ORONOKO TOWNSHIPred bud trail us 31 n tudor rd snow rd gas electric telephone cable television water...

UTILITIES

PROJECTLOCATION

NOTESEXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE PROPOSAL ANDSUPPLEMENTAL SPECIFICATIONS CONTAINED THEREIN, ALL MATERIALS ANDWORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2012 MICHIGAN DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION.

THE PLACING OF PAVEMENT MARKINGS AND TRAFFIC CONTROL SIGNS SHALL BE DONEIN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES AS AMENDED.

IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, ALL CONTRACTORS SHALL CALL MISSDIG @ 811 OR 800-482-7171 FOR PROTECTION OF UNDERGROUND UTILITIES A MINIMUMOF THREE FULL WORKING DAYS (EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS)PRIOR TO BEGINNING EACH EXCAVATION IN ANY AREA. MEMBERS WILL THUS BEROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THERESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE"MISS DIG" ALERT SYSTEM.

E SHAWNEE RD

INDEX OF PLANS

180547-01

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THE REPRODUCTION, COPYING OR OTHERUSE OF THIS DRAWING WITHOUT WRITTENCONSENT IS PROHIBITED.© 2020 WIGHTMAN & ASSOCIATES, INC.

BENTON HARBOR2303 Pipestone RoadBenton Harbor, MI 49022Phone: 269.927.0100

KALAMAZOO433 East Ransom StreetKalamazoo, MI 49007Phone: 269.327.3532

ALLEGAN1670 Lincoln Road Allegan, MI 49010Phone: 269.673.8465

www.gowightman.com

JOB No.

02/13/2020

03 02/13/2020DNR COMMENTS

02 08/15/2019 RASTRAIL UPDATES

01 7/23/2019 RASISSUED FOR DNR REVIEW

ORONOKOTOWNSHIP4583 E. SNOW ROAD P.O. BOX214BERRIEN SPRINGS, MI 49103

PROJECT NAME:

SNOW ROADRECREATIONFACILITY

COVER SHEET

ORONOKO TOWNSHIPSNOW ROAD RECREATION FACILITY

N

BERRIEN COUNTY, MISCALE: NONE

N T

UD

OR

RD

RE

D B

UD

TR

AIL

US 31

SNOW R

D

GAS

ELECTRIC

TELEPHONE

CABLETELEVISION

WATER AND SEWER

"MISS DIG"

MICHIGAN GAS UTILITIES711 STARLITE DRIVEBENTON HARBOR, MI 49022(269) 927 - 5537SCOTT PURUCKER

AMERICAN ELECTRIC POWER2425 MEADOWBROOK ROADBENTON HARBOR, MICHIGAN 490221-269-695-1737JEANNE JOHNSONA T & T1435 MILTONBENTON HARBOR, MICHIGAN 490221-269-926-0232CHRIS O'BRIEN

COMCAST CABLE COMMUNICATIONS4045 EDISON LAKES PARKWAYMISHAWAKA, IN 46545(574) 532 - 6361JAY CASTELLO

VILLAGE OF BERRIEN SPRINGS112 N. CASSBERRIEN SPRINGS, MI 491031-269-473-6921BILL DUSTIN

811

W

SB

= SANITARY MANHOLE= SECTION CORNER

= PAVEMENT/SOIL BORING

= TELEPHONE MANHOLE

= WELL

= CATCH BASIN

= CURB INLET

= STORM MANHOLE= GAS VALVE

= WATER VALVE

E

C

OHE

G

T

FOELECTRIC LINE (OVERHEAD)

SANITARY SEWER

WATER MAIN

= TELEPHONE RISER BOX

= FIRE HYDRANT

= GUY ANCHOR

= SATELLITE DISH

CONIFEROUS TREE

= POST

BUSH

= SIGN

STUMP

DECIDUOUS TREE

= LIGHT POLE

EXISTING DITCH LINE

CABLE

STORM SEWER

EXISTING TREE LINE

FORCEMAIN

FIBER OPTIC LINE

= UTILITY POLE

LEGEND

FENCE

= WATER MANHOLE

TREE DESIGNATORS

E

G

T

ELECTRIC LINE

GAS LINETELEPHONE LINE

RIGHT-OF-WAY LINE

EASEMENT LINE/GRADING PERMIT

PROPERTY LINE

= MONITORING WELL

= ANTENNA

O O O O O O O O [] [] [] [] [] [] [] [] [] GUARDRAIL

= CLEAN OUT

= ELECTRIC MANHOLE

= PROPOSED GATE VALVE & VAULT= PROPOSED REDUCER

= WATER ELEVATION

COC

MW

= FOUND IRON PIPE

= TURNING POINT/TRAVERSE

= CABLE RISER BOX

= WATER SPIGOT

VLT = VAULT

WM = WATER METER

E

SA

ST

T

CB

= PROPOSED STORM MANHOLE= PROPOSED SANITARY MANHOLE

RR

CENTER LINE

GRADING LIMITS/LIMITS OF DISTURBANCE

SECTION LINE

W

= PROPOSED GATE VALVE & BOX= PROPOSED HYDRANT

TO BE ABANDONEDIIIIIIIIIIIIIIIIIIII

= MAILBOX

PROPOSEDEXISTING

CONIFEROUS TREETO BE REMOVED

DECIDUOUS TREETO BE REMOVED

C

OHE

FO

180547-01 COVER SHEET180547-02 PROJECT MAP180547-03 DETOUR PLAN180547-04 RECREATION FACILITY LAYOUT180547-05 GRADING PLAN180547-06 DETAILS180547-07 PLAN & PROFILE STA. 17+32 TO STA. 19+75180547-08 PLAN & PROFILE STA. 19+75 TO STA. 24+75180547-09 PLAN & PROFILE STA. 24+75 TO STA. 29+75180547-10 PLAN & PROFILE STA. 29+75 TO STA. 34+75180547-11 PLAN & PROFILE STA. 34+75 TO STA. 39+75180547-12 PLAN & PROFILE STA. 39+75 TO STA. 42+39180547-13 CROSS SECTIONS STA. 15+50 TO STA. 21+00180547-14 CROSS SECTIONS STA. 21+50 TO STA. 26+00180547-15 CROSS SECTIONS STA. 26+50 TO STA. 31+00180547-16 CROSS SECTIONS STA. 31+50 TO STA. 36+00180547-17 CROSS SECTIONS STA. 36+50 TO STA. 42+00

BENCHMARKCHISELED X TOP CONCLIGHT POLE BASEELEV. = 696.53' (NAVD 88)

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

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31+00

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35+00

36+00

37+00

38+00

39+00

40+00

41+00

42+00

43+00

44+00

45+00

45+72

180547-02

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www.gowightman.com

JOB No.

02/13/20201" = 100'





PROJECT NAME:


PROJECT MAP

1 inch = ft.

0

100

100 150 200

N

180547-07

180547-08

180547-09

180547-10

180547-11

180547-12

SNOW ROAD

180574-05

SHAWNEE ROAD

1. THE "2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION" AND "STANDARD PLANS" BY THE MICHIGANDEPARTMENT OF TRANSPORTATION (MDOT) ARE HEREBY INCORPORATED INTO THESE CONTRACTDOCUMENTS. COPIES OF THESE STANDARDS ARE AVAILABLE FOR INSPECTION AT THE OFFICE OF THEENGINEER.

2. THE PLACING OF TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE DONE IN ACCORDANCEWITH THE 2011 MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD), AS AMENDED.

3. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, RULES AND REGULATIONS INFORCE AT THE TIME OF CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION WITH OTHER CONTRACTORSINVOLVED WITH CONSTRUCTION OF THE PROPOSED DEVELOPMENT AND FOR REPORTING ANY ERRORSOR DISCREPANCIES BETWEEN THESE PLANS AND/OR PLANS PREPARED BY OTHERS. IF ANY ERRORS,DISCREPANCIES, OR OMISSIONS BECOME APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION OFTHE ENGINEER PRIOR TO CONSTRUCTION OF ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGNMAY OCCUR.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING ALL BONDS AND INSURANCE CERTIFICATES ANDSUBMITTING TRAFFIC CONTROL PLANS FOR REVIEW AND APPROVAL WHICH MAY BE REQUIRED BY THEORONOKO TOWNSHIP AND MDOT FOR THE CONSTRUCTION OF THIS PROJECT WITHIN THE RESPECTIVEROAD RIGHT-OF-WAY. THE CONTRACTOR SHALL APPLY FOR THESE PERMITS UNLESS OTHERWISE NOTED.NO WORK MAY BE DONE IN THE BERRIEN COUNTY RIGHT-OF-WAY BETWEEN DECEMBER 1 AND APRIL 1.

6. IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, ALL CONTRACTORS SHALL CALL MISS DIG @ 811 OR800-482-7171 FOR PROTECTION OF UNDERGROUND UTILITIES A MINIMUM OF THREE FULL WORKING DAYS(EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS) PRIOR TO BEGINNING EACH EXCAVATION IN ANYAREA. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THERESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERTSYSTEM.

7. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK ANDSHALL CONDUCT HIS OPERATIONS IN A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRINGRELOCATION WILL NOT BE DISTURBED.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ORONOKO TOWNSHIP TO NOTIFY THEMTHAT WORK IS COMMENCING.

9. THE CONTRACTOR SHALL NOTE THAT MACHINE GRADING, MODIFIED INCLUDES THE REMOVAL OF ALLBRUSH, GUARDRAIL, CONCRETE PAD, SPILLWAY AND ALL OTHER MISCELLANEOUS REMOVAL ITEMS ASREQUIRED, THE REMOVAL OF ALL EMBANKMENT, AND ALL OTHER OPERATIONS NECESSARY TO DEVELOPTHE DESIRED CROSS SECTION. ALL TOPSOIL AND UNSUITABLE MATERIAL LOCATED BENEATH THEPROPOSED PAVEMENT SHALL BE REMOVED AS A PART OF MACHINE GRADING, MODIFIED. ALL TOPSOILREMOVED MAY BE STOCKPILED AND REUSED AS MISC. RESTORATION. SEE SPECIAL PROVISIONS FORMACHINE GRADING, MODIFIED.

10. FILL SHALL BE PLACED AND ADEQUATELY KEYED INTO STRIPPED AND SCARIFIED SOILS PER THE MDOT2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION. ALL FILL MATERIAL SHOULD BE ATAPPROXIMATELY THE OPTIMUM MOISTURE CONTENT DURING COMPACTION. FURTHERMORE, FILLMATERIAL SHOULD NOT BE FROZEN NOR BE PLACED ON A FROZEN BASE. IT IS RECOMMENDED THAT ALLEARTHWORK AND SITE PREPARATION ACTIVITIES BE CONDUCTED UNDER ADEQUATE SUPERVISION ANDPROPERLY CONTROLLED IN THE FIELD BY A GEOTECHNICAL ENGINEERING TESTING FIRM.

11. COMPACTION OF ANY FILL BY FLOODING IS NOT ACCEPTABLE. THIS METHOD WILL GENERALLY NOTACHIEVE THE DESIRED COMPACTION, AND THE LARGE QUANTITIES OF WATER WILL TEND TO SOFTEN THEFOUNDATION SOILS.

12. ALL FILL FOR THIS PROJECT MUST BE OBTAINED AND FURNISHED BY THE CONTRACTOR. ALL REQUIREDFILL SHALL BE SELECTED EXCAVATED MATERIAL FROM THE SITE APPROVED BY THE ENGINEER, OR MDOTCLASS II GRANULAR MATERIAL FROM BORROW. EXCESS FILL SHALL BE REMOVED FROM SITE BY THECONTRACTOR. NOTE: NO BORROW OR SOIL REMOVAL ARRANGEMENTS HAVE BEEN PREARRANGED FORTHIS PROJECT, AND SHALL BE THE TOTAL RESPONSIBILITY OF THE CONTRACTOR.

13. SLOPE ALL BANKS AND GRADE UNIFORMLY FROM BACK OF CURB AT STREET TO BACK OF CURB ATPARKING LOT; FROM BACK OF CURB TO EXISTING OR PROPOSED GRADES; OR FROM BACK OF CURB TOPROPOSED/EXISTING SIDEWALKS. IN AREAS WHERE NO CURBING IS PROPOSED, UNIFORMLY SLOPE

GRADE FROM TOP OF PAVEMENT TO EXISTING GRADE AT A MAXIMUM SLOPE OF 1 ON 6, UNLESSOTHERWISE NOTED.

14. THE CONTRACTOR SHALL INSTALL A PEDESTRIAN FENCE AROUND ALL EXCAVATIONS TO BE LEFT OPENOVERNIGHT, AS REQUIRED.

15. DRIVE REPLACEMENT SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER IN THEFIELD.

16. THE ITEM OF SUBBASE, CIP WILL BE PAID FOR AT PLAN QUANTITY EXCEPT IN THE CASE OF A DESIGNCHANGE OR DEMONSTRATED ERROR.

17. CONTRACTOR SHALL RELOCATE ALL MAILBOXES TO A TEMPORARY CENTRAL LOCATION APPROVED BY THEPOSTAL SERVICE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL INSTALL A 1" x 3" STAKE WITH THERESPECTIVE PROPERTY ADDRESS WRITTEN ON IT IN THE FRONT YARD OF EACH RESIDENCE TO ASSISTWITH IDENTIFICATION FOR EMERGENCY VEHICLES. PAYMENT FOR RELOCATION SHALL BE INCLUDED INTHE ITEM OF PROJECT CLEANUP. AT THE COMPLETION OF THE PROJECT SAID MAILBOXES SHALL BE RESETAT THEIR APPROPRIATE LOCATIONS.

18. ALL DISTURBED LAWN AREAS SHALL BE RESTORED WITH TOPSOIL SURFACE, FURN, 4", MDOT SEEDMIXTURE TUF (220#/ACRE); FERTILIZER, CHEMICAL NUTRIENT, CL A (176#/ACRE); AND HYDRO MULCH (2TON/ACRE )(3 TON/ACRE FOR DORMANT SEEDING)

19. REQUIRED RESTORATION FOR CURB AND GUTTER ITEMS AND SIDEWALK ITEMS SHALL BE PAID FOR ASTOPSOIL SURFACE, SALV, 3 INCH; SEEDING, MIXTURE TUF (176#/ACRE); FERTILIZER, CHEMICAL NUTRIENT,CL A (228#/ACRE); AND MULCH (2 TON/ACRE), AND SHALL ONLY BE CONSIDERED FOR PAYMENT WITHIN 2FEET OF REQUIRED CONCRETE WORK.

20. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE PATTERNS, AND SHALLRESOLVE ANY DRAINAGE PROBLEMS ON ADJACENT PROPERTIES WHICH MAY RESULT FROM THECONTRACTOR'S ACTIVITIES.

21. ADEQUATE DUST CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR AS DIRECTED BY THEENGINEER IN THE FIELD, TO BE INCLUDED IN THE VARIOUS ITEMS OF WORK.

22. MULCH BLANKET HIGH VELOCITY SHALL BE PLACED ON THE BOTTOM OF ALL DITCHES WHEN THELONGITUDINAL GRADE IS GREATER THAN OR EQUAL TO 2.00% UNLESS OTHERWISE NOTED, OR ASDIRECTED BY THE ENGINEER IN THE FIELD.

23. WHEN FIELD DRAIN TILES ARE ENCOUNTERED IN THE EXISTING DITCHES, THE CONTRACTOR SHALLEXTEND THEM AS REQUIRED WITH UNDERDRAIN, SUBGRADE 4" OR 6" AND ADJUST THE DITCH GRADES ASNECESSARY TO PROVIDE POSITIVE DRAINAGE AS DIRECTED BY THE ENGINEER IN THE FIELD. THE COST OFTHE CONNECTION SHALL BE INCLUDED IN THE NEW PIPE ITEM. IF THE ENGINEER DETERMINES THAT ANEXISTING TILE IS TOO LONG THE CONTRACTOR SHALL REMOVE THE TILE AS NECESSARY, TO BE BEINCLUDED IN THE ITEM OF STATION GRADING.

24. MATERIAL FOR AGGREGATE BASE SHALL BE MDOT 22A GRAVEL, 22A SLAG, 22A LIMESTONE, 22A RECYCLEDCONCRETE, OR COLD MILLED, HMA MATERIAL WHICH APPROXIMATES THE GRADATION OF 22A MATERIAL.IF MILLED HMA MATERIAL IS USED, IT MAY BE USED FULL DEPTH OR ON TOP OF 22A AGGREGATE TOOBTAIN THE REQUIRED THICKNESS. 22A GRAVEL SHALL NOT BE PLACED ON TOP OF MILLED HMA MATERIAL.A MIX GREATER THAN 50% MILLED HMA MATERIAL SHALL NOT BE USED AS AN AGGREGATE FROMSEPTEMBER 15 TO MAY 1 WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.

25. DATUM REFERS TO NAVD 88 DATUM.

26. SPOT ELEVATIONS WITHIN VICINITY OF PROPOSED CONCRETE CURB AND GUTTER REFER TO EDGE OFMETAL ELEVATIONS. "TIP-OUT GUTTER" REFERS TO "REVERSE PAVEMENT SLOPE" WITHIN PROPOSEDCONCRETE GUTTER. PITCH PAVEMENT/CONCRETE GUTTERS UNIFORMLY BETWEEN PROPOSED SPOTELEVATIONS.

27. ALL SCALES FOR DRAWINGS AND DETAILS ARE BASED ON 24"x36" PRINTED PLANS. DIMENSIONS TAKEPRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.

28. PAVT, REM, MODIFIED SHALL INCLUDE REMOVING THE FULL DEPTH OF CONCRETE PAVEMENT INCLUDINGHMA OVERLAYS, REGARDLESS OF THICKNESS. HMA SURFACE, REM, MODIFIED SHALL INCLUDE REMOVINGTHE FULL DEPTH OF HMA PAVEMENT REGARDLESS OF THICKNESS. ALL CURB AND GUTTER REMOVALSHALL BE MEASURED AS CURB AND GUTTER, REM PER FT. ALL REQUIRED SAW CUTTING SHALL BEINCLUDED IN THE RESPECTIVE REMOVAL ITEMS.

29. HMA MATERIALS FOR THIS PROJECT SHALL BE PERFORMANCE GRADE 58-28.

30. ALL STRUCTURES REQUIRING ADJUSTMENT TO MEET FINAL GRADE SHALL BE BACK FILLED WITHCONCRETE TO APPROXIMATELY 1 1/2" BELOW FINAL GRADE PRIOR TO THE PLACEMENT OF THE HMA TOPCOURSE. AN SQUARE AREA, 4' BY 4', SHALL BE SAWCUT AND REMOVED AROUND DRAINAGE STRUCTURECOVERS, (2' BY 2' AROUND WATER VALVE BOXES). CONCRETE SHALL BE PLACED TO A DEPTH OF 8 INCHES,MINIMUM.

31. CONNECTING NEW PIPE TO EXISTING PIPE OR STRUCTURES AND CONNECTING EXISTING PIPE TO NEWSTRUCTURES IS INCLUDED IN THE ITEM FOR THE RESPECTIVE NEW PIPE OR DRAINAGE STRUCTURE.

32. EXISTING DRAINAGE STRUCTURE COVERS FOR STORM MANHOLES THAT ARE TO REMAIN SHALL BEREPLACED WITH COVER B PRIOR TO FINAL ADJUSTMENT. EXISTING DRAINAGE STRUCTURE COVERS FORSANITARY MANHOLES SHALL BE REPLACED WITH COVER Q PRIOR TO FINAL ADJUSTMENT. EXISTING CATCHBASIN COVERS THAT ARE TO REMAIN SHALL BE REPLACED WITH COVER K PRIOR TO FINAL ADJUSTMENT.INCLUDED IN THE NEW CASTING ITEMS SHALL BE TEMPORARY PLATING OF THE EXISTING STRUCTURETHROUGH THE LEVELING COURSE. FINAL ADJUSTMENT SHALL BE PAID FOR AS DR STRUCTURE COVER,ADJ, CASE 2.

33. ALL PROPOSED 2' DIA. AND 4' DIA. DRAINAGE STRUCTURES WILL BE INLETS OR MANHOLES (NO SUMP).BOTTOM DETAIL SHALL BE PER SECTION A-A, TYPICAL MANHOLE AS SHOWN ON MDOT STANDARD PLAN R-1SERIES, AND SHALL BE INCLUDED IN THE RESPECTIVE DRAINAGE STRUCTURE ITEMS. ALL DRAINAGESTRUCTURE OPENINGS FOR STORM SEWER SHALL HAVE BOOTS INCLUDED WITH THE RESPECTIVE ITEM

34. PROJECT SANITARY SEWER SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST REVISION OF ASTMSPECIFICATION D3034 "TYPE PSM POLY (VINYL CHLORIDE) (PVC) SEWER PIPE AND FITTINGS AND HAVE AMINIMUM WALL THICKNESS OF SDR 35.

35. WATER MAIN SHALL BE TESTED AT 150 PSI FOR TWO HOURS BY CONTRACTOR. LOSS SHALL NOT EXCEED11.65 GPD/INCH DIA./MILE OF PIPE. CONTRACTOR SHALL DISINFECT WATER MAIN PER THE REQUIREMENTSOF THE MDEQ. THE ENGINEER AND ORONOKO TOWNSHIP SHALL BE NOTIFIED 48 HOURS PRIOR TOPRESSURE TESTING AND DISINFECTION OF THE WATER MAIN. THE ENGINEER SHALL WITNESS THEPRESSURE TESTS. BACTERIOLOGICAL TESTING OF THE WATER MAIN SHALL BE DONE IN ACCORDANCEWITH THE MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY AND THE LOCAL WATER DEPARTMENTREQUIREMENTS.

36. MAINTAIN 10 FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN THE SANITARY OR STORM SEWER ANDWATER MAIN UTILITIES. PROVIDE 18" MINIMUM VERTICAL SEPARATION WHERE THE WATER MAIN CROSSESA SANITARY OR STORM SEWER.

37. ANY SANITARY SEWER, SANITARY SEWER SERVICE LEADS, WATER MAIN, WATER SERVICES, OR STORMSEWER THAT IS DAMAGED BY THE CONTRACTOR DURING THEIR OPERATIONS SHALL BE REPAIRED TO THEOWNER'S SATISFACTION AND AT THE CONTRACTOR'S EXPENSE.

38. STATE OR FEDERAL FUNDS ARE BEING USED TO ASSIST IN CONSTRUCTION AND RELEVANT STATE ORFEDERAL REQUIREMENTS WILL APPLY. THE CONTRACTOR AND ANY SUBCONTRACTORS SHALL NOTDISCRIMINATE AGAINST AN EMPLOYEE OR APPLICANT FOR EMPLOYMENT WITH RESPECT TO HIRE,TENURE, TERMS, CONDITIONS, OR PRIVILEGES OF EMPLOYMENT, OR A MATTER DIRECTLY OR INDIRECTLYRELATED TO EMPLOYMENT BECAUSE OF RACE, COLOR, RELIGION, NATIONAL ORIGIN, AGE, SEX, HEIGHT,WEIGHT, MARITAL STATUS, OR A DISABILITY THAT IS UNRELATED TO THE INDIVIDUAL'S ABILITY TOPERFORM THE DUTIES OF A PARTICULAR JOB OR POSITION.

43. THE TELEPHONE, GAS, AND CABLE COMPANIES SHALL PROVIDE UNDERGROUND SERVICES TO THE MAINBUILDING AT THE OWNER'S EXPENSE. THE ELECTRIC UTILITY COMPANY SHALL PROVIDE SERVICE TO THERIGHT-OF-WAY LINE. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THESE UTILITIES WITHTHEIR WORK.

44. ALL PERMANENT SIGNAGE SHALL COMPLY WITH THE MICHIGAN'S BARRIER FREE DESIGN REQUIREMENTSAND THE AMERICANS WITH DISABILITIES ACT.

45. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING PERMIT COSTS, TAPFEES, METER DEPOSITS, BONDS, INSPECTIONS AND ALL FEES REQUIRED FOR PROPOSED WORK TOOBTAIN OCCUPANCY. THE CONTRACTOR SHALL MAKE ALL PERMANENT UTILITY APPLICATIONS AND SHALLBE RESPONSIBLE FOR ALL APPLICABLE FEES AND UTILITY SERVICE INSTALLATION FEES. THIS INCLUDESBUT IS NOT LIMITED TO PRIMARY AND SECONDARY ELECTRICAL SERVICES, PERTAINING TO SUCH, ONBEHALF OF THE OWNER.

46. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL PRE-EXISTING ON-SITE IMPROVEMENTS WITHINLIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED. THIS INCLUDES BUT IS NOT LIMITED TO BUILDINGS,FOUNDATIONS, FOOTINGS, CURBS, ASPHALT, TREES, SHRUBS, EXISTING UTILITY LINES, DEBRIS AND ALLOTHER ITEMS AND UTILITIES TO BE ABANDONED.

47. TESTING REQUIREMENTS (ALL CONTRACTORS) SOIL AND AGGREGATE DENSITY TESTING - CONTRACTORSHALL EMPLOY AN INDEPENDENT TESTING CONSULTANT TO VERIFY THE DENSITY OF ALL FILL EXCAVATIONAS SPECIFIED AND ALL SLAB, FOUNDATIONS, AND FOOTING SURFACES AS RECOMMENDED BY ENGINEER.TESTING SHALL TAKE PLACE PRIOR TO INSTALLATION OF THE AGGREGATE BASE AND PRIOR TO THEINSTALLATION OF THE HMA PAVEMENT. COPIES OF ALL COMPACTION TEST RESULTS SHALL BEFORWARDED TO THE ENGINEER.

48. THE TACTILE PLATES FOR THE ADA RAMPS WILL BE COLONIAL RED IN COLOR TO MATCH EXISTINGDETECTABLE WARNING PLATES THROUGHOUT THE CITY. TRUNCATED DOMES SHALL BE TAMPED INTO WETCONCRETE IN ACCORDANCE WITH MDOT AND ADA ACCESSIBILITY GUIDELINES FOR DETECTABLEWARNINGS AND THE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.

49. PROPERTY OWNER'S NAMES, WHERE SHOWN, ARE FOR INFORMATION ONLY, AND THEIR ACCURACY IS NOTGUARANTEED.

50. EACH WATER VALVE BOX OR CASTING SHOULD BE FLUSH WITH, OR SLIGHTLY BELOW, THE LEVEL OF THEFINISHED COURSE OF PAVEMENT. IN-LID ADJUSTING RINGS WILL NOT BE ALLOWED FOR WATER VALVEBOXES OR DRAINAGE STRUCTURE COVERS. THE ENGINEER WILL MEASURE ANY VALVE BOX OR CASTINGTHAT APPEARS TO BE OUT OF THE ACCEPTED TOLERANCE. DETERMINATION OF WHETHER A VALVE BOXOR CASTING MUST BE ADJUSTED WILL BE BASED UPON THE FOLLOWING:

51. VALVE BOXES AND CASTINGS BELOW PAVEMENT SURFACE - A TEN-FOOT (10') STRAIGHT EDGE (PROVIDEDBY THE CONTRACTOR) WILL BE PLACED OVER THE VALVE BOX OR CASTING, PARALLEL TO THE ROADCENTERLINE. MEASUREMENT WILL BE MADE FROM THE BOTTOM OF THE STRAIGHT EDGE TO THE RAISEDPORTIONS ON THE COVER OF THE VALVE BOX OR CASTING. FOR WATER VALVE BOXES, THIS DISTANCESHALL BE NO GREATER THAN ONE-HALF INCH (1/2"). FOR CASTINGS, THIS DISTANCE SHALL BE NO GREATERTHAN ONE-QUARTER INCH (1/4"). ANY MEASUREMENT FOUND OVER ONE-HALF INCH (1/2") FOR VALVEBOXES OR ONE-QUARTER INCH (1/4") FOR CASTINGS WILL RATE THE VALVE BOX OR CASTING OUT OFTOLERANCE. THE ENGINEER SHALL INSTRUCT THE CONTRACTOR TO ADJUST SUCH A VALVE BOX ORCASTING. THE CITY WILL NOT PAY FOR THE ORIGINAL ADJUSTMENT/RECONSTRUCTION OF THIS VALVEBOX OR CASTING. PAYMENT WILL BE MADE ONE TIME ONLY, AFTER THE VALVE BOX OR CASTING HAS BEENRESET PROPERLY.

52. VALVE BOXES OR CASTINGS ABOVE PAVEMENT SURFACE - BECAUSE OF POTENTIAL DAMAGE TO ANDFROM SNOWPLOW BLADES, VALVE BOXES OR CASTINGS PROTRUDING ANY DISTANCE ABOVE THE LEVELOF FINISHED PAVEMENT WILL BE CONSIDERED OUT OF TOLERANCE. THE ENGINEER SHALL INSTRUCT THECONTRACTOR TO ADJUST SUCH A VALVE BOX OR CASTING. THE CITY WILL NOT PAY FOR THE ORIGINALADJUSTMENT/ RECONSTRUCTION OF THIS VALVE BOX OR CASTING. PAYMENT WILL BE MADE ONE TIMEONLY, AFTER THE VALVE BOX OR CASTING HAS BEEN RESET PROPERLY.

53. IF A VALVE BOX OR CASTING IS RATED AS OUT OF TOLERANCE, THE CONTRACTOR SHALL RE-ADJUST THEVALVE BOX OR CASTING AS INSTRUCTED BY THE ENGINEER. SAWCUTTING NEWLY PLACED PAVEMENTWILL NOT BE ALLOWED. TO MAKE THE RE-ADJUSTMENTS, THE CONTRACTOR SHALL UTILIZE AN INFRAREDRESTORATION PROCESS TO ASSURE THAT THERE WILL BE A SEAMLESS REPAIR. ADDITIONALLY,EXTENSIONS OF TIME FOR RE-ADJUSTMENTS WILL NOT BE CONSIDERED.

PROJECT NOTES

##

SOIL EROSION & SEDIMENTATION CONTROL NOTES

1 ALL CONSTRUCTION METHODS SHALL BE DONE IN COMPLIANCE WITH THE MICHIGAN SOIL EROSION ANDSEDIMENTATION CONTROL ACT. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSIONPERMIT" FROM THE COUNTY AND A "PERMIT BY RULE/NOTICE OF COVERAGE" FROM THE MDEQ PRIOR TOSTART OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALLREQUIREMENTS OF THE COUNTY "SOIL EROSION PERMIT" AND FOR ALL CERTIFIED STORM WATER INSPECTIONSERVICE REQUIRED BY THE "PERMIT BY RULE." EROSION CONTROL MEASURES SHOWN ON THE PLANS ARETHE MINIMUM REQUIREMENTS AND SHALL NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR PROVIDINGALL REQUIRED EROSION CONTROL MEASURES.

2. AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH COVER,THESE COVER AREAS ACT AS SEDIMENT FILTERS.

3. ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS REQUIRED FORFINAL CLEAN UP AND APPROVAL.

4. GEOTEXTILE SILT FENCE SHALL BE INSTALLED AS REQUIRED WHEN CROSSING CREEKS OR WHEN ADJACENTTO WETLANDS OR SURFACE WATER BODIES TO PREVENT SILTATION AND ELSEWHERE AS DIRECTED BY THEENGINEER. SEEDING AND/OR SODDING SHALL BE INSTALLED ON CREEK BANKS IMMEDIATELY AFTERCONSTRUCTION TO PREVENT EROSION.

5. MAINTENANCE, CLEANING, AND REMOVAL OF THE VARIOUS SEDIMENT CONTROL MEASURES SHALL BEINCLUDED IN THE VARIOUS EROSION CONTROL ITEMS.

NUMBER IN CIRCLE REFERS TO NUMBERED DETAILS ON MDOT STANDARD PLAN R-96 SERIES, SOIL EROSION &SEDIMENTATION CONTROL MEASURES. "P" DENOTES PERMANENT MEASURE AND "T" DENOTES TEMPORARYMEASURE. SOIL EROSION CONTROL PLANS DENOTE MINIMUM EROSION MEASURES REQUIRED AS DESCRIBEDBELOW.

DENOTES PERMANENT SEEDING. ALL DISTURBED AREAS NOT PAVED OR GRAVELED SHALL BERESTORED. PLACE TOPSOIL SURFACE, SALV, 3 INCH, MDOT SEEDING, MIXTURE TUF APPLIED AT ARATE OF 176 LB/ACRE, FERTILIZER, CHEMICAL NUTRIENT, CL A APPLIED AT A RATE OF 228 LB/ACRE;MULCH AT A RATE OF 2 TON/ACRE AND MULCH ANCHORING. (APPLIES TO ENTIRE PROJECT)

3P

DENOTES AGGREGATE COVER/PERMANENT PAVEMENT RESTORATION8P

DENOTES SLOPE DRAIN SURFACE15

DENOTES TEMPORARY SILT FENCE. SILT FENCE SHALL BE INSTALLED AT CREEKCROSSINGS, ADJACENT TO ALL WETLANDS AND SURFACE WATERS, AND OTHER LOCATIONS ASDIRECTED BY THE ENGINEER. EACH SILT FENCE SHALL BE INSTALLED GENERALLY ALONG THESAME CONTOUR ELEVATION.

26T

DENOTES INLET PROTECTION SEDIMENT TRAP. INLET SEDIMENT TRAP SHALL BE INSTALLEDAROUND ALL STORM INLETS TO TRAP SMALL QUANTITIES OF SEDIMENT AT LOCATION OF INLETMANHOLES.

31T

26T

26T

26T

26T

26T

26T

26T

31T

31T

3P

3P

3P

3P

3P

15

8PP.O.B.STA. 17+32

P.O.E.STA. 42+39

180547-03

DATE:SCALE:






www.gowightman.com

JOB No.

02/13/2020NTS





PROJECT NAME:


DETOUR PLAN

LEGENDSIGNNO. QTY. SIGN

DESIGNATION DESCRIPTION SIZE AREA

1 9 EA W20-1 48 INCH x48 INCH 156 SFT

2 4 EA

W20-3 48 INCH x48 INCH 64 SFT

D3-2a 36 INCH x12 INCH 12 SFT

3 4 EA W20-2 48 INCH x48 INCH 64 SFT

4 7 EA

M4-9 30 INCH x24 INCH 35 SFT


5 2 EA



6 2 EA



7 1 EA


M4-8a 24 INCH x18 INCH 3 SFT

8 1 EA R5-18c 48 INCH x48 INCH 16 SFT

9 1 EA

BARRICADE,TYPE III, HIGH

INTENSITY,LIGHTED, 1

REQUIRED EACHLOCATION

1 REQUIREDEACH

LOCATION1 EA

10 1 EA

BARRICADE,TYPE III, HIGH

INTENSITY,LIGHTED, 2

REQUIRED EACHLOCATION

2 REQUIREDEACH

LOCATION1 EA

R11-4 60 INCH x30 INCH 12.5 SFT

M4-10(R) 48 INCH x18 INCH 6 SFT

11 1 EA G20-2 48 INCH x24 INCH 8 SFT

TOTAL AREA = 362 SFT

ROADWORKAHEAD

CLOSEDAHEAD

ROAD

Snow Rd

DETOURAHEAD

DETOUR

Snow Rd

DETOUR

Snow Rd

DETOUR

Snow Rd

Snow Rd

ENDDETOUR

WORKZONE

BEGINS

TOROAD CLOSEDTHRU TRAFFIC

DETOUR

ENDROAD WORK

PROJECTLOCATION

DETOURROUTE

DETOUR ROUTESCALE: 1" = 600'

SHAWNEE RD

RE

DB

UD

TR

AIL

RD

SNOW RDUS 31

53

2

1011

8

1

5

7

5

BENCHMARKCHISELED X TOP CONC

LIGHT POLE BASEELEV. = 696.53' (NAVD 88)

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

180547-04

DATE:SCALE:






www.gowightman.com

JOB No.

02/13/20201" = 60'





PROJECT NAME:


RECREATION FACILITYLAYOUT

WETLAND

ADA PATHWAY

688'

128'

24'

20'

24'

20'

240'

240'

10'R

20'

EXISTING PUBLIC SAFETY BUILDING

394.8'

57.4'

104'

114.3'

6' WIDE PATHWAY

PROPERTY LINE

38.34

'

35.3'

50'R

50'R

50'R

1 inch = ft.

0

60

60 90 120

N

AGGREGATE SURFACE 6"

ASPHALT PAVEMENT

10'

CONCESSIONS / RESTROOMSCONSTRUCTED BY OTHERS

105'105'

75'

165'

165'

SOCCER AND FOOTBALL FIELDS20'

10'

240'

DEMOLITION OF EXISTING STRUCTURES(NONPARTICIPATING ITEM)

REMOVE TREES (4)

REMOVE OR ABANDON MANHOLE IN PLACE

14'

1 inch = ft.

0

30

30 45 60

N24'

14'6'

CONCESSIONS / RESTROOMSCONSTRUCTED IN FUTURE

BERRIEN SPRINGS PUBLIC SCHOOLSONE SYLVESTER AVEBERRIEN SPRINGS MI 49103

BERRIEN SPRINGS PUBLIC SCHOOLSONE SYLVESTER AVEBERRIEN SPRINGS MI 49103

ORONOKO CHARTER TOWNSHIP4475 E SNOW ROADBERRIEN SPRINGS MI 49103

ALL NATIONS SEVENTH DAY ADVENTISTS CHURCH4259 E SNOW ROADBERRIEN SPRINGS MI 49103

ALL EQUIPMENT SUCH AS GOALS AND CORNERFLAGS SHALL BE PROVIDED BY OWNER

PROPERTY LINE TYP.

10'

10'

75'

6'

ADA PATHWAY

8'8'8'8'5'

119'

8'

25'

15+00

16+00

17+00

18+00

693.754TP NL2

693.707TP NL GUN CHECK2168

693.178IE 12" METAL2258

695.667LP CONC BASE2263


693.523CB2271


692.454CB2288

692.963FH2289

693.867WV2290

693.271SAMH2297

691.541PP2302690.978

TRB2303

692.159MB2307

691.446PP2308

691.406PP2309

691.550M FND REF NAIL TAG PP2310

692.659GUY2311

692.234GUY2312




693.791PVC RISER 6"2318

693.604PVC RISER 6"2319

690.159

2325

689.631PP2339

688.283IE 12" METAL2344

688.768TP NL2361

697.306FF2504

698.279FF2506

0.000PP2521

0.000PP2522

689.826WELL2533

690.523FF LOWER2548

689.144TP NL2549

690.452MH STRM SHELT2582

689.788WELL2583

688.902POST METAL 62588

686.254POST METAL 42591

697.596M2 . PROP TANK2618

697.633M22619




693.631CONC BASE2644

693.530POST2646

693.414POST2647

693.341M3 . GAS TANK2648

693.336M32649



693.034IE 12" PLASTIC2666

692.398P1 /2667

693.208CB2684

693.491CB2692

683.930TP NL2732

110.595FND IR YPC2745

695.298FND IR 359882746

689.594FND IR 224362747

683.607FND IR 359882748

686.196CO2749

693.690POST2750

693.537POST2751

693.336M4 . GAS TANK2752

693.651M42753

0.000FND IR 359882771

0.000FND IR 359882772

692.329CB4003

679.382IE 12"4004

CB #4003RIM 692.3312" COR PVC NE=687.8812" COR PVC S=687.98

12" PIPE 692.40

12" COR PVC PIPE 693.03

12" COR PVC SW = 679.38

CB #2684RIM=693.0212" PVC N=689.0212" PVC S=689.02

CB #2271693.5212" PVC N=690.0218" PVC S=690.36

SAN #2297RIM = 693.278" PVC SW = 682.638" PVC NE = 682.48

0.000NW BLDG COR536870913

0.000NE BLDG COR536870914

0.000WET1 . A1 start536870915

0.000WET1 . A2536870916

0.000WET1 . A3536870917

0.000WET1 . A4536870918

0.000WET1 . A5536870919

0.000WET1 . A6536870920

0.000WET1 . A7536870921

0.000WET1 . A8536870922

0.000WET1 . A9536870923

0.000WET1 . A10536870924

0.000WET1 . A11536870925

0.000WET1 . A12536870926

0.000WET1 . A13536870927

0.000WET1 . A14536870928

0.000WET1 . A15536870929

0.000WET1 . A16536870930

0.000WET1 . A17536870931

0.000WET1 . A18536870932

0.000WET1 . A19536870933

0.000WET1 . A29536870943

0.000WET1 . A30536870944

0.000WET1 . A31536870945

0.000WET/ . A32 END536870946

0.000SE BLDG COR536870947

0.000SE MOST LIGHT POLE536870948

0.000WET1 . B2536870949

0.000WET1 . B3536870950

0.000WET1 . B4536870951

0.000WET1 . B5536870952

0.000WET1 . B6536870953

0.000WET1 . B7536870954

0.000WET1 . B8536870955

0.000WET1 . B9536870956

0.000WET1 . B10536870957

0.000WET1 . B11536870958

0.000WET1 . B12536870959

0.000WET1 . B13536870960

0.000WET1/ . B14 END536870961

0.000NW BLDG CORNER536870962

0.000NE BLDG CORNER536870963

0.000SE LIGHT POLE536870964

696.534SET BM CHISLED X TOP CONC LP7000

BENCHMARKCHISELED X TOP CONC

LIGHT POLE BASEELEV. = 696.53' (NAVD 88)

-25.

2%-0.9%

-1.4%

-1.4% -1.4% -1.4%

-0.9%

-0.9%

-1.4%

-1.8%

-1.8%

-2.1%-0.9%

-0.5%

-9.7%

-1.6%

-8.2%

-1.1%

-1.6%

-1.1%

-1.1%

-1.1%

-1.1%-1.1%

-1.1%

-1.1%

-6.3%-1.1%

-3.2

%

-3.8%

-3.1%

-3.5%

-3.5

%

-2.5

%

-1.4

%

-18.1%

-23.5%

692.50

685.74

685.00

685.01

685.56

684.25683.58

685.02684.35

688.80

688.40

692.07

689.20

-0.6%

-3.7%-8.9%

-4.5%

-5.4%

-8.8%

-16.4%

-24.8%

-29.3%

-11.8%

685

685

690

690

695

681682

682

683

683

684

684

686

686

686

686

687

687

688

688

689

689

691

691

692

693694696697698

690690

690690686 687 688689

690

688

689

691692

-1.6%

-1.6%

-0.5

% -1.6%

-0.5

%

-0.5

%

688.75

688.75

689.35689.35

689.95 689.95

690.05

690.05

690.65690.65690.65

691.25 691.25

690.55

691.75 690.55

690.93689.73

689.73

689.97690.92690.82689.77

689.40 690.45 690.55689.60

689.55

689.19690.12690.02

688.97

690.40 690.50689.35

ST-2

11

9

7

6

3

2

1

4

10

8

-1.6%

-1.6%

-0.5

%-0

.5%

14

5

15 -10.4%

-7.4%

-25.

0%

695

691

692

692

692693694

690

687

688

689

691

685.92

687.71

689.33

689.33

688.57688.17

5.0%

4.6%

-1.7%

-0.2%-0.6%

-0.7%

-0.8

%

1.5%

1.4%

-3.2

%

690688689691

692693694

693.00

688.40690.03

690.92

687.38

686.80

685.44686.40

684.84

691.35691.54

-2.4

%

-2.5

%

-2.0%

692.32

691.79

687.71

692.21

691.43

686.70687.34

687.84687.88688.39

689.04689.92691.00

685.98686.84688.05690.62

691.63

688.00

687.95

685.84

STORM STRUCTURES5DR STRUCTURE, 48 INCH DIASTANDARD

6DR STRUCTURE, 48 INCH DIASTANDARD

14DR STRUCTURE, 48 INCH DIASTANDARD

RIM 686.70INV. 682.77 - 6" SWINV. 682.77 - 12" E

RIM 685.00INV. 682.06 - 12" WINV. 682.06 - 12" E

RIM 687.00INV. 683.50 - 12" SWINV. 683.50 - 12" E

END SECTIONS7PROPOSED CONC END SECTION

8PROPOSED CONC END SECTION





INV. 681.70 - 12" W

INV. 681.15 - 12" NE

INV. 681.00 - 12" SW

INV. 689.31 - 12" NE

INV. 689.00 - 12" SW

INV. 684.70 - 12" NE

SAN. STRUCTURES

ST-2 RIM 691.93INV. 682.20 - 8" NW

180547-05

DATE:SCALE:






www.gowightman.com

JOB No.

02/13/20201" = 50'





PROJECT NAME:


GRADING PLAN

N

1 inch = ft.

0

50

50 75 100

DENOTES RIPRAP, PLAIN. INSTALL RIPRAP, PLAIN AS DIRECTED BY THE ENGINEER IN THE FIELD.THE RIPRAP, PLAIN PAY ITEM SHALL INCLUDE A GEOTEXTILE UNDERLAYMENT.7P

##

SOIL EROSION & SEDIMENTATION CONTROL NOTES

1 ALL CONSTRUCTION METHODS SHALL BE DONE IN COMPLIANCE WITH THE MICHIGAN SOIL EROSION ANDSEDIMENTATION CONTROL ACT. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING A "SOIL EROSIONPERMIT" FROM THE COUNTY AND A "PERMIT BY RULE/NOTICE OF COVERAGE" FROM THE MDEQ PRIOR TOSTART OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALLREQUIREMENTS OF THE COUNTY "SOIL EROSION PERMIT" AND FOR ALL CERTIFIED STORM WATER INSPECTIONSERVICE REQUIRED BY THE "PERMIT BY RULE." EROSION CONTROL MEASURES SHOWN ON THE PLANS ARETHE MINIMUM REQUIREMENTS AND SHALL NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR PROVIDINGALL REQUIRED EROSION CONTROL MEASURES.

2. AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH COVER,THESE COVER AREAS ACT AS SEDIMENT FILTERS.

3. ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS REQUIRED FORFINAL CLEAN UP AND APPROVAL.

4. GEOTEXTILE SILT FENCE SHALL BE INSTALLED AS REQUIRED WHEN CROSSING CREEKS OR WHEN ADJACENTTO WETLANDS OR SURFACE WATER BODIES TO PREVENT SILTATION AND ELSEWHERE AS DIRECTED BY THEENGINEER. SEEDING AND/OR SODDING SHALL BE INSTALLED ON CREEK BANKS IMMEDIATELY AFTERCONSTRUCTION TO PREVENT EROSION.

5. MAINTENANCE, CLEANING, AND REMOVAL OF THE VARIOUS SEDIMENT CONTROL MEASURES SHALL BEINCLUDED IN THE VARIOUS EROSION CONTROL ITEMS.

NUMBER IN CIRCLE REFERS TO NUMBERED DETAILS ON MDOT STANDARD PLAN R-96 SERIES, SOIL EROSION &SEDIMENTATION CONTROL MEASURES. "P" DENOTES PERMANENT MEASURE AND "T" DENOTES TEMPORARYMEASURE. SOIL EROSION CONTROL PLANS DENOTE MINIMUM EROSION MEASURES REQUIRED AS DESCRIBEDBELOW.

DENOTES PERMANENT SEEDING. ALL DISTURBED AREAS NOT PAVED OR GRAVELED SHALL BERESTORED. PLACE TOPSOIL SURFACE, SALV, 3 INCH, MDOT SEEDING, MIXTURE TUF APPLIED AT ARATE OF 176 LB/ACRE, FERTILIZER, CHEMICAL NUTRIENT, CL A APPLIED AT A RATE OF 228 LB/ACRE;MULCH AT A RATE OF 2 TON/ACRE AND MULCH ANCHORING. (APPLIES TO ENTIRE PROJECT)

3P

DENOTES AGGREGATE COVER/PERMANENT PAVEMENT RESTORATION8P

DENOTES SLOPE DRAIN SURFACE15

DENOTES TEMPORARY SILT FENCE. SILT FENCE SHALL BE INSTALLED AT CREEKCROSSINGS, ADJACENT TO ALL WETLANDS AND SURFACE WATERS, AND OTHER LOCATIONS ASDIRECTED BY THE ENGINEER. EACH SILT FENCE SHALL BE INSTALLED GENERALLY ALONG THESAME CONTOUR ELEVATION.

26T

DENOTES INLET PROTECTION SEDIMENT TRAP. INLET SEDIMENT TRAP SHALL BE INSTALLEDAROUND ALL STORM INLETS TO TRAP SMALL QUANTITIES OF SEDIMENT AT LOCATION OF INLETMANHOLES.

31T

PROPOSED VEGETATED BIOSWALE

26T

26T

26T

26T

26T

26T

26T

26T

26T

3P

3P

3P

3P

3P

3P

3P

3P

3P

3P

3P

3P

3P

3P 3P3P

3P

3P

3P

31T

31T

8P

8P

8P

8P

8P

8P

8P

15

15

15750 FT - WATER SERVICE, 2 INCH

775 FT - FORCE MAIN, 2 INCH

142 FT - PERF. 12 INCH HDPE STORM

129 FT - 6 INCHUNDERDRAIN




296 FT - PERF. 12 INCH HDPE STORM

90 FT - 12 INCH CONC CULVERT, CL IV

63 FT - 12 INCHCONC CULVERT, CL IV

NYLOPLAST YARDDRAIN - 6 INCH





PLUG AND MARK ENDS

CLEANOUT MANHOLE

2" GATE VALVE & BOX

2" SERVICE CONNECTION2" WATER METER & PIT

MACHINE GRADING MODIFIED

OPEN CUT AND INSTALL SANITARYSEWER REPLACE TO MEET EXISTING CROSS SECTIONHAND PATCHING

15

7P31T

31T46 FT - PERF.12 INCH HDPE STORM

HMA APPLICATION TABLE

ITEM AWI YIELD PERFORMANCE GRADE

SHARED USE PATH HMA (TOP), 36A 220 165#/SYD P.G. 58 - 28

SHARED USE PATH HMA (BASE), 36A 165#/SYD P.G. 58 - 28

HAND PATCHING, 36A 165#/SYD (LIFTS) P.G. 58 - 28

HMA BOND COAT (NOT A PAY ITEM) 0.05 TO 0.15 GAL/SYD SS - 1h

5'1:2 MAX

2% MAX

1'1'

1:4 MAX

1:6 MAX

VARIES

EX

ISTI

NG

R.O

.W.

EX

ISTI

NG

R.O

.W.

1'1'

1:6 MAX

1'

VARIES

5'

2' CLR ZONE 10' 2' CLR ZONE

LIMITS OF SHARED USE PATH, GRADING

1:6 MAX 1:6 MAX

ALL DISTURBED AREAS SHALL BE RESTOREDWITH TOPSOIL SURFACE, SALV, 3": FERTILIZER,CHEMICAL NUTRIENT, CLA, AND SEEDINGMIXTURE TUF STA. 44+70 TO STA. 67+66, NATIVESEEDING STA. 12+41 TO STA. 44+70

PROPOSED 10' HMA PATHWAYSCALE: 1" = 2'

SHARED USE PATH HMA, 36A (165#/SYD)


AGGREGATE BASE, 22A 6"

TYPICAL DITCH SECTION1:3 MAX. FORESLOPE1:2 MAX. BACKSLOPESEE CROSS-SECTIONSON SHEETS 25 - 41 FORDETAILS

0.5'

TOPSOIL SURFACE, SALV., 3 INCH

STATIONS - 17+32 THRU 43+70

TYPICAL CUT SECTION1:2 MAX. BACKSLOPESEE CROSS-SECTIONSON SHEETS 25 - 41 FORDETAILSAGGREGATE BASE, 22A 6"

3'1:2 MAX

2% MAX

3'

6'

LIMITS OF SHARED USE PATH, GRADING

ALL DISTURBED AREAS SHALL BE RESTOREDWITH TOPSOIL SURFACE, SALV, 3": FERTILIZER,CHEMICAL NUTRIENT, CLA, AND NATIVESEEDING

PROPOSED 6' WIDE PATHWAYSCALE: 1" = 2'



AGGREGATE BASE, 22A, 6"

1:6 MAX

180547-06

DATE:SCALE:






www.gowightman.com

JOB No.

02/13/2020





PROJECT NAME:


DETAILS

STANDARD MANHOLE 3'-0" TO 4'-6" DEPTH

3'-0

" TO

4'-6

"

8"V

AR

IES

SECTION

6"

TOP REINFORCING PLAN

2'-0" DIA. 9"

COVER

SANITARY

SEWER

"T"

TYPICAL TRENCH, PIPE LAYING AND BEDDING DETAILS

IN SUITABLE SOILS

IN HARD SOILS OR ROCK

IN SOFT OR HARD SOILS

IN SOFT SOILS OR SAND

NOTE: PIPE SHALL BE FIRMLY BEDDED ON UN-DISTURBED SOIL AS SHOWN IN LEFT SECTION.IN THE EVENT THE SOIL CAN NOT BE SHAPED,OR THE CONTRACTOR PREFERS, THE TRENCHSHALL BE EXCAVATED TO A GREATER DEPTHAND BACKFILLED WITH SELECTED FILL ANDCOMPACTED AS SHOWN IN RIGHT SECTION. INALL CASES BELL HOLES SHALL BE PROVIDEDSO THAT BELL SUPPORTS NO WEIGHT.

"D"/4

WIDTH "W"

12"

MIN

.

WIDTH "W"

"D"/3

"D"/4

2'

4'-0" DIA.

4%SLOPE(MIN.)

4%SLOPE(MIN.)

CONCRETE FILLET

SLAB TOP REINFORCING #4 BARS 6" O.C. EACHWAY WITH EXTRA BARS AROUND OPENING

STANDARD FRAME AND LID

MASONRY ADJUSTING PERMITTED,IF NECESSARY

TYPICAL DETAIL FORMANHOLE TOP FINISHING

STANDARD C.I. FRAME AND COVER(EAST JORDAN IRON WORKS1045A FRAME & COVER OR EQUAL)

MASONRY ADJUSTING RING -WHERE GRADE HAS BEEN ESTABLISHED, AS INA PAVED STREET, USE A MAXIMUM OF 2PRECAST CONC. RINGS. WHERE GRADE HASNOT BEEN ESTABLISHED, AS IN AN UNPAVEDSTREET, A MINIMUM OF 1 AND A MAXIMUM OF 4PRECAST CONC. RINGS SHALL BE USED.

COVER TO BE MARKED"SANITARY SEWER"IN RAISED LETTERS

"D

"

4" LAYER OF SUITABLEEXCAVATED MATERIALTAMPED INTO PLACE

SUITABLE EXCAVATEDMATERIAL HAND TAMPED

SUITABLE FILL TAMPEDINTO PLACE

TRENCH DIMENSIONS

DIA "D" MAX. WIDTH"W"

MIN.THICKNESS

"T"

6" 18" 6"

8" 24" 6"

10" 24" 6"

12" 30" 6"

15" 36" 6"

18" 39" 9"

21" 42" 9"

24" 45" 9"

27" 48" 9"

30" 53" 9"

36" 66" 9"

42" 75" 12"

48" 82" 12"

"D

"

0.3 "D"

VA

RIE

S

STANDARD PRECAST MANHOLE

SECTION

8"

4'-0"

3'-0

"

PLAN

GRADE - ESTABLISHED

GRADE - NOT ESTABL.

STANDARD FRAME AND COVER

MASONRY ADJUSTING RING

STANDARD 4' DIA. PRECASTREINFORCED CONC. MANHOLEPER ASTM C-478

FIBERGLASS OR PLASTICCOATED STEEL CORROSIONRESISTANT STEPS, 12" O.C.MEETING A 500 POUNDLOAD REQUIREMENT

CONC. FILLET4% SLOPE (MIN.)

1 1/2" ±

ECCENTRICCONE SERVICE CONNECTIONS - TYPICAL CONSTRUCTION

PAYMENT LENGTH FOR 6" SERVICE LEAD

3'-0

"M

INIM

UM

5'-0

"M

AX

IMU

M

NOTE:PROVIDE WOOD 2"x 2"& 1/2" REBAR TO MARKEACH LEAD AT PROPERTYLINE PER SPECIFICATIONS

PR

OP

ER

TY L

INE

SET GRADE AS DETERMINEDBY THE ENGINEER IN THEFIELD TO SERVICE PROPERTY.SEE NOTE ABOVE.

CONSTRUCT SLANTSTACK AS SHOWNWHERE NEEDEDDUE TO DEPTH

SET GRADE AS DETERMINEDBY THE ENGINEER IN THEFIELD TO SERVICEPROPERTY.

PAYMENT LENGTH FOR6" SERVICE LEAD

MIN. GRADE 0.60% FOR 6"AND 1.20% FOR 4" TYP.

DEPTH AS REQUIRED TO SERVEBASEMENT, 15'-0" MAXIMUM,10'-0" MINIMUM UNLESSSANITARY SEWER MAIN DEPTHREQUIRES LESS.

2-6"-45° BENDS TOBE USED IN ALLRISERS

SOLID, WATERTIGHT PLUG

EXISTING GRADE

10'10'

18" OR LESS

WHERE THE WATER MAIN CROSSES ASEWER LINE WITH LESS THAN 18" OFVERTICAL CLEARANCE, THE WATER MAINSHALL BE INSTALLED SUCH THAT THENEAREST WATER MAIN JOINT IS 10' ONEITHER SIDE OF THE SEWER CROSSING.

INSUFFICIENT CLEARANCEWATER MAIN CROSSING SEWER

WATER MAIN

STORM OR SANITARY SEWER

6'

5" 21AA AGGREGATE, CIP

ADA PATHWAY TYP.SCALE: NONE

INSTALL 10 OZ. NON-WOVEN GEOTEXTILEEQUAL TO SKAPS GE-110 ON BOTTOMAND 1 ON 1 SLOPES

1" CRUSHED LIMESTONE FINES (CIP)SEE SPECIFICATIONS FOR GRADATION

FILL END WITH NATURAL SOIL

SET TRAIL ELEVATION 2" ABOVEADJACENT GRADE, TYP.

3:1 CUT/FILL MAX.

BIOSWALE DETAILPERFORATED STORM SEWER

1'2'

1' 1'

PERFORATED PIPE

WASHED NATIVE STONE(6A GRADATION)

GEOTEXTILE FABRICAROUND ENTIRE PERIMETER

SCALE: NONE

FINISHED GRADE

MIXTURE OF PERENNIALRYE GRASS, TALL FESCUE,AND CREEPING RED FESCUE

GRANULAR BACKFILL

675

680

685

690

695

700

705

710

675

680

685

690

695

700

705

710

696.

1

693.

5

693.

0

690.

3

689.

4

689.

6

688.

4

686.

2

685.

2

692.

07

691.

20

689.

66

688.

52

687.

61

686.

71

15+00 16+00 17+00 18+00 19+00 20+00

688.905

FND 22435

800

688.768

TP NL

2361

688.760

TP NL

2362

OHE

OHE

OHE OHE

OHE

OHE

OHE

OHE

OHE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

15+00 16+00 17+00 18+00 19+00 20+00690

687688689691 691692692

690695 689691692693694696697

691

692

11

692

10

END SECTIONS10PROPOSED CONC END SECTION


INV. 689.31 - 12" NE

INV. 689.00 - 12" SW

SAN. STRUCTURES

ST-2 RIM 691.93INV. 682.20 - 8" NW

00 20' 40'30'

N

180547-07

DATE:SCALE:






www.gowightman.com

JOB No.

02/13/2020





PROJECT NAME:


PLAN & PROFILE STA. 17+32 TO STA. 19+75

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-08

STA

. 19+

75

EXISTING GRADE @ ℄ TRAIL

PROPOSED GRADE @ ℄ TRAIL

GRADING LIMITS, (TYP.)

2' CLEAR ZONE (TYP.)

PROPOSED 10' HMA PATHWAY, (TYP.)

PROPOSED 1' CONTOUR, (TYP.)


LEGENDHMA TRAILSEE DETAIL SHEET 180547-06

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-08

STA

. 19+

75


SNOW ROAD


66' R

OW



OPEN CUT AND INSTALL SANITARYSEWER REPLACE TO MEET EXISTING CROSS SECTIONHAND PATCHING

P.O

.B.

STA

. 17+

32

665

670

675

680

685

690

695

700

665

670

675

680

685

690

695

700

685.

2

684.

6

685.

6

684.

9

684.

6

683.

9

680.

9

680.

2

679.

4

678.

8

678.

8

686.

71

685.

93

685.

39

684.

94

684.

49

683.

98

683.

12

682.

25

681.

38

680.

51

679.

76

20+00 21+00 22+00 23+00 24+00 25+00665

670

675

680

685

690

695

700

665

670

675

680

685

690

695

700

685.

2

684.

6

685.

6

684.

9

684.

6

683.

9

680.

9

680.

2

679.

4

678.

8

678.

8

686.

71

685.

93

685.

39

684.

94

684.

49

683.

98

683.

12

682.

25

681.

38

680.

51

679.

76

20+00 21+00 22+00 23+00 24+00 25+00

685.351

TP NL

2465

682.481

FND IR 1"

2526

OHE OHE OHE OHE OHE OHE OHE OHE OHE

20+00 21+00 22+00 23+00 24+00 25+00

685 683684686687688

680685 681682683684686687

END SECTIONS

00 20' 40'30'

N

180547-08

DATE:SCALE:






www.gowightman.com

JOB No.

02/13/2020





PROJECT NAME:



FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-09

STA

. 24+

75

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-07

STA

. 19+

75









FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-07

STA

. 19+

75

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-09

STA

. 24+

75

66' RO

W

SNOW ROAD


24+1

8 TR

EE

RE

MO

VA

L

660

665

670

675

680

685

690

695

660

665

670

675

680

685

690

695

678.

8

678.

2

678.

2

677.

9

679.

9

678.

7

678.

4

678.

2

678.

1

678.

7

678.

6

679.

76

679.

37

679.

37

679.

75

679.

76

678.

81

678.

32

678.

44

678.

58

678.

73

678.

87

25+00 26+00 27+00 28+00 29+00 30+00660

665

670

675

680

685

690

695

660

665

670

675

680

685

690

695

678.

8

678.

2

678.

2

677.

9

679.

9

678.

7

678.

4

678.

2

678.

1

678.

7

678.

6

679.

76

679.

37

679.

37

679.

75

679.

76

678.

81

678.

32

678.

44

678.

58

678.

73

678.

87

25+00 26+00 27+00 28+00 29+00 30+00

25+00 26+00 27+00 28+00 29+00 30+00

681682

680 679

680679

679677677677 677

678678678 679 679

680.340

TP NL

2463

OHE

OHE

00 20' 40'30'

N

180547-09

DATE:SCALE:






www.gowightman.com

JOB No.

06/12/2019





PROJECT NAME:



FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-10

STA

. 29+

75

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-08

STA

. 24+

75









FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-08

STA

. 24+

75

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-10

STA

. 29+

75

SNOW ROAD66' RO

W


26+4

4 R

ELO

CA

TE H

YD

RA

NT

28+7

1 D

R S

TRU

CTU

RE

AD

JUS

T

24+8

0 A

DJU

ST

BY

OTH

ER

660

665

670

675

680

685

690

695

660

665

670

675

680

685

690

695

678.

6

679.

1

678.

8

678.

9

679.

2

679.

4

679.

8

682.

2

683.

6

684.

4

684.

3

678.

87

679.

11

679.

15

679.

29

679.

43

679.

68

680.

72

681.

77

682.

83

683.

88

684.

79

30+00 31+00 32+00 33+00 34+00 35+00660

665

670

675

680

685

690

695

660

665

670

675

680

685

690

695

678.

6

679.

1

678.

8

678.

9

679.

2

679.

4

679.

8

682.

2

683.

6

684.

4

684.

3

678.

87

679.

11

679.

15

679.

29

679.

43

679.

68

680.

72

681.

77

682.

83

683.

88

684.

79

30+00 31+00 32+00 33+00 34+00 35+00

30+00 31+00

32+00 33+00 34+00 35+00

680

681 682 683

680 681 682 683 684

20

30 FT - STORM SEWER 12 INCH, 12 INCH @ 1.69%

682.063

TP NL

1056

OHE

OHE

OHE

OH

E

OH

E

OH

EO

HE

OH

E

OH

E

OH

E

00 20' 40'30'

N

180547-10

DATE:SCALE:






www.gowightman.com

JOB No.

06/12/2019





PROJECT NAME:



FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-11

STA

. 34+

75

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-09

STA

. 29+

75








EXISTING ℄ GRADESPROPOSED ℄ GRADES


FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-09

STA

. 29+

75

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-11

STA

. 34+

75

SNOW ROAD

66' R

OW



ZIMMER ARTHUR L10463 RED BUD TRAILBERRIEN SPRINGS MI 49103

30+2

8 R

ELO

CA

TE M

AIL

BO

X

30+8

0 R

ELO

CA

TE H

YD

RA

NT

34+6

8 R

ELO

CA

TE H

YD

RA

NT

660

665

670

675

680

685

690

695

660

665

670

675

680

685

690

695

684.

3

685.

9

684.

5

682.

9

682.

2

681.

3

679.

1

675.

7

674.

3

673.

0

684.

79

685.

30

684.

14

682.

99

682.

19

681.

02

679.

13

677.

36

675.

70

674.

26

673.

09

35+00 36+00 37+00 38+00 39+00 40+00

35+00 36+00 37+00 38+00 39+00 40+00

675680

674676677678679681682683

684

675680685685674676677678679681682683684684

2120 22 23 24 25 26 27 28 29

683.019

TP NL CHK

894683.222

TP NL

2887683.136

TP NL GUN CHECK

2888

683.075

FND REF NAIL PP TAG

3246

OH

E

OH

E

OH

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

END SECTIONS2012 INCH CONC END SECTION

2112 INCH CONC END SECTION









INV. 684.51 - 12" NE

INV. 685.01 - 12" SW

INV. 682.74 - 12" NE

INV. 682.30 - 12" SW

INV. 682.19 - 12" NE

INV. 681.69 - 12" SW

INV. 679.69 - 12" NE

INV. 679.14 - 12" SW

INV. 676.82 - 12" NE

INV. 676.21 - 12" SW

00 20' 40'30'

N

180547-11

DATE:SCALE:






www.gowightman.com

JOB No.

02/13/2020





PROJECT NAME:



FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-12

STA

. 39+

75

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-10

STA

. 34+

75








EXISTING ℄ GRADESPROPOSED ℄ GRADES


FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-10

STA

. 34+

75

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-12

STA

. 39+

75

EXISTING GRADE @ ℄ ROAD

REPLACE EXISTING 6 IN CONCSIDEWALK

SNOW ROAD

66' R

OW

34+8

5 R

ELO

CA

TE M

AIL

BO

XE

S

36+3

5 R

ELO

CA

TE M

AIL

BO

X

36+7

2 G

ATE

BO

X, A

DJ

39+6

2 R

ELO

CA

TE H

YD

RA

NT

30 FT - 12 INCH 1.69%CONC CULVERT, CL IV





RYLANDER ROY4621 SNOW ROADBERRIEN SPRINGS MI 49103

BENDER ROBERT & ANNIE4639 SNOW ROADBERRIEN SPRINGS MI 49103

STEVENSON JOSEPH8203 PUCKER STBERRIEN CENTER MI 49102

SHEMBARGER DEANPO BOX 270EAU CLAIRE MI 49111

EDMUNDSON KEVIN4665 E SNOW ROADBERRIEN SPRINGS MI 49103

37+9

8 R

ELO

CA

TE G

UY

WIR

E B

Y O

THE

R

37+1

9 R

ELO

CA

TE M

AIL

BO

X

35+7

5 R

ELO

CA

TE E

LEC

TRIC

AL

PO

LE B

Y O

THE

R

36+4

8 TR

EE

RE

MO

VA

L

35+2

1 TR

EE

RE

MO

VA

L

35+6

8 TR

EE

RE

MO

VA

L

39+6

8 TR

EE

RE

MO

VA

L

37+6

9 R

ELO

CA

TE E

LEC

TRIC

AL

PO

LE B

Y O

THE

R

36+5

2 D

RIV

EW

AY

RE

PLA

CE

ME

NT

36+9

8 D

RIV

EW

AY

RE

PLA

CE

ME

NT

37+8

2 D

RIV

EW

AY

RE

PLA

CE

ME

NT

38+6

0 D

RIV

EW

AY

RE

PLA

CE

ME

NT

655

660

665

670

675

680

685

690

655

660

665

670

675

680

685

690

673.

0

672.

3

672.

3

672.

0

671.

6

671.

0

670.

8

670.

7

669.

9

669.

4

669.

7

673.

09

672.

25

671.

75

671.

48

671.

20

40+00 41+00 42+00 43+00 44+00 45+00655

660

665

670

675

680

685

690

655

660

665

670

675

680

685

690

673.

0

672.

3

672.

3

672.

0

671.

6

671.

0

670.

8

670.

7

669.

9

669.

4

669.

7

673.

09

672.

25

671.

75

671.

48

671.

20

40+00 41+00 42+00 43+00 44+00 45+00

669.708

TP NL

2886

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

40+00 41+00 42+00 43+00 44+00 45+00

670671672673

674

672673

00 20' 40'30'

N

180547-12

DATE:SCALE:






www.gowightman.com

JOB No.

02/13/2020





PROJECT NAME:



FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-11

STA

. 39+

75








E. SHAWNEE ROAD

FOR

CO

NTI

NU

ATI

ON

MA

TCH

LIN

ES

EE

SH

EE

T 18

0547

-11

STA

. 39+

75

SNOW ROAD

66' R

OW

POESTA 42+39

P.O

.E.

STA

. 42+

39

15+50680

690

700

680

690

700

16+00680

690

700

680

690

700

16+50680

690

700

680

690

700

17+00680

690

700

680

690

700

17+50670

680

690

700

670

680

690

700

18+00670

680

690

700

670

680

690

700

18+50670

680

690

700

670

680

690

700

19+00670

680

690

670

680

690

19+50670

680

690

670

680

690

20+00670

680

690

670

680

690

20+50670

680

690

670

680

690

21+00670

680

690

670

680

690

695.27

694.57

693.46693.89

693.00693.20

690.35692.51

689.41691.22

689.57689.66

688.44688.52

686.24687.61

685.15686.71

684.58685.93

685.57685.39

7.64

, 690

.331

-7.6

4, 6

89.4

33

2.0% 1:4.02.0%1:3.0

9.59

, 689

.685

-7.0

1, 6

88.0

92

2.0% 1:4.02.0%1:3.0

9.36

, 688

.721

-7.0

7, 6

87.1

59

2.0% 1:4.02.0%1:3.0

6.95

, 687

.212

-10.

20, 6

85.2

07

2.0% 1:4.02.0%1:3.0

10.6

7, 6

87.3

68

-7.6

9, 6

85.2

69

2.0% 1:4.02.0%

1:3.0

9.84

, 686

.613

-11.

24, 6

86.3

66

2.0% 1:4.02.0%1:3.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0℄ ℄

℄ ℄

180547-13

DATE:SCALE:

REVISIONSP:\BentonHarbor\180547 - Oronoko - Snow Road Recreation Facility\B)Drawings\B50 AutoCAD\180547X.dwg 180547-13 3/20/2020 3:46:39 PM





www.gowightman.com

JOB No.

01 06/11/2019 RASISSUED FORCONSTRUCTION


PROJECT NAME:


CROSS SECTIONS STA. 15+50 TO STA. 21+00

21+50670

680

690

670

680

690

22+00670

680

690

670

680

690

22+50670

680

690

670

680

690

23+00670

680

690

670

680

690

23+50660

670

680

690

660

670

680

690

24+00660

670

680

690

660

670

680

690

24+50660

670

680

690

660

670

680

690

25+00660

670

680

690

660

670

680

690

25+50660

670

680

690

660

670

680

690

26+00660

670

680

690

660

670

680

690

684.88684.94

684.57684.49

683.86683.96

680.88683.00

680.18682.04

679.42681.07

678.82680.10

678.76679.34

678.24679.02

678.19679.14

8.07

, 685

.719

-7.5

4, 6

84.6

83

2.0% 1:4.02.0%1:3.0

7.07

, 685

.022

-7.4

3, 6

84.1

97

2.0% 1:4.02.0%1:3.0

6.17

, 684

.287

-8.6

5, 6

84.0

95

2.0% 1:4.02.0%1:3.0

6.73

, 683

.263

-11.

33, 6

81.2

40

2.0% 1:6.02.0%1:3.0

6.56

, 682

.422

-11.

50, 6

80.3

17

2.0% 1:6.02.0%1:3.0

8.55

, 682

.285

-9.2

0, 6

80.2

16

2.0% 1:4.02.0%1:3.0

6.37

, 680

.718

-7.7

8, 6

79.8

20

2.0% 1:6.02.0%1:3.0

13.0

5, 6

81.7

86

-8.5

8, 6

78.7

98

2.0% 1:4.02.0%

1:3.0

12.8

0, 6

81.3

37

-7.4

3, 6

78.7

96

2.0% 1:4.02.0%

1:3.0

6.26

, 679

.592

-7.4

3, 6

78.7

94

2.0% 1:6.02.0%1:3.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0℄ ℄

℄ ℄

180547-14

DATE:SCALE:






www.gowightman.com

JOB No.



PROJECT NAME:



26+50660

670

680

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27+00660

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27+50660

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28+00660

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28+50660

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29+00660

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690

660

670

680

690

29+50660

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680

690

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680

690

30+00660

670

680

690

660

670

680

690

30+50660

670

680

690

660

670

680

690

31+00660

670

680

690

660

670

680

690

677.90679.68

679.91679.75

678.69678.81

678.41678.31

678.20678.39

678.11678.50

678.67678.61

678.57678.71

679.12678.82

678.81678.93

7.42

, 679

.779

-11.

72, 6

77.7

41

2.0% 1:6.02.0%1:3.0

9.11

, 680

.439

-6.4

7, 6

79.6

00

0.0% 1:3.00.0%1:3.0

10.9

8, 6

80.2

37

-8.8

2, 6

77.7

50

2.0% 1:3.02.0%

1:3.0

12.6

0, 6

80.2

88

-8.5

7, 6

77.3

47

2.0% 1:3.02.0%

1:3.0

12.0

4, 6

80.2

23

-9.9

3, 6

77.0

13

2.0% 1:3.02.0%

1:3.0

10.5

6, 6

79.8

72

-10.

32, 6

77.0

24

2.0% 1:3.02.0%1:3.0

9.26

, 679

.577

-8.2

0, 6

77.8

71

2.0% 1:3.02.0%1:3.0

7.86

, 679

.254

-7.3

3, 6

78.3

04

2.0% 1:3.02.0%1:3.0

7.73

, 679

.492

-7.5

3, 6

78.5

19

2.0% 1:3.02.0%1:3.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0℄ ℄

℄ ℄

180547-15

DATE:SCALE:






www.gowightman.com

JOB No.



PROJECT NAME:



31+50660

670

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32+00660

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32+50660

670

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660

670

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690

33+00660

670

680

690

660

670

680

690

33+50670

680

690

670

680

690

34+00670

680

690

670

680

690

34+50670

680

690

670

680

690

35+00670

680

690

670

680

690

35+50670

680

690

670

680

690

36+00670

680

690

670

680

690

678.93679.03

679.17679.14

679.41679.56

679.84680.47

682.17681.59

683.57682.70

684.37683.82

684.30684.79

685.89685.29

684.49684.08

8.01

, 679

.728

-8.5

4, 6

78.3

24

2.0% 1:3.02.0%1:3.0

8.42

, 680

.006

-9.1

8, 6

78.2

51

2.0% 1:3.02.0%1:3.0

7.13

, 680

.777

2.0% 1:3.02.0%

7.23

, 681

.796

2.0% 1:3.02.0%

7.40

, 682

.818

-9.4

0, 6

84.0

78

2.0% 1:3.02.0%1:3.0

7.09

, 683

.768

-8.2

3, 6

84.7

40

2.0% 1:3.02.0%1:3.0

10.4

2, 6

83.7

06

2.0% 1:3.02.0%

7.77

, 683

.432

2.0% 1:3.02.0%

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0℄ ℄

℄ ℄

180547-16

DATE:SCALE:






www.gowightman.com

JOB No.





PROJECT NAME:



36+50670

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690

670

680

690

37+00670

680

690

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680

690

37+50660

670

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690

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680

690

38+00660

670

680

690

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680

690

38+50660

670

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39+00660

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39+50660

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680

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670

680

40+00660

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40+50660

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41+00660

670

680

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41+50660

670

680

660

670

680

42+00650

660

670

680

650

660

670

680

682.87682.87

682.18682.14

681.34681.02

679.09679.01

677.43

675.69675.99

674.25674.72

673.02673.61

672.26672.66

672.33671.87

671.99671.25

671.62670.78

8.07

, 680

.213

-12.

15, 6

83.1

93

2.0% 1:3.02.0%1:3.0

7.93

, 678

.368

-7.8

7, 6

79.8

76

2.0% 1:3.02.0%1:3.0

2.0%2.0%

6.19

, 675

.644

-6.3

8, 6

75.6

94

2.0% 1:3.02.0%1:3.0

6.77

, 674

.399

-7.1

4, 6

74.0

01

2.0% 1:3.02.0%1:3.0

6.91

, 672

.435

-6.7

1, 6

72.1

35

2.0% 1:3.02.0%1:3.0

7.93

, 672

.277

-7.3

7, 6

72.3

30

2.0% 1:3.02.0%1:3.0

7.58

, 671

.883

-7.5

0, 6

72.0

96

2.0% 1:3.02.0%1:3.0

7.26

, 671

.503

-8.1

3, 6

72.0

34

2.0% 1:3.02.0%1:3.0

10.0

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20.0

20.0

30.0

30.0

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40.0

50.0

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60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0

10.0

10.0

20.0

20.0

30.0

30.0

40.0

40.0

50.0

50.0

60.0

60.0

70.0

70.0℄ ℄

℄ ℄

180547-17

DATE:SCALE:






www.gowightman.com

JOB No.




PROJECT NAME:



ORONOKO TOWNSHIPred bud trail us 31 n tudor rd snow rd gas electric telephone cable television water...

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