Plans-Hoeft SP.pdf

ST A TE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

IN CON"'1UNCTION WITH

MICHIGAN DEPARTMENT OF NATURAL RESOURCES

PH HOEFT ST A TE PARK CAMPGROUND ELECTRICAL IMPROVEMENTS

PRESQUE ISLE COUNTY, MICHIGAN

Know what's below.

Cal I before you dig.

FILE NO. 751/13234.GAG - INDEX NO. 53130

~T001

~REF1

~REF2

~C101

~ED 101

~E101 ~E201 ~E202 ~E301 ~E302 ~E303

SHEET INDEX

Title Sheet Water Distribution System Water, Sewer & Gas

PJI Noe/r

:StllUl"alt:

LOCATION MAP

NOT TO SCALE

New Soil Erosion and Sedimentation Control Plan Site Electrical Plan - Demolition Site Electrical Plan - New Electrical Riser Diagram - MDP-A NORTH CAMPGROUND Electrical Riser Diagram - MDP-C & D SOUTH CAMPGROUND Electrical Details Electrical Details Electrical Details c:i z

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-PUMP HOOS£

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DETAIL

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1...P. GAS

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WATER LINE

SEWER LINE

GAS LINE

DRINKING FOUNTAIN

MANHOLE .

FOUNTAIN SERVICE eox

CAST IRON PIPE

GALVANIZED PIPE

WET WELL

VITRIFIED TILE

SELL TILE

FROST FREE HYDRANT

FOR REFERENCE ONLY

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REF2

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

1.) CONSTRUCTION OPERATIONS SHALL BE SCHEDULED AND PERFORMED SO

PREVENTATIVE EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO

EXCAVATION AND TEMPORARY STABILIZATION MEASURES ARE IN PLACE

IMMEDIATELY FOLLOWING BACKFILLING AND/OR GRADING OPERATIONS.

2.) SPECIAL PRECAUTIONS WILL BE TAKEN IN THE USE OF CONSTRUCTION

EQUIPMENT TO PREVENT SITUATIONS THAT PROMOTE EROSION.

THAT

3.) CLEANUP WILL BE DONE IN A MANNER TO INSURE THAT EROSION CONTROL

MEASURES ARE NOT DISTURBED.

4.)

5.)

THE PROJECT WILL CONTINUALLY

SEDIMENT CONTROL COMPLIANCE.

CONTRACTOR WITHIN 24 HOURS.

BE INSPECTED FOR SOIL EROSION AND

DEFICIENCIES WILL BE CORRECTED BY THE

TEMPORARY EROSION CONTROL MEASURES SHALL BE COMPLETELY REMOVED

BY THE CONTRACTOR UPON ESTABLISHMENT OF PERMANENT CONTROL

MEASURES.

6.) COORDINATE WITH OWNER FOR AREAS OF NEW GRASS, LANDSCAPING AND

MULCH DESIGNATIONS.

CONSTRUCTION SEQUENCE

1.) EXCAVATION AND STOCKPILING OF SOIL.

IMPLEMENTATION OF TEMPORARY EROSION CONTROL MEASURES; SELECTIVE

GRADING, DIVERSIONS AS REQUIRED IN FIELD, PROTECTION OF STORM SEWER

FACILITIES.

3.) PERIODIC MAINTENANCE OF AFFECTED EROSION CONTROL MEASURES.

4.) PERMANENT MEASURES; FINAL GRADING, SEEDING AND MULCHING. (SEE

MICHIGAN UNIFIED KEYING SYSTEM FOR EROSION CONTROL KEY NUMBERS)

5.) CONTRACTOR TO PROVIDE A PAVEMENT CLEANING SCHEDULE AND COORDINATE

WITH DNR FOR EXACT LOCATION OF CONSTRUCTION ACTIVITY.

6.) ALL TREES WITHIN THE IMMEDIATE CONSTRUCTION AREA OF WATER MAIN

SHALL BE PROTECTED.

N3

N2

NI

KEYED DETAILS

~ 1 .............................. 1;.NCE) I ..... I F-ILT_rn_s_AN_o_o_ET_Al-NS_R_UN-0-FF_. ------------'

CONSTRUCTION TIME TABLE

SOIL EROSION\SEDIMENTATION CONTROL

OPERATION TIME SCHEDULE

CONSTRUCT! ON SEQUENCE JAN FEB MAR APR MAY JUNE JULY AUG SEPT OCT NOV DEC

STRIP & STOCKPILE

ROUGH GRADE/SEDIMENT CONTROL

TEMP. CONTROL MEASURES

STORM FACILITIES

TEMP. CONSTRUCTION ROADS

FOUNDATION/BLDG. CONSTRUCTION

SITE CONSTRUCTION

PERM. CONTROL MEASURES

FINISH GRADING

LANDSCAPING

SPOILS AND MATERIAL~

STOCK PILE AREA

SEWAGE LIFT

STATION

VAULT

TOILET

Sl2

SPOILS AND MATERIAL

STOCK PILE AREA

127-A

127 129 55-A 55

129-A

131 130 131-A 12 4-A 130-A

33-A 33 SPOILS AND MATERIAL

STOCK PILE AREA

79-A

81- 83- 85-A

81 83

54 N12

50-A

60-A

N11 -----~'lt;7",,.-

LEGEND

-UG- PRIMARY UNDERGROUND

-- UNDERGROUND BRANCH CIRCUITS

@ PULL-THROUGH CAMP SITE

@ BARRIER FREE CAMPSITE

.. TRAFFIC DIRECTION

~ POWER PEDESTAL

c CIRCUIT BREAKER

85 87

NOTE: FOR ALL DISTURBED

LAWN AREAS, ADD

HYDROSEED PER KEYED

NOTE 7, AS NEEDED AND

REQUIRED

TOILET q S13

~1--s-~.___,1 ~~c-fE-~-.. =s_0~_9_1L_E_R_O_S_IO_N_A_N_D_S_E_D_IM_E_N_T_A_T_IO_N_C_O_N_T_R_O_L_P_LA_N

RES.

Ill-A

PUMP HOUSE

TO PIE&G

77-A

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C101 I f--------~

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Call before you dig.

EXISTING-

TRANSFORMER

TO BE REUSED

EXISTING

TRANSFORMER ~

UTILITY V

TO UTILITY ,,___~

EXISTING

PANEL

ISTING

PANEL

c_--1---JL------TO STATION

~-----/ro CIRCUITS

~-~~---TO CIRCUIT

BRANCH #2

3-#4

TOILET

3-/1/0, 3d

BRANCH #l l-#4

~ 44

ENTRANCE RACK #1

3-#1/0

PLAN

SEWAGE LIFT

STATION

3-#2

MINI

CABINS

!:><'] I OUTLET BOX

D 2 OUTLET BOX

• 4 OUTLET BOX

..... ELECTRICAL RACK

DEMOLITION

xxx xxx0

3-#2/0 l-#2/0 l-#2/0

J-#2/0

3-#2/0

106 104

~3h "Y~

EXISTING --~

TRANSFORMER

TO BE REUSED

TO UTILITY 1---~

EITTRANCE RACK fl

MAIN BREAKER

BRANCH #1

BRANCH #2

BRANCH #l

BRANCH #4

TOILET

LIFT STATION

EITTRANCE RACK #2

MAIN BREAKER

BRANCH #1

BRANCH #2

BRANCH #l

TOILET

RESIDENCE

PUMP HOUSE

& GARAGE

EXISTING

TRANSFORMER

UTILITY

400AMP

70AiP 70AiP

I OOAMP

100AMP

ZOOAMP

60AMP, Jd

400AMP

I SOAMP

I 50AMP

I OOAMP

1 OOAMP

I 25AMP

I OOAMP

EXISTING

PANEL

UPP

BRANCH #1

RES.

3-#1/0

GAR.

~---t--~,,_--~v----- T RESIDENTIAL SE

~---+----TO IRCUITS

{l'\EXISTING RISER DIAGRAM ENTRANCE

ED 1 0 1 SCALE: NONE

GENERAL NOTES:

1. CONTRACTOR IS RESPONSIBLE TO TRACE AND

LOCATE ALL UTILITIES, WATER, PRIMARY

POWER, GAS, SEWER, MANHOLES AND TANKS.

2. DISCONNECT AND REMOVE EXISTING CABLES

TO 2' -0" BELOW GRADE. ABANDON THE REST

IN PLACE.

3. REMOVE ALL JUNCTION PEDESTALS WHETHER

SHOWN OR NOT.

WELL PUMP HOUSE

3-#2/0

UE

l TO PIElG

RACK #2

3-#2/0 l-#2/0

KEYED DEMOLITION NOTES:

DISCONNECT AND REMOVE EXISTING POWER FROM

ENTRANCE RACK #2 TO HOUSE. REUSE CONDUIT

TO INSIDE OF HOUSE. RECONNECT TO PANEL.

DISCONNECT AND REMOVE EXISTING POWER

PEDESTAL. REMOVE CABLE TO A MINIMUM or

2' -0" BELOW GRADE. PROVIDE LABELING OF

ABANDONED CABLES AT ALL EXPOSED LOCATIONS

WHEN BEING DISCONNECTED. REMOVE ALL

JUNCTION PEDESTALS AS REQUIRED.

DISCONNECT AND REMOVE FEEDER TO MINI CABIN

FROM SOURCE. CONDUIT TO REMAIN

DISCONNECT EXISTING TOILET BUILDINGS. REUSE

CONDUIT TO OUTSIDE or BUILDING. PROVIDE NEW

CONDUIT AND WIRE TO NEW SERVICE.

DISCONNECT WELL HOUSE FEEDER. INTERCEPT

EXISTING CONDUIT, PROVIDE NEW CONDUIT AND

WIRE TO NEW SERVICE.

DISCONNECT AND REMOVE FEEDER TO LIFT

STATION. REUSE EXISTING CONDUIT ENTERING

CONTROLLER.

DISCONNECT AND REMOVE TWO DISTRIBUTION

PANELS AND ALL ASSOCIATED SUPPORTING

STRUCTURE. REMOVE CONDUIT AND WIRE TO

UTILITY TRANSFORMER. SEE DETAIL 2/ED101.

TRANSFORMER TO REMAIN.

CAMPSITE BEING REMOVED OR ADJUSTED.

DISCONNECT GARAGE FROM WELL HOUSE. REFEED

AS SHOWN ON E101.

EXISTING TRANSFORMER TO REMAIN, REMOVE

PANELS AND DISCONNECT.

GRIND ASPHALT AND REMOVE WITH BASE TO B"MIN

BELOW. PREPARE FOR RELOCATED DRIVE.

RELOCATE TRANSFORMER, ALL OTHER EQUIPMENT

TO BE REMOVED.

REMOVE OLD STONE PADS TO 8" BELOW GRADE

AND REPLACE WITH FILL TYPICAL or THIS REGION

AND SEED THE AREAS UNUSED FOR NEW

CAMPSITE PADS.

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SHEET

ED101

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I

PEDESTAL SCHEDULE

ID RATING DESCRIPTION MANUFACTURER CATALOG NUMBER

XX A 70A

XX AA 70A

XX B lOOA

XX BB lOOA xx c lOOA

SINGLE PEDESTAL, EARTH BURIAL STYLE, MIDWEST

30A AND 20A GFI RECEPTACLE,

120/240V, R32U AND 5-20RGFCI, UL

LISTED, 300MCM LUGS, LOAD AND

NEUTRAL BAR.

ELECTRIC

PRODUCTS

SINGLE PEDESTAL, EARTH BURIAL STYLE, MIDWEST

30A AND 20A GFI RECEPTACLE,

120/240V, R32U AND 5-20RGFCI, UL

LISTED, 350MCM LUGS, LOAD AND

NEUTRAL BAR.

ELECTRIC

PRODUCTS

SINGLE PEDESTAL, EARTH BURIAL STYLE, MIDWEST

SOA, 30A AND 20A GFI RECEPTACLE, ELECTRIC

120/240V, 14-SOR, R32UANDS-20RGFCI, PRODUCTS

UL LISTED, 300MCM LUGS, LOAD AND

NEUTRAL BAR.

SINGLE PEDESTAL, EARTH BURIAL STYLE, MIDWEST

SOA, 30A AND 20A GFI RECEPTACLE, ELECTRIC

120/240V, 14-SOR, R32UANDS-20RGFCI, PRODUCTS

UL LISTED, 350MCM LUGS, LOAD AND

NEUTRAL BAR.

SINGLE PEDESTAL, EARTH BURIAL STYLE, MIDWEST

SOA, 30A AND 20A GFI RECEPTACLE, ELECTRIC

120/240V, 14-SOR, R32UANDS-20RGFCI, PRODUCTS

UL LISTED, 300MCM LUGS, LOAD,

NEUTRAL BAR WATER SHROUD AND

HOSE BIBB.

N2

N1

24-A

50-A

LIFT

#U041CP6010

#U041CP6039

#U075CP6010

#U075CP6039

#U075CP6010-

UWA TER34 -UH90G

SINGLE 30/20

SINGLE 30/20

SINGLE 50/30/20

SINGLE 50/30/20

HOST PEDESTAL

N3

N12

N

N11 60-A

SEWAGE LIFT

STATION

VAULT

TOILET

47-A

47 MC-8

49-A

127-A

55-A 55 127 129-A

65 LEGEND

-UG- PRIMARY UNDERGROUND

UNDERGROUND BRANCH CIRCUITS

® PULL-THROUGH CAMP SITE

® BARRIER FREE CAMPSITE ... TRAFFIC DIRECTION

~ POWER PEDESTAL

c CIRCUIT BREAKER

1 S~TE ELECTR~CAL PLAN

E. 1 SCALE: 1"=60'-0"

S14

S12

SI

TOILC:?

S13

NEW

RES.

PUMP HOUSE

77-A

KEYED NOTES:

<D PROVIDE 60A 2P BREAKER TO MATCH PEDESTAL

FOR THE FEEDER TO THE CABIN. PROVIDE #6THWN

IN CONDUIT W/ GND TO PANEL IN CABIN. PROVIDE

NEW GND ROD AT CABIN.

NEW PAD FOR BARRIER FREE ACCESS OR NEW

SITE RENOVATIONS.

@ NEW TAP BOX FOR UTILITY CONTINUATION.

© REFER TO RISER DIAGRAM.

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I SHEET

E101

EQUIPMENT LIST

TAG DESCRIPTION

DISTRIBUTION PANEL {MOP-A)

800A - 240/120V, U, 3W

N14 N13 () N12 I) (

FA ( 40A-2P

25KA

QD ( 200A-2P

25KA

QD ( 100A-2P

25KA

TVSS

MFG.

SPARE

CATALOG#

TOILET

A

N11

QD ( 125A-2P

25KA

60-A

62-A

64-A

65-A

MDP-A 800A MB (MG STYLE MAIN) I-LINE PANEL f--S_O_-_D_-+H~C=M~3=6=9~1~8~M=P~-H=C=2=8=8_6_W_P---l

NORTH BOARD COPPER BUSSING WITH GROUND HCW8SN-PK32DGTA

1------1

BAR. 72 INCHES MOUNTING SPACE, HNM1 BL-AS NEEDED

120/240 SINGLE PHASE. 3W SYSTEM SOLID HNM4BL -AS NEEDED 1------1 f------+-----------l

NUETRAL SURFACE MOUNTED NEMA 3R (3) QDA22200AB

1------1

ENCLOSURE. 25KAIC (8) QDA22150AB

(1) QDA22125AB

(1) QDA221 OOAB

(1) FA26040AB

FDS- HEAVY DUTY 200A FUSED DISCONNECT SQ-D H224NRB-GTK0610

LIFT SWITCH. 3 PHASE 240V RATED. NEMA 3R. 1-----+----------l

AND U.L LISTED. FUSED AT 1 ODA

TVSS MODULAR TVSS. UL 1449 TYPE 2

A COMPLIANT. 120/240 SINGLE PHASE. 160KA

SURGE RATING PER MODE, ALL MODES

1------1

OF PROTECTION. WIRING

1------ITERMINALS/LUGS. LED. ALARM. COUNTER

AND RELAY. TYPE NEMA4 ENCLOSURE.

1------1STANDARD MOV'S.

LIEBERT 51 O-SA-16-A-N-C-G-1-S

CT-A 1600ACTCABINETFOR UTILITY CURRENT PARK PM-1 000

TRANSFORMERS.

GROUND ROD SPACING

1 O' -0" MIN. (TYPICAL)

METAL

f8 INSULATED STRANDED COPPER

WIRE BURIED 24" MIN. BELOW

GRADE TO FDS-LIFT

#1/0 INSULATED STRANDED COPPER

WIRE BURIED 24" MIN. BELOW

GRADE TO POWER PANEL

3/ 4'x1 o' -o· COPPERWELD -----.._

GROUND ROD BURIED

24' MIN. BELOW GRADE

(TYPICAL)

EXOTHERMIC WELD

(TYPICAL)

#1/0 BARE STRANDED COPPER

WIRE BURIED 24' MIN. BELOW

GRADE (TYPICAL)

3 TRIPLEX GROUNDING ELECTRODE DETAIL

2 Q SCALE: NONE

N10

QD ( 150A-2P

25KA

59-B

61-B

63-B

UTILITY SERVICE

AVAILABLE FAULT CURRENT = 6,609A

65 KA S.C. RMS SYM.

N9

N8 N7

N6 NS

QD ( 150A-2P

25KA

QD ( 150A-2P

25KA

QD ( 150A-2P

25KA

QD ( 150A-2P

25KA

QD ( 200A-2P

25KA

52-B 50-A 40-A 41-B 22-AA

53-A 51-A 38-B 42-A 20-A

54-A 56-A 36-B 43-A 18-A

55-A 58-A 37-A 44-B 16-A

57-A 39-B 45-A 14-A

46-A 12-A

10-A

8-A

6-A

5-A

47-A

SODA BUS

N4

" QD( 150A-2P

25KA

24-A

26-B

28-A

30-A

35-A

75KVA XFMR /f'

(XF-A) \.V

7200V:120/240V, 3-. 3W ....,._,....,._, (SET BY UTILITY CO.)

' f--i'---1. : NEW CT-CABINET I

(2) 3 1/2"C, EA. W/3-600KCMIL

N3

QD ( 150A-2P

25KA

15-B

13-B

11-A

9-A

7-A

MG

SERVICE ENTRANCE(

800A-2P

65KA

N2

N1

150A-2P QO ( 200A-2P QD (

25KA 25KA

21-B 23-BB

19-A 25-A

17-B 22-A

29-A

31-A

32-A

33-A

34-A

ELECTRICAL RISER DIAGRAM MDP-A NORTH CAMPGROUND

SCALE: NONE

TO LIFT STATION

'i'

NORTH

SCALE: NONE

lVSS

CT-A

TO

-=- CAMPSITES

CONCRETE (TYP) " .

1-5/B"x3-1/4" 12 GAUGE

BACK TO BACK STEEL STRUT

HOT DIPPED GALVANIZED {TYP.)

UTILITY METER

LIFT STATION

FDS

1-5/B"x3-1/4" 12 GAUGE

BACK TO BACK STEEL STRUT

{TYP.)

XFMR-A

A ~-) TO UTILITY

CAMPGROUND ELECTRICAL RISER DIAGRAM

SEE DETAIL

THIS SHEET

KEYED NOTES:

r - - , I I

I I FOS-LIFT

I : NEMA 3R

i ;o~~AAND FUSED

I

L - - .J

EXISTING

80A-3P

LIFT

STATION

EXISTING TRANSFORMER. COORDINATE SECONDARY

CONDUIT & CABLE INSTALLATION WITH UTILITY.

UTILITY OWNS EVERYTHING UP TO THE CT CABINET

& METER.

PROVIDE /16 INSULATED GRN. GND. TO METAL

RACK SYSTEM.

REUSE EXISTING CONDUIT ENTERING LIFT STATION.

GENERAL NOTES:

1. ENGRAVED NAMEPLATES (WHITE PHENOLIC WITH

BLACK LETTERS) SHALL BE FURNISHED AND

INSTALLED ON ALL ELECTRICAL EQUIPMENT BY THE

ELECTRICAL CONTRACTOR. LETTER SIZES: 1/4" FOR

All ELECTRICAL EQUIPMENT.

2. PROVIDE PLAQUES TO INDICATE THE PRESENCE OF

MULTIPLE SERVICES AND DISCONNECTING MEANS.

3. PROVIDE MINIMUM OF 36" GROUND COVER ABOVE,

UNDER GROUND CONDUIT INSTALLATIONS.

4. PROVIDE SCHEDULE 40 PVC OR HOPE WITH

SCHEDULE 80 PVC ELBOWS IN ALL BELOW GRADE

CONDUIT INSTALILATIONS. PROVIDE INTERMEDIATE OR

RIGID METAL CONDUIT (IMC, RMC) IN All ABOVE

GRADE EXPOSED LOCATIONS.

5. RESTORE ALL WORK AREAS TO ORIGINAL STATE UPON

COMPLETION OF WORK. SEE SPECIFICATIONS FOR

RESTORATION.

6. PROVIDE BREAKER LUG KITS AS REQUIRED TO

ACCEPT CONDUCTORS NOTED.

7. AFTER FULL INSTALLATION OF PEDESTALS, ALL 30A

AND 20A BREAKERS SHALL BE ALTERNATED ON

PHASES TO NOT HAVE THE 30A RECEPTACLES ALL

ON PHASE A.

MDP-A SUMMARY

59 CAMPSITES

15 25% 50A REC

44 75% 30/20A REC

0 0% 20A REC

50% OF SITES ON TWO SEPARATE LOADS

120/240 SYSTEM SINGLE PHASE

9600 VA FOR 50A REC

3600 VA FOR 30/20A REC

2400 VA FOR 20A REC

DEMAND FACTOR OF: 41% PER NEC

SERVICE 1: MDP-A

59 CIR Nl-Nll

15 50A REC

44 30/20A REC

0 20A REC

144000 VA

158400 VA

0 VA

TOTAL LOAD W/O DEMAND SOA REC

TOTAL LOAD W/O DEMAND 30/20A REC

TOTAL LOAD W/O DEMAND 20A REC

TOTAL AT MAIN BREAKER NO DEMAND

302400 VA 1260 AMPS

TOTAL AT BREAKER WITH DEMAND

123984 VA

THEREFORE 120/240 V

41% DEMAND FACTOR

S17 AMPS SITES

40 AMPS TLTA lOOA BRKR

557 AMPS TOTAL

TOTAL+25%

696 AMPS THEREFORE 800A SERVICE

WIRE SIZE SCHEDULE

A

B c D

E

F

G H

CONDUCTORS

(2) 3-1/2"C EA W/ 3-600KCMIL

(1) 4" CONDUIT WITH PULL STRING FOR UTILITY

(4) 2" C EMPTY TO HAND HOLE

2-1/2" CW/ 3-350KCMIL PLUS 1-#2 GRN. GND.

2-1/2" CW/ 3-250KCMIL PLUS 1-#2 GRN. GND.

2" CW/ 3-#4/0AWG PLUS 1-#2 GRN. GND.

1" CW/ 3-#8 AWG PLUS 1-#8 GREN. GND.

1-1/2" CW/ 4-#3 THWN PLUS 1-#8 GRN. GND

Know what's below.

Call before you dig.

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CHCK'D BY:

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DES'DBY:

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PROJ #: 10--0810--0104 :;J

f--------~ -

SHEET ~

E201 ~ ii:

DISTRIBUTION PANEL (MDP-D)

800A - 240/120V, 1-. 3W

FH ( 40A-2P

65KA

QG ( 100A-2P

65KA

QG ( 1 OOA-2P

65KA

I) S15 S13 I) )

F

TVSS

GARAGE

WIRE SIZE SCHEDULE

CONDUCTORS

A (2) 3-112"C EA WI 3-600KCMIL

B (1) 4" CONDUIT WITH PULL STRING FOR UTILITY

c (4) 2" C EMPTY TO HAND HOLE

D 2-112" C WI 3-350KCMIL PLUS 1-#2 GRN. GND.

E 2-112" C WI 3-250KCMIL PLUS 1-#2 GRN. GND.

F 2" C WI 3-#410AWG PLUS 1-#2 GRN. GND.

G 1" C WI 3-#8 AWG PLUS 1-#8 GREN. GND.

H 1-112" C WI 4-#3 THWN PLUS 1-#8 GRN. GND

EQUIPMENT LIST

TAG DESCRIPllON

MDP-C SOOA MB (MG STYLE MAIN) I-LINE PANEL

SOUTH BOARD COPPER BUSSING WITH GROUND

BAR. 72 INCHES MOUNllNG SPACE, 120/240 SINGLE PHASE. 3W SYSTEM SOLID

NUETRAL. SURFACE MOUNTED NEMA3R

ENCLOSURE. 65KAIC

MDP-D SOOA MB (MG STYLE MAIN) I-LINE PANEL

SOUTH BOARD COPPER BUSSING WITH GROUND

BAR. 72 INCHES MOUNllNG SPACE, 120/240 SINGLE PHASE. 3W SYSTEM SOLID

NUETRAL. SURFACE MOUNTED NEMA3R

ENCLOSURE. 65KAIC

TOILET

B

MFG.

SQ-D

SQ-D

r

Tv'SS MODULAR Tv'SS. UL 1449 TYPE 2 LIEBERT

C-D COMPLIANT. 120/240 SINGLE PHASE. 160KA

SUR GE RAllNG PER MODE. ALL MODES

OF PROTECTION. WIRING

TERMINALS/LUGS. LED. ALARM. COUNTER

AND RELAY. TYPE NEMA 4 ENCLOSURE.

STANDARD MOV'S.

CT-C-D 1000A CT CABINET FOR UTILITY CURRENT PARK

TRANSFORMERS. METAL

QG ( 200A-2P

65KA

QG( 175A-2P

65KA

SB

S7 )

86-BB 96-A

84-B 94-A

82-B 92-A

80-A 90-B

88-A

CATALOG#

H CM36918MP-H C2886\/\/P

HCW8SN-PK32DGTA

HNM1 BL-AS NEEDED

HNM4BL -AS NEEDED

(2) QGA22200AB

(2) QGA22175AB

(2) QGA22150AB

(1) QGA22100AB

(1) FH26040AB

H CM36918MP-H C2886\/\/P

HCW8SN-PK32DGTA

HNM1 BL-AS NEEDED

HNM4BL-AS NEEDED

(2) QGA22200AB

(5) QGA22175AB

(1) QGA22150AB

(2) QGA22100AB

(1) FH26040AB

51 O-SA-16-A-N-C-G-1-S

PM-1000

65 KA S.C. RMS SYM.

QG( 175A-2P

65KA

SS

70-A

69-A

68-A

67-A

66-B

QG ( 175A-2P

65KA

S5

71-A

72-A

73-A

74-A

76-B

UTY TO UTI

EXIST! NG

1)

UTILITY SERVICE

AVAILABLE rAULT CURRENT = 26,042A

100KVA xrM (xr-c)~~

7200V:120/240V, 1-. 3W

{SET BY UTILITY CO.)

NEW METER L'.Q~_-fCT-C

(2) 3 1/2"C, EA. W/3-600KCMIL

SERVICE ENTRANCE(

800A-2P

65KA

MG C:l

NEW METER Q

SEE DETAIL L.::::'.J-----t'

THIS SHEET

(2) 3 1/2"C, EA. W/3-600KCMIL

(2) 3 1/2"C, EA. W/3-600KCMIL

SERVICE ENTRANCE

800A-2P

65KA

MG

DISTRIBUTION PANEL (MDP-C)

800A - 240/120V, 1-. 3W

800A BUS <I> <I> 800A BUS 65 KA S.C. RMS SYM.

QG ( 175A-2P

65KA

QG( 150A-2P

65KA

QG ( 200A-2P

65KA

S4

S3 I)

S2

98-A 97-A 118-AA

100-A 99-A 116-A

102-A 101-A 114-A

75-B 103-A 112-A

78-A 104-A 110-A

77-A 108-B

106-A

105-A

QG ( 175A-2P

65KA

S1 I

117-A

115-A

113-A

111-A

109-8

107-A

I)

QG

200A-2P

65KA

S9

95-AA

93-A

91-A

89-A

87-A

85-A

83-A

81-A

79-A

QG

175A-2P

65KA

S10

120-A

122-A

124-A

126-B

128-B

130-A

131-A

I)

QG

150A-2P

65KA

S11

119-A

121-A

123-A

125-A

127-A

129-B

ELECTRICAL RISER DIAGRAM MDP-D MDP-C SOUTH

SCALE: NONE

1 5/8" 3-1/•" 12 GAUGE ;- ' BACK TO BACK STEEL STRUT

HOT DIPPm GALVANIZm (TYP.}

UTILITY METER~

'"" -m lVSS CT-C MDP-C MDP-0

'"" ~1-5/B•x3-1/4• 11 GAUGE

BACK TO BACK STEEL STRUT

(TYP.) ,...._

I lVSS

<I>

NEW

NEW ~

XFMR-C BY

TAP UTILITY (D BOX

TO

_L TO

' A CAMPSITES . CAMPSITES

" '- -JA1 ' I

•"C W/PUl.lS11llNG ~

. • \_ CONCRETE {T1Pi . . •

TO UTILITY ENCLOSURE t (TAPBOX) [kJ

• DIA.

~ (IYP)

SOUTH CAMPGROUND ELECTRICAL RISER DIAGRAM

SCALE: NONE

3/4"x10'-0" COPPERWELD--.,,, GROUND ROD BURIED

24" MIN. BELOW GRADE

(TYPICAL)

GROUND ROD SPACING

10' -0" MIN. (TYPICAL)

TRIPLEX GROUNDING

SCALE: NONE

#1/0 INSULATED STRANDED COPPER

WIRE BURIED 24" MIN. BELOW

GRADE TO POWER PANELS

EXOTHERMIC WELD

(TYPICAL)

#1/0 BARE STRANDED COPPER

WIRE BURIED 24" MIN. BELOW

GRADE (TYPICAL)

ELECTRODE DETAIL

QG

175A-2P

65KA

S12

1-AA

2-C

3-A

4-A

48-MC-BB

49-A

I)

QG

100A-2P

65KA

S16

WELL

HOUSE

PUMP

CAMPGROUND

) S14 I) I)

QG

200A-2P

65KA

QG

150A-2P

65KA

rH 40A-2P

65KA

HOUSE

RESIDENT

SPARE TVSS

MDP-C AND MDP-D SUMMARY

72 CAMPSITES

14 20% 50A REC

58 80% 30/20A REC

0 0% 20A REC

50% OF SITES ON TWO SEPARATE LOADS

120/240 SYSTEM SINGLE PHASE

9600 VA FOR 50A REC

3600 VA FOR 30/20A REC

2400 VA FOR 20A REC

DEMAND FACTOR OF: 0.41 PER NEC

SERVICE 2: MDP-D

44 CIR Sl-S8

10 20% 50A REC

34 70% 30/20A REC

0 0% 20A REC

96000 VA

122400 VA

OVA

TOTAL LOAD W/O DEMAND 50A REC

TOTAL LOAD W/O DEMAND 30/20A REC

TOTAL LOAD W/O DEMAND 20A REC

TOTAL AT MAIN BREAKER NO DEMAND

218400 VA 910 AMPS

TOTAL AT BREAKER WITH DEMAND

89544 VA 41% DEMAND FACTOR

THEREFORE 120/240 V

373.1 AMPS SITES

40 AMPS TLT

40 AMPS GARAGE

453.1 AMPS TOTAL

TOTAL+25%

566.375 AMPS THEREFORE 800A SERVICE

KEYED NOTES:

TRANSFORMER PAD AND TRANSFORMER BY UTILITY.

PROVIDE #6 INSULATED GRN. GND. TO METAL

RACK SYSTEM.

GENERAL NOTES:

1. ENGRAVED NAMEPLATES (WHITE PHENOLIC WITH

BLACK LETTERS) SHALL BE FURNISHED AND

INSTALLED ON ALL ELICTRICAL EQUIPMENT BY THE

ELECTRICAL CONTRACTOR. LETTER SIZES: 1/4" FOR

ALL ELICTRICAL EQUIPMENT.

2. PROVIDE PLAQUES TO INDICATE THE PRESENCE OF

MULTIPLE SERVICES AND DISCONNECTING f.IEANS.

3. PROVIDE MINIMUM OF 36" GROUND COVER ABOVE

BELOW GRADE CONDUIT INSTALLATIONS.

4. PROVIDE SCHEDULE 40 PVC OR HDPE WITH SCH 80

PVC ELBOWS IN ALL BELOW GRADE CONDUIT

INSTALLATIONS. PROVIDE INTERMEDIATE OR RIGID

METAL CONDUIT (IMC, RMC) IN ALL ABOVE GRADE

EXPOSED LOCATIONS.

5. RESTORE ALL WORK AREAS TO ORIGINAL STATE UPON

COMPLETION OF WORK. SEE SPECIFICATIONS FOR

RESTORATION.

6. PROVIDE BREAKER LUG KITS AS REQUIRED TO

ACCEPT CONDUCTORS NOTED.

7. AFTER FULL INSTALLATION OF PEDESTALS, ALL 30A

AND 20A BREAKERS SHALL BE ALTERNATED ON

PHASES TO NOT HAVE THE 30A RECEPTACLES ALL

ON PHASE A.

SERVICE 3: MDP-C

28CIRS9-12

4 20% 50A REC

24 70% 30/20A REC

0 0% 20A REC

38400 VA

86400 VA

0 VA

TOTAL LOAD W/O DEMAND SOA REC

TOTAL LOAD W/O DEMAND 30/20A REC

TOTAL LOAD W/O DEMAND 20A REC

TOTAL AT MAIN BREAKER NO DEMAND

124800 VA 520 AMPS

TOTAL AT BREAKER WITH DEMAND

56160 VA 45% DEMAND FACTOR

THEREFORE 120/240 V

234 AMPS SITES

100 AMPS WELL

100 AMPS HOUSE

434 AMPS TOTAL

TOTAL+25%

542.5 AMPS THEREFORE 800A SERVICE

Know what's below.

Call before you dig.

c:i z

CHCK'D BY:

JLS

DES"DBY:

PAT

DRAWN BY:

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PROJ #: 1M8111--0104 ::i

"' -SHEET

E202 I

PARKING AREA SHALL BE

DEFINED IN FIELD BY DNR

STAFF.

' . · .. TRAFFIC; FLOW c..,-., .:"'. ·"'-· ~~---;-.

PAD FOR RV

EXTENSION & SITES

AMENITIES

26 -0"

...... i:o· .

.... · 5' MIN.

15' MIN.

NOTE:

CRUSHED LIMESTONE FINES

SURFACE MINIMUM 8"

DEPTH 15' WIDE w I 2'

SHOULDERS

TRAfnc· FL6w .. - ·~~~-1··"-

ASSUMED POSITION OF

ELECTRICAL OUTLET MOUNT

TRAFFIC FLOW

TYPICAL PULL-THROUGH CAMPSITE LAYOUT PLAN

SCALE: NONE

D t~~-=-J

-----5·' -o" TO 7'-o" o' TO 15'-o"

NEW PEDESTAL LOCATION:

O' TO 15' -0" FORWARD OF REAR OF

CAMPSITE AND 5' -o" TO 7'-o" FROl.l THE

LEFT EDGE OF DRIVERS SIDE OF THE

PARKED VEHICLE OR RV. ALL PEDESTAL

LOCATIONS SHALL BE STAKED AND

APPROVED BY THE DNR FIELD ENGINEER OR

HIS REP. PRIOR TO INSTALLATION.

REFLECTIVE VINYL NUMBERS CORRESPOND TO CAMPSITE

BEING SERVED. FOR ALL BACK-IN CAMPSITES, MOUNT

NUMBERS ON PEDESTAL POST BELOW SERVICE COVER

DOOR. NUt.lBERS ARE TO BE VISIBLE FROM ROAD.

EXTEND CONDUIT INTO PEDESTAL POST A MINIMUM OF -~

2-INCHES ABOVE GRADE.

6" MIN.

CAUTION NOTE:

RIGID NON-METALLIC CONDUIT ELBOWS

INSTALLED ON A LONG CONDUIT RUN CAN BE DAMAGED

IN THE PROCESS OF PULLING THE CONDUCTORS, DUE

TO FRICTION AT THE BEND. USE OF METAL ELBOWS IN

COMPLIANCE WITH THE MICHIGAN ELECTRIC CODE MAY

BE A VIABLE SOLUTION.

FROM PREVIOUS PEDESTAL=~

PAD FOR RV

EXTENSION & SITES

A~ENITIES . : .

\3}] .. ····. I

. . ~ .. ····· ·········•· .· .. . or ,,_.,1••

.. " .... ; ... '.: .. "21f~".7-.' ~-·~· ~~--i

. i CT(~_D I· .s·:~s.37a• ..

. .. . ' ' •"'-'='"\.------,-----:-"· --,-----,-. -c=-~· . ~---,-,--,,.I<~. .---'. ,,..J. ' '

· . ts .··.·•· •···. J~a' · .. · .•...

. •. R46' •. NEW

SITE DISTURBANCE TO

BE KEPT TO A MINIMUM

·• . 8" CRUSHED LIMESTONE ·

FINES

R!5'' .. ·· .

.. R2'~o·

. ... " 1· 12' . ·.·.·· ... · . . . ' ·, .. ' •··. . EXISTING ASPHAU DRIVE . '•. . .... t-.,.,---'-".TRAFflG ~LOW'/

L~·· .··· .. • ··~· ··~··• . ·_··.·····~·· > ··~· · .... _____ ..... --4--4--· ...... ~· ... < ... ·~····· . ·~···· ~··· ...... ~ .. " .. _ .. ~ ....... ·. ·~· ..... '-'+---+--.............. --"<----'--: . •~•. •. -~ ....... · ... ~··. ·~· .. ~-.. •· •· ..

36"

24"

EXISTING OR PLANTED

VEGETATION

TYPE A, AA, B, BB & C

PEDESTALS

GRADE

COMPACTED

SOIL

~=TO NEXT PEDESTAL

ELECTRICAL PEDESTAL

50/30/20 c----------.49'------------1 s EYEBROW SITE DETA~L

3 O SCALE: NONE

36"

36" ••

45' SLOPE AWAY

FROM PEDESTAL

6"x6" TREATED

POST

GRADE

CONCRETE

...___ 6" STUD

LAG BOLT (TYP)

PEA STONE

EDGE PROTECTION

(TYP 2)

GENERAL NOTES:

1. CONTRACTOR TO STAKE OUT CAMPSITE FOR

OWNER REVIEW AND APPROVAL.

2. REMOVE AN AVERAGE OF 10 TREES PER NEW

DEVELOPED SITE. (3" AND LARGER) ALL

OTHERS REMOVE AS REQUIRED.

3. B" CRUSH LIMESTONE COMPACTED.

4. ALL DIMENSIONS ARE APPROXIMATE, EACH

SITE IS UNIQUE.

5. PICNIC TABLE AND FIRE RINGS SHALL BE

MOVED FOR PROTECTION. RETURN ITEMS TO

LOCATION PER DNR REPRESENTATIVE.

TYPICAL STANDARD CAMPSITE

2 WITHOUT DEFINED STAND 3 PEDESTAL DETAIL EDGE PROTECTION DETA~ L Know what's below.

Call before you dig. 30 SCALE: NONE SCALE: NONE

30 SCALE: NONE

ci z z 0::

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C>w

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CHCK'O BY:

JLS

DES'O BY:

PAT

DRAWN BY:

BJR ir::

f---------i ,..

PROJ I: t~Bto.-0104 !;!

f---------i -

I SHEET

E301 f-------~

I

30' i------------------37'------------------i

>--------16'----------------16'---------+-5' s' MINiMuM DISTANCE TO

PAVEMENT EDGE

. ' - . ' t. .

,••' ,• 5' MIN,~ FIRE RING

. BARRIER-FREE ·

. FIRE CIRCLE

PICNIC PAD

. . , , I .' .

EDGE PROTECTION (TYP 2)

SEE DETAIL 4/E301.

ELECTRICAL

PEDESTAL

2'6"

VERIFY

IN FIELD

ELEC. OUTLET

ACCESSIBLE

SURFACE

MATERIAL

60' MAX. MEASURED ON SHORTEST SIDE .. -;

4' MIN.~

• c ·. . •. :· .

GENERAL NOTES:

1. CONTRACTOR TO STAKE OUT CAMPSITE FOR

OWNER REVIEW AND APPROVAL.

2. REMOVE AN AVERAGE OF 5 TREES PER NEW

DEVELOPED SITE. (3" AND LARGER) ALL

OTHERS REMOVE AS REQUIRED.

3. 8" CRUSHED LIMESTONE FINES COMPACTED.

4. ALL DIMENSIONS ARE APPROXIMATE, EACH

SITE IS UNIQUE.

5. PICNIC TABLE AND FIRE RINGS SHALL BE

MOVED FOR PROTECTION. RETURN ITEMS TO

LOCATION PER DNR REPRESENTATIVE.

6. SPACE AROUND THE FIRE RING AND PICNIC

TABLE ALL AT LESS THAN TWO PERCENT

GRADE IN ALL DIRECTIONS.

',',I

· · .. •· APPROX. 1560-1600 SQ/FL

,' O' TO 60'

8" DEPTH

CRUSHED

LIMESTONE

FINES

COMPACTED

TYP~CAL BARR~ER-FREE BACK-IN & HOST CAMPSITE PLAN

SCALE: NONE

~-COVER w/PENTA-BOLTS

ENGRAVED "ELECTRIC"

GRADE

HANDHOLE 24"x18"x18"---.._

{VARIES)

EXTENSION 24"x18"x18"---.__

(VARIES)

INCOMING/OUTGOING CONDUIT. ----

SLOPE TO DRAIN INTO BOX.

QUAZITE:

PG STYLE

POLYMER CONCRETE

~~~~~~~~1 1/4" PEA STONE ----------~~~¥f~~~~~~~¥f~~~~~~~¥f~ 'i-...

COMPACTED ""4o:::r~""""~:r<li"7"1~~"""'~T\l<O~<::Ri<::7~~""""':T\9~o:::r=_J

18"

12"

NOTE:

1. SPLICING OF CONDUCTORS IN HANDHOLE IS UNACCEPTABLE.

2. PROVIDE AS REQUIRED FOR LENGTHS OF ELECTRICAL RUNS.

3. FOR EXISTING RUNS, (TOILET A & B, LIFT STATION AND

WELL HOUSE), PROVIDE SMALLER HANDHOLES SIZED FOR CONDUIT

SIZE .

IN-GROUND HANDHOLE

SCALE: NONE

SC-52 STARCON 1-TON X

4-3/4" ANCHOR WI 2-3/8"

DIA_ RECESS FORMERS (2 EA .

TYP. 180° APART)

• • ~:;m;:~~~~~~~~~~~~~~~~~..:·~·~ .. ~~·~-- 30"DIA - 16 GAUGE C .M.P .

• f--- 42" DIA - 16 GAUGE C.M.P.

----FILL WITH CONCRETE

~pmllllllllilllll ... _ (6) 1" x 7112" BOLT

3'-6" DIAMETER

NOTE:

iiillliiiL-'-------4--

ONE 30" DIAMETER RING, 16 GAUGE OR HEAVIER CORRUGATED GALVANIZED STEEL, 18"

HEIGHT SIDES, BOTTOMLESS. THE TOP EDGE SHALL BE ROLLED TO PROVIDE ROUNDED

FLANGE LIP FOR EXTRA STRENGTH. THIS ROLLED EDGE IS TO BE FORMED AND NOT

WELDED .

ONE 42" DIAMETER RING, 16 GAUGE OR HEAVIER CORRUGATED GALVANIZED STEEL, 18"

HEIGHT SIDES, BOTTOMLESS. THE TOP EDGE SHALL BE ROLLED TO PROVIDE A ROUNDED

FLANGE LIP PROVIDING EXTRA STRENGTH. THIS ROLLED EDGE IS TO BE FORMED AND NOT

WELDED.

EACH RING SHALL BE HELD TOGETHER WITH (6) SIX RIVETS EVENLY SPACED AND PLACED

IN THE VALLEY OF THE RIPPLES.

FIRE RING DETAIL

SCALE: NONE

WITH NUT (EVENLY SPACED

AND PLACED IN THE VALLEY

OF THE OUTSIDE RIPPLE TO

MAINTAIN A 6" WIDTH)

Know what's below.

Call before you dig.

0 z

CHCK'D BY:

JLS

DES'DBY:

PAT

DRAWN BY:

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"' w <( w -z e=BJ~R _____ __, ;

PROJ t: t8-0B11Ml104 ~ C----------l i

SHEET ~

E302 ~ iE

LIMITS OF EXCAVATION

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 ARCHEOLOGICAL MATERIALS ARE DEFINED AS: VILLAGE SITES, CAMP SITES,

BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE DR 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.

EXTREME CARE SHOULD BE TAKEN TO AVOID DAMAGE TO TREES INCLUDING SEEDLINGS AND

SAPLINGS. NO DAl.lAGE IS ACCEPTABLE TO EXISTING TREES WITHIN THE PARK (DEFINED AS

BREAKING OF THE BARK, BROKEN TOPS OR BENDING OF TREES FROM THEIR NATURAL

POSITION). ALL TREES INCURRING BARK DAMAGE SHALL BE ADDRESSED BY THE CONTRACTOR

BY REMOVING THE DAMAGED BARK WITH A NEAT, CLEAN CUT TO POINT WHERE THE BARK IS

UNDAMAGED. ALL BROKEN TREE LIMBS SHALL BE NEATLY TRll.lMED AT A BRANCH JOINT OR

AT THE TRUNK OF THE TREE. DAMAGED TREE ROOTS SHALL BE NEATLY TRIMMED PRIOR TO

BACKFILL.

GENERAL CONSTRUCTION NOTES

1. LOCATION OF PEDESTAL, AS SHOWN, IS APPROXIMATE. CONTRACTOR TO WORK WITH

THE STATE PARK STAFF TO COORDINATE AND STAKE EXACT LOCATION AND ORIENTATION

OF PEDESTAL IN EACH CAMPSITE PRIOR TO INSTALLATION. TYPICAL FOR ALL

PEDESTALS.

2. FIRE RINGS TO BE REMOVED FROM THE SITE PRIOR TD CONSTRUCTION AND REPLACED

AT NEW LOCATION AS DIRECTED BY STATE PARK STAFF. TYPICAL FOR ALL SITES WITH

AGGREGATE IMPROVEMENTS.

3. AREAS OF EXISTING AGGREGATE THAT FALL WITHIN THE PROPOSED IMPROVEMENTS MAY

BE REUSED IF ND ORGANICS ARE PRESENT.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THE

PROJECT AREA. ALL DISTURBED GRASS AREAS SHALL BE REPLACED WITH 4" TOPSOIL

(SALVAGED FROM GRADING OPERATIONS, SEED, FERTILIZER AND MULCH).

5. CONTRACTOR TO CLEAR AND GRUB ALL AREAS IN PREPARATION OF INSTALLATION OF

AGGREGATE. PLACE 8" MOOT CRUSHED LIMESTONE FINES (SEE DETAIL THIS SHEET).

GRADE AGGREGATE TO DRAIN TO ADJACENT GRASS AREAS.

UTILITY NOTE

CONTRACTOR TO CONTACT MISS-DIG SYSTEM FOR UTILITY STAKING. ADDITIONAL UTILITIES

INCLUDE PRIVATE UTILITIES OWNED AND OPERATED BY PH HOEFT STATE PARK. THESE

INCLUDE BUT ARE NOT LIMITED TO ELECTRIC, TELEPHONE, GAS, SEPTIC AND DRAIN FIELD,

FORCE MAIN, STORM AND OTHERS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

LOCATE THE EXISTING PRIVATE UTILITIES AND MAINTAIN THE INTEGRITY OF THE EXISTING

UTILITIES. DAMAGE TO THE EXISTING UTILITIES SHALL BE IMMEDIATELY REPORTED TO THE

UTILITY OWNER AND REPAIRED AT CONTRACTOR'S EXPENSE. EXISTING UTILITY PLANS

KNOWN WILL BE REVIEWED AT THE PRE-BID MEETING AND MADE AVAILABLE TO THE

SELECTED CONTRACTOR.

1.

2.

3.

4.

SOIL EROSION AND SEDIMENTATION CONTROL NOTES

ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION

CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION SEDIMENTATION CONTROL -

1994 PA451, PART 91, AS AMMENDED, MCL 324.9101 ET SEQ.).

ALL EARTH CHANGES OF ONE ACRE OR MORE WITHIN 500 FEET OF WATERS OF THE

STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS REQUIRED, THE PROFESSIONAL

SERVICES CONTRACTOR (DESIGN CONSULTANT) SHALL PREPARE AN SESC PLAN. THE

SESC PLAN SHALL ADDRESS BOTH WIND AND WATER EROSION AND SEDIMENTATION.

THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANTS SESC PLAN IN ORDER TO

PREPARE AND ISSUE FOR APPROVAL AN "SESC IMPLEMENTATION PLAN", WHICH

INDICATES THE CONTRACTORS INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE

PROJECT, INCLUDING A SCHEDULE.

THE DTMB SESC PROGRAM UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE

THE CONTRACTOR AN "AUTHORIZATION TO PROCEED WITH EARTH CHANGE", WHICH IS

TO BE POSTED AT THE JOBSITE. THIS DOCUMENT IS ISSUED IN LIEU OF A PERMIT

FROM THE COUNTY OR OTHER LOCAL ENFORCING AGENCY.

5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL

MEASURES AS REQUIRED BY THE PROJECT'S SESC PLAN, SESC IMPLEMENTATION PLAN,

DTMB'S SOIL EROSION AND SEDIMENTATllON CONTROL GUIDEBOOK, DATED FEBRUARY

2005, AND AS DIRECTED BT THE PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC

INSPECTOR, AND /OR DTMB PROJECT DIRECTOR. THE DTMB SESC DIRECTOR SHALL

INSPECT THE SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.

6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL

MEASURES PRIOR TO OR UPON COMMENCEMENT TO THE EARTHWORK ACTIVITIES.

7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE AND SEDIMENT

TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS.

8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE

CONDITIONS.

9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONTRUCTION MUST BE TEMPORARILY

STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST MANAGEMENT

PRACTICES.

10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE

COURSE OF THE PROJECT. RECOl.lMEND INSPECTING AND MAINTAINING EROSION AND

SEDIMENTATION CONTROLS ON A DAILY BASES AT A MINIMUM. THE CONTRACTOR SHALL

INSPECT AND MAINTAIN SESC MEASURES ONCE A WEEK AND AFTER RAIN EVENTS.

11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24

HOURS, IF THE WATERS OF THE STATE ARE BEING 11.lPACTED OR WITHIN 48 HOURS FOR

ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS

SOON AS POSSIBLE BUT NEVER l.lORE THAN {5) DAYS AFTER DETECTION.

12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR

ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE

FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN

TEMPORARY CONTROL MEASURES UNTIL PERMANENT SOIL EROSION CONTROL MEASURES

ARE IN PLACE AND THE AREA IS STABILIZED.

13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER

PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED.

CARE SHALL BE TAKEN DURING REMOVAL TD PREVENT SOIL EROSION AND

SEDIMENTATION.

14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE

MAINTAINED BY THE PROPERTY OWNER.

15. ALL SEED MIXTURES TO BE APPROVED BY MDNR AND ENGINEER AND SHALL MEET

PROJECT SPECIFICATIONS TO AVOID INVASIVE SPECIES.

THE CONTRACTOR IS RESPONSIBLE TO CONTROL DUST IN THE CONSTRUCTION AREA DURING

THE LENGTH OF THE CONTRACT. THE DUST CONTROL SHALL BE ACCOMPLISHED BY THE

APPLICATION OF DUST CONTROL MATERIALS AND METHODS OF APPLICATION WHICH ARE IN

ACCORDANCE WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE MDNR. SUCH DUST

CONTROL MEASURES SHALL BE APPLIED AS OFTEN AS NECESSARY TO CONTROL THE DUST.

ALL MUD/DIRT TRACKED ONTO PAVED STREETS, DRIVEWAYS OR PARKING AREAS SHALL BE

PROMPTLY REMOVED BY THE CONTRACTOR.

DEWATERING OPERATIONS NECESSARY FOR INSTALLATION OF THE UTILITIES WILL BE REQUIRED

TO INCLUDE A FILTER SOCK ON THE DEWATERING DISCHARGE. DEWATERING DISCHARGE

SHALL NOT BE PERMITTED TO FLOW UNFILTERED FROM THE CONSTRUCTION SITE AND SHALL

NOT CAUSE EROSION.

AGGREGATE DRIVE WIDTH {TYP.}

2" CRUSHED LIMESTONE

FINES COMPACTED

(J\lJ,ll£. IJ.~'I.. . • .. . ' • • .• \ D~ 5 \0 ~'J.. ~ -~ .. ;_. ·~·,.._.__· ---"-·-··_·_· --.--'-'·-·..,__; ~: ._·_ •. ·_· ~" ·_·_· ·~·~· _·· ·~·~. ~--.·~-~·· .,...· _.,_. -'c •. _··-' _,._· -·~··~· ~·· _· ·_•._· ·~·"";_·: ~·· ~·

EX. SAND SUBBASE . . ' .,

8" CRUSHED Lll.lESTONE

FINES COMPACTED

TYPICAL AGGREGATE SURFACE CROSS SECTION

SCALE: NONE

NOTE

1. CONTRACTOR TO CLEAR AND GRUB AS NECESSARY FOR PREPARATION OF SAND

SUBBASE.

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