BY THE AGENCY WITH JURISDICTION.

MACOMB COUNTY SOIL EROSION AND SEDIMENTATION CONTROL NOTES

1. REFER TO GENERAL NOTES ON SHEET CP-02 FOR ADDITIONAL REQUIREMENTS AND RESPONSIBILITIES.

2. 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 MACOMB COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE.

3. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE MACOMB COUNTY PUBLIC WORKS OFFICE.

4. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON-SITE AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MANMADE OPEN DITCHES, STREAMS, STORM

DRAINS, LAKES, AND PONDS.

5. 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.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF SOIL EROSION AND SEDIMENTATION CONTROL DEVICES. 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 MACOMB COUNTY PUBLIC WORKS OFFICE.

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

8. CONTRACTOR SHALL INSTALL A CRUSHED CONCRETE ACCESS DRIVE PLACED ON GEOTEXTILE FABRIC AS INDICATED ON THE PLAN. THE ACCESS DRIVE MUST BE A MINIMUM OF 30'X20'X8”.

A. NEW LAYERS OF CRUSHED CONCRETE WILL BE ADDED AS OLD LAYERS BECOME COMPACTED.

9. CONTRACTOR SHALL INSTALL SILT FENCE AS INDICATED ON THE PLAN AND AT ADDITIONAL AREAS AS NECESSARY.

A. SILT FENCE SHALL BE INSTALLED PER DETAIL ON SHEET THIS SHEET.

B. BUILDUP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE SILT FENCE.

C. IF SILT FENCE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF EXPECTED USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE SILT FENCE SHALL BE REPLACED PROMPTLY.

D. SILT FENCE SHALL IN INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS OF RAINFALL AND DAILY DURING A PROLONGED RAIN EVENT. REQUIRED MAINTENANCE SHALL BE PROVIDED PROMPTLY.

10. CONTRACTOR SHALL INSTALL INLET FILTER ON ALL PAVEMENT CATCH BASINS PER DETAIL ON SHEET THIS SHEET.

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.

11. CONTRACTOR SHALL INSTALL DRAIN GUARD ON ALL CATCH BASINS PER DETAIL ON SHEET THIS SHEET, SEED OR SOD THE AREA BETWEEN THE SILT FENCE AND THE INLET.

A. DRAIN GUARDS SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS OF RAINFALL, AND DURING A PROLONGED RAIN EVENT.

B. BUILDUP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO 1/3 TO 1/2 OF THE HEIGHT OF THE SILT FENCE.

C. IF FABRIC DECOMPOSES OR BECOME INEFFECTIVE PRIOR TO THE END OF EXPECTED USABLE LIFE AND THE BARRIER IS STILL REQUIRED, THE FABRIC SHALL BE REPLACED PROMPTLY.

12. INLET SEDIMENT TRAPS AND ALL DITCH SEDIMENT TRAPS SHALL BE INSPECTED DAILY. SEDIMENT PITS SHALL BE CLEANED OUT WHEN HALF FULL, OR AS DIRECTED BY THE MACOMB COUNTY PUBLIC WORKS OFFICE.

13. UTILITIES AND PUMP STATION

A. THE ROAD RIGHT-OF-WAY MUST BE SEEDED AND MULCHED WITHIN 5 DAYS AFTER UTILITIES HAVE BEEN INSTALLED. IF THIS IS NOT POSSIBLE, ALL SESC MEASURES MUST STAY IN PLACE AND MUST BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED.

14. ALL STOCKPILED SOILS SHALL BE MAINTAINED IN SUCH A WAY AS TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THE STOCKPILE WILL BE ON-SITE FOR MORE THAN 30 DAYS, THEN THE STOCKPILE MUST BE SEEDED. SILT FENCE MUST BE INSTALLED AROUND THE

PERIMETER OF THE STOCKPILE. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH UNWEATHERED SMALL GRAIN STRAW, SPREAD UNIFORMLY AT THE RATE OF 1 TO 2 TONS PER ACRE OR 100 POUNDS (2-3 BALES) PER 1,000 SQUARE FEET. THIS MULCH

SHOULD BE ANCHORED WITH DISC TYPE MULCH ANCHORING TOOL OR OTHER MEANS AS APPROVED BY THE MACOMB COUNTY PUBLIC WORKS OFFICE. MULCH MATTING MAY BE USED IN LIEU OF LOOSE MULCH.

15. IF ANY DEWATERING IS NEEDED, IT SHALL BE DISCHARGED THROUGH A FILTER BAG OVER A WELL-VEGETATED AREA. THE PUMP MUST DISCHARGE AT A NON-EROSIVE VELOCITY. IF NECESSARY, AN APPROVED ENERGY DISSIPATER MAY BE USED.

16. ALL DIRT TRACKED ONTO ANY ROADWAY SHALL BE REMOVED IMMEDIATELY.

17. STREETS AND OR PARKING AREAS SHALL BE SCRAPED DAILY AND SWEPT AT A MINIMUM OF ONCE PER WEEK BY CONTRACTOR.

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

19. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA SHALL BE COMPLETED 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.

20. CONTRACTOR SHALL ESTABLISH FINAL GRADING, VEGETATION, AND/OR LANDSCAPE OF ALL DISTURBED AREAS NOT BUILT OR PAVED UPON. VEGETATION STABILIZATION OF ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN 15 DAYS OF COMPLETION OF FINAL

GRADING.

SOIL EROSION &

SEDIMENT CONTROL

NOTES & DETAILS

NONE

CP-06

Z:

\20

8.0

1 G ilc he r-C ris sm an P av ilio n\D es ign \C

AD

\W or k S he ets

\C P-

S oil E ro sio n & S ed im en t C on tro l N ote s & D eta ils

.dw g

Copyright © 2025 Giffels Webster.

No reproduction shall be made without the prior written consent of Giffels Webster.

Developed For:

Engineers Surveyors Planners

Landscape Architects

Executive:

Manager:

Designer:

Quality Control:

Section:

Project:

Sheet:

Scale:

Date:

ISSUE:DATE:

Professional Seal:

M.K.

B.K.

B.D.M.

B.K. / M.K.

T-04-N R-12-E

WASHINGTON TWP.

MACOMB COUNTY

MICHIGAN

MARCH 2025

20408.00

GILCHER-CRISSMAN PARK

PAVILION

6303 26 Mile Road Suite 100

Washington Twp, MI 48094 p (586) 781-8950 f (313) 962-5068 www.giffelswebster.com

Know what's below.

before you dig.Call

R

P: (586) 752-6543

WASHINGTON, BRUCE, &

ROMEO PARKS AND

RECREATION

COMMISSION

361 MORTON STREET

ROMEO, MI 48065

https://rwbparksrec.org/

04.15.2025 FOR BID