Plans 1-7 18124.pdf

LOCATION MAP

VICINITY MAP

MICHIGAN

N O

R

TH

GROVELAND TOWNSHIP

OAKLAND COUNTY

SEAL

PROJECT SITE

G001

RS2

NRT

DLC

SHEET INDEX

C001 NOTES AND LEGEND

C101 EXISTING CONDITIONS - SANITATION STATION

Reviewer

Designer

Drawn By

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

© C o p y r i g h t 2020 A l l R i g h t s R e s e r v e d

PL

O

T

IN

FO

: Z

:\2

9\

\C

AD

\C D

\G

7.

D W

G

L

AY

O U

T:

G

D

AT

E:

/3

0/

T

IM

E:

:2 3:

P

M

U

SE

R : R

SE

C

O R

D

R E V I S I O N S

NRT

191527

St at e of

M ic hi ga n, D ep ar tm en t o f N at ur al R es ou rc es

, P ar ks a nd R ec re at io n D iv is io n

H ol ly R ec re at io n Ar ea

W as te w at er

S ys te m

Im pr ov em en ts

DTMB File Number

751/18124.CDP

1/30/2020 PHASE 500

BIDS AND CONSTRUCTION

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADDITIONAL INFORMATION

DTMB File Number: 751/18124.CDP

STATE OF MICHIGAN, DEPARTMENT OF

NATURAL RESOURCES, PARKS AND

RECREATION DIVISION

Holly Recreation Area

Wastewater System Improvements Groveland Township, Oakland County, Michigan

Phase 500 - Bids and Construction - January 30, 2020 Fishbeck Project Number 191527

MICHIGAN

C201 SITE LAYOUT PLAN - SANITATION STATION

C202 SITE LAYOUT PLAN - WEST RESTROOM BUILDING

C203 SITE LAYOUT PLAN - EAST RESTROOM BUILDING

P001 PROCESS NOTES AND DETAILS

P101 WEST RESTROOM PUMP STATION PLAN AND SECTION

P102 EAST RESTROOM PUMP STATION PLAN AND SECTION

P301 PROCESS DETAILS

P201 PROCESS FLOW SCHEMATIC AND P&ID

CIVIL

C301 PLAN AND PROFILE STA. 0+00 TO 5+50

C302 PLAN AND PROFILE STA. 5+50 TO 10+00

C303 PLAN AND PROFILE STA. 10+00 TO 14+00

C306 PLAN AND PROFILE, WEST RESTROOM BUILDING, STA. 6+00 TO 13+00

C307 PLAN AND PROFILE, WEST RESTROOM BUILDING, STA. 0+00 TO 6+00

C002 VICINITY MAP

E001 ELECTRICAL NOTES AND LEGENDS

ELECTRICAL

E401 ELECTRICAL ONE LINE DIAGRAMS

E601 ELECTRICAL WIRING DIAGRAMS

E602 ELECTRICAL WIRING DIAGRAMS

P401 MANHOLE PLANS, SECTIONS AND DETAIL

P402 FLOW MONITORING MANHOLE PLAN AND SECTION

E002 ELECTRICAL SANITATION STATION SITE PLAN

fishbeck.com 800.456.3824

1515 Arboretum Drive Grand Rapids, Michigan

P302 PROCESS DETAILS

G001 COVER

GENERAL

C304 PLAN AND PROFILE, EAST RESTROOM BUILDING, STA. 0+00 TO 6+00

C305 PLAN AND PROFILE, EAST RESTROOM BUILDING, STA. 6+00 TO 13+00

P103 EQ BASIN PLAN AND SECTION

PROCESS

S001 GENERAL NOTES AND TYPICAL DETAILS

STRUCTURAL

S002 STRUCTURAL EQ BASIN PLANS AND SECTIONS

C401 CIVIL DETAILS

E003 ELECTRICAL WEST RESTROOM BUILDING SITE PLAN

E004 ELECTRICAL EAST RESTROOM BUILDING SITE PLAN

E603 ELECTRICAL DETAILS

E402 ELECTRICAL RISER DIAGRAMS

E604 ELECTRICAL DETAILS

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text B

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text Q

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text

CONTACT ADMINISTRATOR

AutoCAD SHX Text State of Michigan Department of Technology, Management, & Budget Robert C. Hall, NCARB, Director Facilities Administrator, Design, and Construction Contact: Chris Parsons 3111 W. Saint Joseph Street Lansing, MI 48917 Phone: (517) 256-5677

AutoCAD SHX Text

AGENCY

AutoCAD SHX Text Michigan Department of Natural Resources Parks and Recreation Division Contact: John Terpstra Mount Clemens Field Office 28681 Old North River Road Harrison Township, MI48045 Phone: (248) 672-7584

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

HOLLY RECREATION AREA

AutoCAD SHX Text Contact: Shawn Speaker Unit Manager 8100 Grange Hall Road Holly, MI 48442 Phone: (248) 634-8811

AutoCAD SHX Text

GRANGE HALL

AutoCAD SHX Text

MCGINNIS

AutoCAD SHX Text

WILDWOOD

AutoCAD SHX Text

CONSUMERS ENERGY

AutoCAD SHX Text Contact: Matt Hodack Project Coordinator Flint Service Center 3201 E. Court Street Flint, MI 48506 Phone: (810) 760-3385 Mobile: (810) 247-6765

AutoCAD SHX Text

HAZARDOUS LOCATIONS

AutoCAD SHX Text WET WELLS CLASS 1, DIVISION 1 CLASS 1, DIVISION 1 MH-1, MH-2 CLASS 1, DIVISION 2 CLASS 1, DIVISION 2 VALVE VAULTS CLASS 1, DIVISION 2 CLASS 1, DIVISION 2 EQ TANK CLASS 1, DIVISION 1CLASS 1, DIVISION 1

C001

NRT

NRT

ASM

SYMBOL LEGEND

TEMPORARY CONSTRUCTION SIGNING

ARTIFACT NOTE

Reviewer

Designer

Drawn By

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

© C o p y r i g h t 2020 A l l R i g h t s R e s e r v e d

PL

O

T

IN

FO

: Z

:\2

9\

\C

AD

\C D

\C

7.

D

O U

T:

C

E:

/3

0/

E:

1:

:5

AM

R : N

TO

R

R

EY

R E V I S I O N S

NRT

191527

St at e of

M ic hi ga n, D ep ar tm en t o f N at ur al R es ou rc es

, P ar ks a nd R ec re at io n D iv is io n

H ol ly R ec re at io n Ar ea

W as te w at er

S ys te m

Im pr ov em en ts

DTMB File Number

751/18124.CDP

1/30/2020 PHASE 500

BIDS AND CONSTRUCTION

AutoCAD SHX Text

MEANING

AutoCAD SHX Text

ABBREV.

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text ABAN ABANDON ABANDON AGG AGGREGATE AGGREGATE APPROX APPROXIMATE APPROXIMATE AVE AVENUE AVENUE BIT BITUMINOUS BITUMINOUS BLDG BUILDING BUILDING BM BENCH MARK BENCH MARK CB CATCH BASIN CATCH BASIN CF CUBIC FEET CUBIC FEET CIP COMPACTED IN PLACE COMPACTED IN PLACE CL CENTERLINE CENTERLINE CL CLASS CLASS CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CONC CONCRETE CONCRETE CONT CONTAINER CONTAINER CORR CORRUGATIONS CORRUGATIONS CPP CORRUGATED PLASTIC PIPE CORRUGATED PLASTIC PIPE CSP CORRUGATED STEEL PIPE CORRUGATED STEEL PIPE CT COURT COURT CULV CULVERT CULVERT CY CUBIC YARD CUBIC YARD DEMO DEMOLISH DEMOLISH DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DIST DISTANCE DISTANCE DR DRIVE DRIVE EA EACH EACH ELEV ELEVATION ELEVATION EXIST EX EXISTING EXISTING F.E.S. FLARED END SECTION FLARED END SECTION FIG FIGURE FIGURE FF FINISH FLOOR FINISH FLOOR FT (') FEET FEET F.V. FIELD VERIFY FIELD VERIFY GALV GALVANIZED GALVANIZED GIS GEOGRAPHIC INFORMATION SYSTEM GEOGRAPHIC INFORMATION SYSTEM GPD GALLONS PER DAY GALLONS PER DAY GPM GALLONS PER MINUTE GALLONS PER MINUTE H HEIGHT HEIGHT H HORIZONTAL HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HMA HOT MIXED ASPHALT HOT MIXED ASPHALT HP HIGH POINT HIGH POINT HWL HIGH WATER LEVEL HIGH WATER LEVEL HWY HIGHWAY HIGHWAY HYD HYDRANT HYDRANT ID INSIDE DIAMETER INSIDE DIAMETER IN(") INCHES INCHES INV INVERT ELEVATION INVERT ELEVATION LAT LATERAL LATERAL LF LINEAL FEET LINEAL FEET L LENGTH LENGTH LN LANE LANE LP LOW POINT LOW POINT LS LUMP SUM LUMP SUM MACDC MICHIGAN ASSOCIATION OF MICHIGAN ASSOCIATION OF COUNTY DRAIN COMMISSIONERS MATL MATERIAL MATERIAL

AutoCAD SHX Text MAX MAXIMUM MAXIMUM MB MAILBOX MAILBOX MDEQ MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY MDOT MICHIGAN DEPARTMENT OF TRANSPORTATION MICHIGAN DEPARTMENT OF TRANSPORTATION MFGR MANUFACTURER MANUFACTURER MGD MILLION GALLONS PER DAY MILLION GALLONS PER DAY MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS NA NOT APPLICABLE NOT APPLICABLE NON REINF NON REINFORCED NON REINFORCED NTS NOT TO SCALE NOT TO SCALE OD OUTSIDE DIAMETER OUTSIDE DIAMETER OHWM ORDINARY HIGH WATER MARK ORDINARY HIGH WATER MARK ORIG ORIGINAL ORIGINAL PA PUBLIC ACT PUBLIC ACT PE POLYETHYLENE POLYETHYLENE PERF PERFORATED PERFORATED PL PROPERTY LINE PROPERTY LINE POB POINT OF BEGINNING POINT OF BEGINNING POE POINT OF ENDING POINT OF ENDING PRC POINT OF REVERSE CURVE POINT OF REVERSE CURVE PROP PROPOSED PROPOSED PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT OF TANGENCY POINT OF TANGENCY PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVC POINT OF VERTICAL CURVE POINT OF VERTICAL CURVE PAVT PAVEMENT PAVEMENT QTY QUANTITY QUANTITY R RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD ROAD RED REDUCER REDUCER REF REFERENCE REFERENCE REV REVISION REVISION ROW RIGHT OF WAY RIGHT OF WAY RR RAILROAD RAILROAD SESC SOIL EROSION AND SEDIMENTATION CONTROL SOIL EROSION AND SEDIMENTATION CONTROL SF SQUARE FOOT SQUARE FOOT SPEC SPECIFICATION SPECIFICATION SS SIDE SLOPE SIDE SLOPE ST STREET STREET STA STATION STATION STM STORM STORM SY SQUARE YARD SQUARE YARD TEMP TEMPORARY TEMPORARY TOC TOP OF CASTING TOP OF CASTING T/W TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UND. UNDERDRAIN UNDERDRAIN UTIL UTILITY UTILITY V VERTICAL VERTICAL VB VALVE BOX VALVE BOX VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE W/ WITH WITH W/O WITHOUT WITHOUT WL WATER LEVEL WATER LEVEL

AutoCAD SHX Text

MEANING

AutoCAD SHX Text

ABBREV.

AutoCAD SHX Text %%uPROPOSED UTILITIES

AutoCAD SHX Text

RAILROAD TRACKS

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

SECTION CORNER

AutoCAD SHX Text

TRAVERSE POINT

AutoCAD SHX Text

QUARTER CORNER

AutoCAD SHX Text

SANITARY SEWER & MANHOLE

AutoCAD SHX Text

WYE & LEAD

AutoCAD SHX Text

RISER & LEAD

AutoCAD SHX Text

STANDARD SEWER CLEAN OUT

AutoCAD SHX Text

MAX. ELEVATION OF LOT

AutoCAD SHX Text

LEAD AT PROPERTY LINE

AutoCAD SHX Text

STORM SEWER & MANHOLE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

VALVE & BOX

AutoCAD SHX Text

PLUG

AutoCAD SHX Text

STANDARD FIRE HYDRANT ASSEMBLY

AutoCAD SHX Text

CURB STOP & BOX

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

FORCE MAIN AIR RELEASE STRUCTURE

AutoCAD SHX Text

METER

AutoCAD SHX Text

CENTER OF SECTION

AutoCAD SHX Text

VALVE & CHAMBER

AutoCAD SHX Text

12" STM.

AutoCAD SHX Text

8" WTR

AutoCAD SHX Text

8" SAN.

AutoCAD SHX Text

6" FM

AutoCAD SHX Text

SOIL BORING LOCATION

AutoCAD SHX Text

UNDER DRAIN

AutoCAD SHX Text 832.56

AutoCAD SHX Text M

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

FLAG POLE

AutoCAD SHX Text

PIPE-ONLY CULVERT

AutoCAD SHX Text

12" CSP

AutoCAD SHX Text

FLARED END SECTION CULVERT

AutoCAD SHX Text

HEADWALL CULVERT

AutoCAD SHX Text

12" CSP

AutoCAD SHX Text

12" CSP

AutoCAD SHX Text

GAS PIPE

AutoCAD SHX Text

TELEPHONE LINE

AutoCAD SHX Text

%%UEXISTING TOPOGRAPHY AND REFERENCE FEATURES

AutoCAD SHX Text %%uEXISTING UTILITIES

AutoCAD SHX Text

SHRUBS

AutoCAD SHX Text

CONIFEROUS TREE

AutoCAD SHX Text

MARSH (SWAMP)

AutoCAD SHX Text

LIGHT

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

GUARD RAIL

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

EASEMENT LINE

AutoCAD SHX Text

ROW LINE

AutoCAD SHX Text

SECTION LINE

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

GUY ANCHOR

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

SANITARY SEWER & MANHOLE

AutoCAD SHX Text

STORM SEWER & MANHOLE

AutoCAD SHX Text

CATCH BASIN CURB TYPE

AutoCAD SHX Text

CATCH BASIN LAWN TYPE

AutoCAD SHX Text

8" SAN

AutoCAD SHX Text

12" STM

AutoCAD SHX Text

VALVE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

PLUG

AutoCAD SHX Text

PIPE-ONLY CULVERT

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

FLARED END SECTION CULVERT

AutoCAD SHX Text

PROPERTY HOOK

AutoCAD SHX Text

(COMMON PROPERTY OWNERSHIP)

AutoCAD SHX Text

PROPERTY MONUMENT

AutoCAD SHX Text

PROPERTY IRON

AutoCAD SHX Text

HEDGE

AutoCAD SHX Text

EDGE OF WOODS

AutoCAD SHX Text

SET PROPERTY IRON

AutoCAD SHX Text

6" STEAM

AutoCAD SHX Text

4" FM

AutoCAD SHX Text

2" GAS

AutoCAD SHX Text

UNDERGROUND STEAM

AutoCAD SHX Text

UNDERGROUND SPRINKLER

AutoCAD SHX Text

CABLE TELEVISION

AutoCAD SHX Text

FIBER OPTICS

AutoCAD SHX Text

FORCE MAIN

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

UNDERGROUND TELEPHONE

AutoCAD SHX Text

UNDERGROUND ELECTRIC

AutoCAD SHX Text

GAS MAIN

AutoCAD SHX Text

OP

AutoCAD SHX Text

TEL

AutoCAD SHX Text

2" SPRK

AutoCAD SHX Text

CATV

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

6" WTR

AutoCAD SHX Text

UNDERGROUND COMMUNICATIONS

AutoCAD SHX Text

COMM

AutoCAD SHX Text

MAIL BOX

AutoCAD SHX Text

CONTOUR MAJOR

AutoCAD SHX Text

CONTOUR MINOR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

OVERHEAD ELECTRIC

AutoCAD SHX Text

OHELEC

AutoCAD SHX Text

ELEC

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

%%UOTHER PROPOSED

AutoCAD SHX Text

SPRINKLER HEAD

AutoCAD SHX Text

GRAVEL SURFACE

AutoCAD SHX Text

PAVED SURFACE

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text

ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS.

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text

CONTOUR MAJOR

AutoCAD SHX Text

CONTOUR MINOR

AutoCAD SHX Text

FLOW ARROW

AutoCAD SHX Text

GRADING ARROW

AutoCAD SHX Text

COUPLER

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

UNDISTURBED VEGETATION

AutoCAD SHX Text

FABRIC TO BE WRAPPED AROUND FENCE POST

AutoCAD SHX Text

RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC

AutoCAD SHX Text 6"x6" ANCHOR TRENCH

AutoCAD SHX Text

ANCHOR FABRIC INTO GROUND

AutoCAD SHX Text

24" GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE TOWARDS EARTH DISRUPTION

AutoCAD SHX Text

3/8" WOOD STAKE 6' O.C. (MAX.)

AutoCAD SHX Text

SILT FENCE JOINT

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1' MIN.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

SILT FENCE B

AutoCAD SHX Text

SILT FENCE A

AutoCAD SHX Text

SILT FENCE B

AutoCAD SHX Text

SILT FENCE A

AutoCAD SHX Text

SILT FENCE DETAIL

AutoCAD SHX Text NOTES: 1. CONSTRUCT SILT FENCE BEFORE UPSLOPE GROUND COVER IS REMOVED. CLEARING, GRUBBING, AND STUMPING CAN CONSTRUCT SILT FENCE BEFORE UPSLOPE GROUND COVER IS REMOVED. CLEARING, GRUBBING, AND STUMPING CAN OCCUR BEFORE SILT FENCE INSTALLATION IF GROUND COVER IS NOT REMOVED. 2. PLACE ALL SILT FENCE PARALLEL TO THE SLOPE AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW PLACE ALL SILT FENCE PARALLEL TO THE SLOPE AS POSSIBLE SO THAT WATER WILL NOT CONCENTRATE AT LOW POINTS IN THE FENCE AND SO THAT SMALL SWALES OR DEPRESSIONS THAT MAY CARRY SMALL CONCENTRATED FLOWS TO THE SILT FENCE ARE DISSIPATED ALONG ITS LENGTH. 3. INSTALL ENDS OF THE SILT FENCES UPSLOPE 12" IN ELEVATION SO THAT WATER PONDED BY THE SILT FENCE INSTALL ENDS OF THE SILT FENCES UPSLOPE 12" IN ELEVATION SO THAT WATER PONDED BY THE SILT FENCE WILL BE PREVENTED FROM FLOWING AROUND THE ENDS. 4. INSTALL THE TRENCH WITH A TRENCHER, CABLE LAYING MACHINE, SLICING MACHINE, OR OTHER SUITABLE DEVICE INSTALL THE TRENCH WITH A TRENCHER, CABLE LAYING MACHINE, SLICING MACHINE, OR OTHER SUITABLE DEVICE THAT WILL ENSURE AN ADEQUATELY UNIFORM TRENCH DEPTH. 5. WHERE TWO SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN, THE END POSTS SHALL BE WHERE TWO SECTIONS OF PREFABRICATED SILT FENCE ARE COMBINED INTO ONE RUN, THE END POSTS SHALL BE CONNECTED TOGETHER, NOT SIMPLY OVERLAPPED. 6. SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. IF RUNOFF SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE GEOTEXTILE. IF RUNOFF OVERTOPS THE SILT FENCE, FLOWS AROUND THE ENDS, OR IN ANY OTHER WAY BECOMES A CONCENTRATED FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS APPROPRIATE: A) AN ADDITIONAL RUN OF SILT FENCE SHALL BE PLACED UPSTREAM, B) THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED, C) ACCUMULATED SEDIMENT SHALL BE REMOVED, OR D) OTHER BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED. 7. INSPECT FREQUENTLY AND IMMEDIATELY AFTER EACH STORM EVENT. CHECK SEVERAL TIMES DURING PROLONGED INSPECT FREQUENTLY AND IMMEDIATELY AFTER EACH STORM EVENT. CHECK SEVERAL TIMES DURING PROLONGED STORM EVENTS. IF NECESSARY, REPAIR IMMEDIATELY. 8. REMOVE SEDIMENT DEPOSITS WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-HALF OF THE HEIGHT OF THE REMOVE SEDIMENT DEPOSITS WHEN THE DEPOSIT REACHES APPROXIMATELY ONE-HALF OF THE HEIGHT OF THE SILT FENCE. 9. REMOVE SILT FENCE ONLY WHEN ALL UPSTREAM VEGETATION IS FULLY ESTABLISHED AND DIRECTED BY REMOVE SILT FENCE ONLY WHEN ALL UPSTREAM VEGETATION IS FULLY ESTABLISHED AND DIRECTED BY ENGINEER/OWNER.

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SE-054

AutoCAD SHX Text SOIL EROSION AND SEDIMENTATION CONTROL (SESC) NOTES: 1. MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON THE SITE FOR MAINTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ON THE SITE FOR THE DURATION OF CONSTRUCTION, IF REQUIRED. ADHERE TO THE SWPPP DURING CONSTRUCTION OPERATIONS. 2. MAINTAIN AND REPAIR ALL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL MAINTAIN AND REPAIR ALL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL AND REPAIR ALL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL AND REPAIR ALL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL REPAIR ALL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL REPAIR ALL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL ALL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL ALL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL SESC BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL BEST MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL MANAGEMENT PRACTICES BMPS DURING CONSTRUCTION UNTIL PRACTICES BMPS DURING CONSTRUCTION UNTIL PRACTICES BMPS DURING CONSTRUCTION UNTIL BMPS DURING CONSTRUCTION UNTIL BMPS DURING CONSTRUCTION UNTIL DURING CONSTRUCTION UNTIL DURING CONSTRUCTION UNTIL CONSTRUCTION UNTIL CONSTRUCTION UNTIL UNTIL UNTIL ALL VEGITATION IS ESTABLISED, (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN VEGITATION IS ESTABLISED, (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN VEGITATION IS ESTABLISED, (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN IS ESTABLISED, (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN IS ESTABLISED, (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN ESTABLISED, (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN ESTABLISED, (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN (ALL DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN DISTURBED SOIL SURFACES ARE UNIFORMLY COVERED IN SOIL SURFACES ARE UNIFORMLY COVERED IN SOIL SURFACES ARE UNIFORMLY COVERED IN SURFACES ARE UNIFORMLY COVERED IN SURFACES ARE UNIFORMLY COVERED IN ARE UNIFORMLY COVERED IN ARE UNIFORMLY COVERED IN UNIFORMLY COVERED IN UNIFORMLY COVERED IN COVERED IN COVERED IN IN IN PERMANENT VEGITATION WITH A DENSITY OF 70% OR GREATER, OR AS DEFINED BY PERMIT.) 3. PERFORM ALL EARTH-DISTURBING CONSTRUCTION ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS PERFORM ALL EARTH-DISTURBING CONSTRUCTION ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS ALL EARTH-DISTURBING CONSTRUCTION ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS ALL EARTH-DISTURBING CONSTRUCTION ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS EARTH-DISTURBING CONSTRUCTION ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS EARTH-DISTURBING CONSTRUCTION ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS CONSTRUCTION ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS CONSTRUCTION ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS ACTIVITIES WITHIN THE LIMITS OF DISTURBANCE AS WITHIN THE LIMITS OF DISTURBANCE AS WITHIN THE LIMITS OF DISTURBANCE AS THE LIMITS OF DISTURBANCE AS THE LIMITS OF DISTURBANCE AS LIMITS OF DISTURBANCE AS LIMITS OF DISTURBANCE AS OF DISTURBANCE AS OF DISTURBANCE AS DISTURBANCE AS DISTURBANCE AS AS AS INDICATED ON THE DRAWINGS. 4. REVIEW THE LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF REVIEW THE LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF THE LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF THE LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF DISTURBANCE SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF SHOWN ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF ON THE DRAWINGS AND FIELD-STAKING THE LIMIT OF THE DRAWINGS AND FIELD-STAKING THE LIMIT OF THE DRAWINGS AND FIELD-STAKING THE LIMIT OF DRAWINGS AND FIELD-STAKING THE LIMIT OF DRAWINGS AND FIELD-STAKING THE LIMIT OF AND FIELD-STAKING THE LIMIT OF AND FIELD-STAKING THE LIMIT OF FIELD-STAKING THE LIMIT OF FIELD-STAKING THE LIMIT OF THE LIMIT OF THE LIMIT OF LIMIT OF LIMIT OF OF OF DISTURBANCE LINE PRIOR TO THE START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT LINE PRIOR TO THE START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT LINE PRIOR TO THE START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT PRIOR TO THE START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT PRIOR TO THE START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT TO THE START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT TO THE START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT THE START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT THE START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT START OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT OF CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT CONSTRUCTION AND/OR CONTRACTORS OPERATIONS AT AND/OR CONTRACTORS OPERATIONS AT AND/OR CONTRACTORS OPERATIONS AT CONTRACTORS OPERATIONS AT CONTRACTORS OPERATIONS AT OPERATIONS AT OPERATIONS AT AT AT NO ADDITIONAL COST TO OWNER. 5. INSTALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY INSTALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY PERIMETER EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY AND SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY SEDIMENT CONTROL MEASURES PRIOR TO THE START OF ANY CONTROL MEASURES PRIOR TO THE START OF ANY CONTROL MEASURES PRIOR TO THE START OF ANY MEASURES PRIOR TO THE START OF ANY MEASURES PRIOR TO THE START OF ANY PRIOR TO THE START OF ANY PRIOR TO THE START OF ANY TO THE START OF ANY TO THE START OF ANY THE START OF ANY THE START OF ANY START OF ANY START OF ANY OF ANY OF ANY ANY ANY LAND CLEARING OR GRADING ACTIVITIES. 6. APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS CONTROL MEASURES AS SHOWN ON THE DRAWINGS CONTROL MEASURES AS SHOWN ON THE DRAWINGS MEASURES AS SHOWN ON THE DRAWINGS MEASURES AS SHOWN ON THE DRAWINGS AS SHOWN ON THE DRAWINGS AS SHOWN ON THE DRAWINGS SHOWN ON THE DRAWINGS SHOWN ON THE DRAWINGS ON THE DRAWINGS ON THE DRAWINGS THE DRAWINGS THE DRAWINGS DRAWINGS DRAWINGS AND/OR AS REQUIRED BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY AS REQUIRED BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY AS REQUIRED BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY REQUIRED BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY REQUIRED BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY SESC PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY PERMIT AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY AND IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY ADDITIONAL MEASURES AS DICTATED BY ADDITIONAL MEASURES AS DICTATED BY MEASURES AS DICTATED BY MEASURES AS DICTATED BY AS DICTATED BY AS DICTATED BY DICTATED BY DICTATED BY BY BY SITE CONDITIONS. 7. ENSURE THAT ANY SEDIMENTATION RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE ENSURE THAT ANY SEDIMENTATION RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE THAT ANY SEDIMENTATION RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE THAT ANY SEDIMENTATION RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE ANY SEDIMENTATION RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE ANY SEDIMENTATION RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE SEDIMENTATION RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE SEDIMENTATION RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE RESULTING FROM WORK ON THIS SITE IS CONTAINED ON THE FROM WORK ON THIS SITE IS CONTAINED ON THE FROM WORK ON THIS SITE IS CONTAINED ON THE WORK ON THIS SITE IS CONTAINED ON THE WORK ON THIS SITE IS CONTAINED ON THE ON THIS SITE IS CONTAINED ON THE ON THIS SITE IS CONTAINED ON THE THIS SITE IS CONTAINED ON THE THIS SITE IS CONTAINED ON THE SITE IS CONTAINED ON THE SITE IS CONTAINED ON THE IS CONTAINED ON THE IS CONTAINED ON THE CONTAINED ON THE CONTAINED ON THE ON THE ON THE THE THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN WATERWAYS. 8. LEAVE SLOPES IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF LEAVE SLOPES IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF SLOPES IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF SLOPES IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF DURING THE GRADING PHASE TO REDUCE RUNOFF DURING THE GRADING PHASE TO REDUCE RUNOFF THE GRADING PHASE TO REDUCE RUNOFF THE GRADING PHASE TO REDUCE RUNOFF GRADING PHASE TO REDUCE RUNOFF GRADING PHASE TO REDUCE RUNOFF PHASE TO REDUCE RUNOFF PHASE TO REDUCE RUNOFF TO REDUCE RUNOFF TO REDUCE RUNOFF REDUCE RUNOFF REDUCE RUNOFF RUNOFF RUNOFF VELOCITIES AND EROSION. 9. LOCATE LAY DOWN, STAGING AND STOCKPILE AREAS WITHIN THE PERMITTED LIMITS OF DISTURBANCE. LOCATE LAY DOWN, STAGING AND STOCKPILE AREAS WITHIN THE PERMITTED LIMITS OF DISTURBANCE. 10. INSTALL SILT FENCE AROUND THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN INSTALL SILT FENCE AROUND THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN SILT FENCE AROUND THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN SILT FENCE AROUND THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN FENCE AROUND THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN FENCE AROUND THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN AROUND THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN AROUND THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN THE PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN PERIMETER OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN OF ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN ON-SITE SOIL STOCKPILE AREAS IF RUNOFF CAN SOIL STOCKPILE AREAS IF RUNOFF CAN SOIL STOCKPILE AREAS IF RUNOFF CAN STOCKPILE AREAS IF RUNOFF CAN STOCKPILE AREAS IF RUNOFF CAN AREAS IF RUNOFF CAN AREAS IF RUNOFF CAN IF RUNOFF CAN IF RUNOFF CAN RUNOFF CAN RUNOFF CAN CAN CAN IMPACT A STABILIZED PART OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS A STABILIZED PART OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS A STABILIZED PART OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS STABILIZED PART OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS STABILIZED PART OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS PART OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS PART OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS OF THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS THE SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS SITE, OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS OR LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS LEAVE THE SITE. ADDITIONALLY, INACTIVE PORTIONS THE SITE. ADDITIONALLY, INACTIVE PORTIONS THE SITE. ADDITIONALLY, INACTIVE PORTIONS SITE. ADDITIONALLY, INACTIVE PORTIONS SITE. ADDITIONALLY, INACTIVE PORTIONS ADDITIONALLY, INACTIVE PORTIONS ADDITIONALLY, INACTIVE PORTIONS ADDITIONALLY, INACTIVE PORTIONS INACTIVE PORTIONS INACTIVE PORTIONS PORTIONS PORTIONS OF THE STOCKPILE AREAS ARE TO BE STABILIZED AS REQUIRED BY PERMIT. 11. IMPLEMENT TEMPORARY STABILIZATION MEASURES ON ANY DISTURBED AREAS WHERE CONSTRUCTION IMPLEMENT TEMPORARY STABILIZATION MEASURES ON ANY DISTURBED AREAS WHERE CONSTRUCTION TEMPORARY STABILIZATION MEASURES ON ANY DISTURBED AREAS WHERE CONSTRUCTION TEMPORARY STABILIZATION MEASURES ON ANY DISTURBED AREAS WHERE CONSTRUCTION STABILIZATION MEASURES ON ANY DISTURBED AREAS WHERE CONSTRUCTION STABILIZATION MEASURES ON ANY DISTURBED AREAS WHERE CONSTRUCTION MEASURES ON ANY DISTURBED AREAS WHERE CONSTRUCTION MEASURES ON ANY DISTURBED AREAS WHERE CONSTRUCTION ON ANY DISTURBED AREAS WHERE CONSTRUCTION ON ANY DISTURBED AREAS WHERE CONSTRUCTION ANY DISTURBED AREAS WHERE CONSTRUCTION ANY DISTURBED AREAS WHERE CONSTRUCTION DISTURBED AREAS WHERE CONSTRUCTION DISTURBED AREAS WHERE CONSTRUCTION AREAS WHERE CONSTRUCTION AREAS WHERE CONSTRUCTION WHERE CONSTRUCTION WHERE CONSTRUCTION CONSTRUCTION CONSTRUCTION ACTIVITIES WILL NOT RESUME FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY WILL NOT RESUME FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY WILL NOT RESUME FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY NOT RESUME FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY NOT RESUME FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY RESUME FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY RESUME FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY FOR 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY 14 DAYS OR MORE. IMPLEMENTATION OF TEMPORARY DAYS OR MORE. IMPLEMENTATION OF TEMPORARY DAYS OR MORE. IMPLEMENTATION OF TEMPORARY OR MORE. IMPLEMENTATION OF TEMPORARY OR MORE. IMPLEMENTATION OF TEMPORARY MORE. IMPLEMENTATION OF TEMPORARY MORE. IMPLEMENTATION OF TEMPORARY IMPLEMENTATION OF TEMPORARY IMPLEMENTATION OF TEMPORARY IMPLEMENTATION OF TEMPORARY OF TEMPORARY OF TEMPORARY TEMPORARY TEMPORARY STABILIZATION MEASURES MUST BE INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS MEASURES MUST BE INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS MEASURES MUST BE INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS MUST BE INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS MUST BE INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS BE INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS BE INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS INITIATED IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS IMMEDIATELY AND COMPLETED WITHIN SEVEN (7) DAYS AND COMPLETED WITHIN SEVEN (7) DAYS AND COMPLETED WITHIN SEVEN (7) DAYS COMPLETED WITHIN SEVEN (7) DAYS COMPLETED WITHIN SEVEN (7) DAYS WITHIN SEVEN (7) DAYS WITHIN SEVEN (7) DAYS SEVEN (7) DAYS SEVEN (7) DAYS (7) DAYS (7) DAYS DAYS DAYS FROM WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASED ON ANY PORTION OF THE SITE. WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASED ON ANY PORTION OF THE SITE. WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASED ON ANY PORTION OF THE SITE. CONSTRUCTION ACTIVITIES TEMPORARILY CEASED ON ANY PORTION OF THE SITE. CONSTRUCTION ACTIVITIES TEMPORARILY CEASED ON ANY PORTION OF THE SITE. ACTIVITIES TEMPORARILY CEASED ON ANY PORTION OF THE SITE. ACTIVITIES TEMPORARILY CEASED ON ANY PORTION OF THE SITE. TEMPORARILY CEASED ON ANY PORTION OF THE SITE. TEMPORARILY CEASED ON ANY PORTION OF THE SITE. CEASED ON ANY PORTION OF THE SITE. CEASED ON ANY PORTION OF THE SITE. ON ANY PORTION OF THE SITE. ON ANY PORTION OF THE SITE. ANY PORTION OF THE SITE. ANY PORTION OF THE SITE. PORTION OF THE SITE. PORTION OF THE SITE. OF THE SITE. OF THE SITE. THE SITE. THE SITE. SITE. SITE. APPLY 3-5 LBS/1000 SFT. TEMPORARY SEED AND STRAW MULCH OVER DISTURBED AREA. 12. TOPSOIL AND SEED ALL EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE TOPSOIL AND SEED ALL EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE AND SEED ALL EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE AND SEED ALL EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE SEED ALL EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE SEED ALL EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE ALL EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE ALL EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE EXPOSED AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE AREAS WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE WITHIN SEVEN (7) CALENDAR DAYS FOLLOWING THE SEVEN (7) CALENDAR DAYS FOLLOWING THE SEVEN (7) CALENDAR DAYS FOLLOWING THE (7) CALENDAR DAYS FOLLOWING THE (7) CALENDAR DAYS FOLLOWING THE CALENDAR DAYS FOLLOWING THE CALENDAR DAYS FOLLOWING THE DAYS FOLLOWING THE DAYS FOLLOWING THE FOLLOWING THE FOLLOWING THE THE THE CONCLUSION OF FINAL GRADING IN THAT AREA. 13. REGULARLY CHECK SEEDED AREAS TO SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". REGULARLY CHECK SEEDED AREAS TO SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". CHECK SEEDED AREAS TO SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". CHECK SEEDED AREAS TO SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". SEEDED AREAS TO SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". SEEDED AREAS TO SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". AREAS TO SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". AREAS TO SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". TO SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". TO SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". SEE THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". THAT A GOOD STAND OF VEGETATION IS "ESTABLISHED". A GOOD STAND OF VEGETATION IS "ESTABLISHED". A GOOD STAND OF VEGETATION IS "ESTABLISHED". GOOD STAND OF VEGETATION IS "ESTABLISHED". GOOD STAND OF VEGETATION IS "ESTABLISHED". STAND OF VEGETATION IS "ESTABLISHED". STAND OF VEGETATION IS "ESTABLISHED". OF VEGETATION IS "ESTABLISHED". OF VEGETATION IS "ESTABLISHED". VEGETATION IS "ESTABLISHED". VEGETATION IS "ESTABLISHED". IS "ESTABLISHED". IS "ESTABLISHED". "ESTABLISHED". "ESTABLISHED". VEGETATION WILL NOT BE CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS WILL NOT BE CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS WILL NOT BE CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS NOT BE CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS NOT BE CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS BE CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS BE CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS CONSIDERED "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS "ESTABLISHED" UNTIL 100% OF THE SOIL SURFACE IS UNTIL 100% OF THE SOIL SURFACE IS UNTIL 100% OF THE SOIL SURFACE IS 100% OF THE SOIL SURFACE IS 100% OF THE SOIL SURFACE IS OF THE SOIL SURFACE IS OF THE SOIL SURFACE IS THE SOIL SURFACE IS THE SOIL SURFACE IS SOIL SURFACE IS SOIL SURFACE IS SURFACE IS SURFACE IS IS IS UNIFORMLY COVERED WITH PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER. COVERED WITH PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER. COVERED WITH PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER. WITH PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER. WITH PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER. PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER. PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER. VEGETATION WITH A DENSITY OF 70% OR GREATER. VEGETATION WITH A DENSITY OF 70% OR GREATER. WITH A DENSITY OF 70% OR GREATER. WITH A DENSITY OF 70% OR GREATER. A DENSITY OF 70% OR GREATER. A DENSITY OF 70% OR GREATER. DENSITY OF 70% OR GREATER. DENSITY OF 70% OR GREATER. OF 70% OR GREATER. OF 70% OR GREATER. 70% OR GREATER. 70% OR GREATER. OR GREATER. OR GREATER. GREATER. GREATER. FERTILIZE, WATER, RESEED AS MULCH AS NEEDED. 14. MINIMIZE TRACKING OF SOIL AND SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF MINIMIZE TRACKING OF SOIL AND SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF TRACKING OF SOIL AND SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF TRACKING OF SOIL AND SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF OF SOIL AND SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF OF SOIL AND SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF SOIL AND SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF SOIL AND SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF AND SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF AND SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF SEDIMENT ONTO OFF-SITE ROADWAYS THROUGH THE USE OF ONTO OFF-SITE ROADWAYS THROUGH THE USE OF ONTO OFF-SITE ROADWAYS THROUGH THE USE OF OFF-SITE ROADWAYS THROUGH THE USE OF OFF-SITE ROADWAYS THROUGH THE USE OF ROADWAYS THROUGH THE USE OF ROADWAYS THROUGH THE USE OF THROUGH THE USE OF THROUGH THE USE OF THE USE OF THE USE OF USE OF USE OF OF OF APPROPRIATE MEASURES. IMMEDIATELY REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE MEASURES. IMMEDIATELY REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE MEASURES. IMMEDIATELY REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE IMMEDIATELY REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE IMMEDIATELY REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE IMMEDIATELY REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE REMOVE ANY SOIL OR SEDIMENT TRACKED ONTO THE ANY SOIL OR SEDIMENT TRACKED ONTO THE ANY SOIL OR SEDIMENT TRACKED ONTO THE SOIL OR SEDIMENT TRACKED ONTO THE SOIL OR SEDIMENT TRACKED ONTO THE OR SEDIMENT TRACKED ONTO THE OR SEDIMENT TRACKED ONTO THE SEDIMENT TRACKED ONTO THE SEDIMENT TRACKED ONTO THE TRACKED ONTO THE TRACKED ONTO THE ONTO THE ONTO THE THE THE ROADWAYS. 15. NO VEHICLES AND EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW NO VEHICLES AND EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW VEHICLES AND EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW VEHICLES AND EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW AND EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW AND EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW EQUIPMENT CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW CLEANING IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW IS ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW ALLOWED AT LOCATIONS WHERE RUNOFF COULD FLOW AT LOCATIONS WHERE RUNOFF COULD FLOW AT LOCATIONS WHERE RUNOFF COULD FLOW LOCATIONS WHERE RUNOFF COULD FLOW LOCATIONS WHERE RUNOFF COULD FLOW WHERE RUNOFF COULD FLOW WHERE RUNOFF COULD FLOW RUNOFF COULD FLOW RUNOFF COULD FLOW COULD FLOW COULD FLOW FLOW FLOW DIRECTLY INTO A WATER COURSE OR DOWNSTREAM STORM SEWER.

AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DEVICES, BARRICADES, AND FLAGGING PERSONNEL AS MAY BE REQUIRED TO PROVIDE A MINIMUM OF ONE-WAY VEHICULAR TRAFFIC THROUGH THE CAMPGROUND ROAD WORK AREA DURING ALL TIMES. DURING WEEKEND AND NON-WORKING DAY PERIODS, THE CAMPGROUND ROAD SHALL BE OPEN TO TWO-WAY TRAFFIC AT ALL TIMES.

IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, ALL WORK IS TO STOP AND THE OWNER'S REPRESENTATIVE / PROJECT MANAGER SHALL BE NOTIFIED. ARTIFACTS OR ARCHAEOLOGICAL MATERIALS ARE DEFINED AS: ABORIGINAL ANTIQUITIES AND OTHER RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES, CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY OR SHARD OF POTTERY, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION; AND MORE MODERN ARTIFACTS, SUCH AS FORTS, RELICS AND OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL, TERRITORIAL, AND EARLY STATEHOOD PERIODS.

Reviewer

Designer

Drawn By

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

© C o p y r i g h t 2020 A l l R i g h t s R e s e r v e d

PL

O

T

IN

FO

: Z

:\2

9\

\C

AD

\C D

\C

7.

D

O U

T:

C

E:

/3

0/

E:

1:

:3

R : N

TO

R

R

EY

R E V I S I O N S

NRT

191527

St at e of

M ic hi ga n, D ep ar tm en t o f N at ur al R es ou rc es

, P ar ks a nd R ec re at io n D iv is io n

H ol ly R ec re at io n Ar ea

W as te w at er

S ys te m

Im pr ov em en ts

DTMB File Number

751/18124.CDP

1/30/2020 PHASE 500

BIDS AND CONSTRUCTION

Reviewer

Designer

Drawn By

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

© C o p y r i g h t 2020 A l l R i g h t s R e s e r v e d

PL

O

T

IN

FO

: Z

:\2

9\

\C

AD

\C D

\C

7.

D

O U

T:

C

E:

/3

0/

E:

1:

:3

R : N

TO

R

R

EY

R E V I S I O N S

NRT

191527

St at e of

M ic hi ga n, D ep ar tm en t o f N at ur al R es ou rc es

, P ar ks a nd R ec re at io n D iv is io n

H ol ly R ec re at io n Ar ea

W as te w at er

S ys te m

Im pr ov em en ts

DTMB File Number

751/18124.CDP

1/30/2020 PHASE 500

BIDS AND CONSTRUCTION

C002

RS2

NRT

ASM

VICINITY MAP

on the net at: www.missdig.org 1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1" = 100'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

EXISTING SANITATION STATION

AutoCAD SHX Text

EAST RESTROOM BUILDING (SEE SHEET C203)

AutoCAD SHX Text

WEST RESTROOM PUMP STATION (SEE SHEET P101)

AutoCAD SHX Text

NEW DRAIN FIELD (SEE SHEET C201)

AutoCAD SHX Text

NEW EQUALIZATION TANK (SEE SHEET C201)

AutoCAD SHX Text

FORCE MAIN ALIGNMENT

AutoCAD SHX Text

PARK ROAD

AutoCAD SHX Text

PARK ROAD

AutoCAD SHX Text

FORCE MAIN ALIGNMENT

AutoCAD SHX Text

EAST RESTROOM PUMP STATION (SEE SHEET P102)

AutoCAD SHX Text

WEST RESTROOM BUILDING (SEE SHEET C202)

AutoCAD SHX Text

CONTACT STATION

AutoCAD SHX Text McGINNIS LAKE

AutoCAD SHX Text

ASPEN LOOP

AutoCAD SHX Text

HICKORY LOOP

AutoCAD SHX Text

OAK LOOP

AutoCAD SHX Text

MAPLE LOOP

TRILLIUM LOOP

KEY PLAN

on the net at: www.missdig.org 1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

BENCH MARKBENCH MARKBENCH MARKBENCH MARK

Reviewer

Designer

Drawn By

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

© C o p y r i g h t 2020 A l l R i g h t s R e s e r v e d

PL

O

T

IN

FO

: Z

:\2

9\

\C

AD

\C D

\C

7.

D

O U

T:

C

E:

/3

0/

E:

1:

:1

R : N

TO

R

R

EY

R E V I S I O N S

NRT

191527

St at e of

M ic hi ga n, D ep ar tm en t o f N at ur al R es ou rc es

, P ar ks a nd R ec re at io n D iv is io n

H ol ly R ec re at io n Ar ea

W as te w at er

S ys te m

Im pr ov em en ts

DTMB File Number

751/18124.CDP

1/30/2020 PHASE 500

BIDS AND CONSTRUCTION

SANITATION STATION

EXISTING CONDITIONS

C101

DKU

NRT

ASM

DATA SOURCES

SURVEY CONTROL

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

EAST RESTROOM BUILDING

AutoCAD SHX Text

NEW PUMP STATION

AutoCAD SHX Text

EXISTING RV SANITATION STATION

AutoCAD SHX Text

NEW DRAIN FIELD

AutoCAD SHX Text

NEW EQUALIZATION TANK

AutoCAD SHX Text

NEW PUMP STATION

AutoCAD SHX Text

WEST RESTROOM BUILDING

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1" = 20'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SANITATION STATION

AutoCAD SHX Text

EXISTING DRAIN FIELD

AutoCAD SHX Text

EXISTING SEPTIC TANK 1,500 GALLONS

AutoCAD SHX Text

NOT ON THIS SHEET

AutoCAD SHX Text

DUMPSTER ENCLOSURE

AutoCAD SHX Text

EXISTING SAN. SWR. FROM SEPTIC TANK TO EXISTING DRAIN FIELD

AutoCAD SHX Text

EXISTING TREE LINE

AutoCAD SHX Text

REMOVE AND DISPOSE OF DRAIN FIELD IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

1. TOPOGRAPHIC SURVEY PERFORMED BY FISHBECK, TOPOGRAPHIC SURVEY PERFORMED BY FISHBECK, DECEMBER 2019. 2. TOPOGRAPHY SHOWN REPRESENTS CONDITIONS AT THE TIME OF TOPOGRAPHY SHOWN REPRESENTS CONDITIONS AT THE TIME OF THE SURVEY. FIELD VERIFY EXISTING CONDITIONS.

AutoCAD SHX Text

1. VERTICAL DATUM: NAVD 88 COMPUTED USING GEOID12B VERTICAL DATUM: NAVD 88 COMPUTED USING GEOID12B 2. HORIZONTAL DATUM: STATE PLANE COORDINATES - HORIZONTAL DATUM: STATE PLANE COORDINATES - INTERNATIONAL FOOT

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

WOODS

1-800-482-7171

3 full working days before you dig:

Michigan's One-Call

Utility Notification Organization

Call MISS DIG

NOTES

BENCH MARKBENCH MARKBENCH MARKBENCH MARK

Reviewer

Designer

Drawn By

Hard copy is intended to be 24"x36" when plotted. Scale(s) indicated and graphic quality may not be accurate for any other size.

Manager

PROJECT NO.

SHEET NO.

© C o p y r i g h t 2020 A l l R i g h t s R e s e r v e d

PL

O

T

IN

FO

: Z

:\2

9\

\C

AD

\C D

\C

7.

D

O U

T:

C

E:

/3

0/

E:

:5 6:

R : N

TO

R

R

EY

R E V I S I O N S

NRT

191527

St at e of

M ic hi ga n, D ep ar tm en t o f N at ur al R es ou rc es

, P ar ks a nd R ec re at io n D iv is io n

H ol ly R ec re at io n Ar ea

W as te w at er

S ys te m

Im pr ov em en ts

DTMB File Number

751/18124.CDP

1/30/2020 PHASE 500

BIDS AND CONSTRUCTION

SANITATION STATION

SITE LAYOUT PLAN C201

DKU

NRT

ASM

KEY NOTES

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

ELEVATION:

AutoCAD SHX Text A

AutoCAD SHX Text 1025.71

AutoCAD SHX Text

CHISELED SQUARE ON NW CORNER OF CONCRETE

AutoCAD SHX Text

FOR FLAG POLE, 50 FEET SOUTH OF BUILDING

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

EAST RESTROOM BUILDING

AutoCAD SHX Text

NEW PUMP STATION

AutoCAD SHX Text

EXISTING RV SANITATION STATION

AutoCAD SHX Text

NEW DRAIN FIELD

AutoCAD SHX Text

NEW EQUALIZATION TANK

AutoCAD SHX Text

NEW PUMP STATION

AutoCAD SHX Text

WEST RESTROOM BUILDING

AutoCAD SHX Text

1. VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES AND STRUCTURES PRIOR TO STARTING CONSTRUCTION. 2. INSTALL SANITARY SEWER FORCE MAIN WITH A MINIMUM OF 5.5 INSTALL SANITARY SEWER FORCE MAIN WITH A MINIMUM OF 5.5 FEET OF COVER. 3. PROVIDE A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL PROVIDE A MINIMUM OF EIGHTEEN (18) INCHES OF VERTICAL SEPARATION BETWEEN THE SANITARY SEWER AND OTHER UTILITIES. 4. ALL ROAD AND DRIVEWAY CROSSINGS TO BE DIRECTIONALLY ALL ROAD AND DRIVEWAY CROSSINGS TO BE DIRECTIONALLY DRILLED. DO NOT DISTURB EXISTING PAVEMENT. 5. KEEP THE APPROVED AND/OR MOST CURRENT SET OF KEEP THE APPROVED AND/OR MOST CURRENT SET OF PROJECT DRAWINGS ON SITE AT ALL TIMES. CONTRACTOR TO CONFIRM THEY ARE IN POSSESSION OF THE MOST CURRENT DRAWING FILES. 6. SEE PROCESS SHEETS FOR DRAIN FIELD PIPING DETAILS. SEE PROCESS SHEETS FOR DRAIN FIELD PIPING DETAILS.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SANITATION STATION

AutoCAD SHX Text

NEW EQUALIZATION TANK 42,000 GALLONS (SEE SHEETS S101 AND P103)

AutoCAD SHX Text

DRAIN FIELD, NO. 1 17,750 SQUARE FEET

AutoCAD SHX Text NEW DRAIN FIELD 71,000 SQUARE FEET FINISHED GRADE ELEV. 1014 FT (SEE DETAIL SHEET P302)

AutoCAD SHX Text

EXISTING SEPTIC TANK 1,500 GALLONS

AutoCAD SHX Text

4" PVC @ 2% MIN. SLOPE FROM EXISTING SEPTIC TANKS TO NEW EQUALIZATION TANK

AutoCAD SHX Text

CONTACT STATION

AutoCAD SHX Text

GRAVEL DRIVE (SEE DETAIL SHEET C401)

AutoCAD SHX Text

GRAVEL DRIVE (SEE DETAIL SHEET C401)

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

CLEARING LIMITS

AutoCAD SHX Text

SILT FENCE

AutoCAD SHX Text

EXISTING WATER SURFACE

AutoCAD SHX Text

CLEARING LIMITS

AutoCAD SHX Text

6" FORCE MAIN

AutoCAD SHX Text

MANHOLE-1 (SEE DETAIL SHEET P402)

AutoCAD SHX Text

MANHOLE-2…