Plans 21310_Part1.pdf

PDF 5 MB Posted Dec 15, 2023

Attached to: 511/21310. CAK; GAAF - Gas Fired Micro Turbine Generator
Solicitation number: RFQ - 171 - 240000000115
Issued by: Crawford County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of construction plans for a gas fired micro-turbine generation system project for the State of Michigan Department of Military and Veterans Affairs at the Grayling Army Airfield in Grayling, Michigan. The project includes the installation of a natural gas generator, turbine, and supporting electrical and plumbing infrastructure. The 95% review is scheduled for August 1, 2023 and bids and construction are due September 27, 2023. The project site is located in Crawford County.

The plans provide details on the generator pad, site utilities including plumbing and electrical, and site grading and drainage. The total disturbed area for the project is 0.56 acres. There are no set-asides or incumbent contractors identified. Funding information is not provided, but the project is part of the Energy Resilience and Conservation Investment Program (ERCIP). Pricing terms, contract renewal options, and other commercial details are not included in the construction documents.

View the file

Other files

File	Type	Posted
071-040-C-001.pdf	PDF	Dec 15, 2023
Advertisement 21310.pdf	PDF	Dec 15, 2023
Meeting Attendance Dec 11 2023 - 1-29â¿¯PM Pre-Bid Mtg - 21310.pdf	PDF	Dec 15, 2023
071-144-E-503.pdf	PDF	Dec 15, 2023
071-142-ES-103.pdf	PDF	Dec 15, 2023
_2023-12-15 Camp Grayling ERCIP Addendum 1 Write Up.pdf	PDF	Dec 15, 2023
_ Camp Grayling ERCIP spec - add 1_Part2.pdf	PDF	Dec 15, 2023
MichSpec Specifications 21310.pdf	PDF	Dec 15, 2023
Plans 21310_Part2.pdf	PDF	Dec 15, 2023
_ Camp Grayling ERCIP spec - add 1_Part1.pdf	PDF	Dec 15, 2023

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E O

F M

A N

D C

O N

U C

N D

O -T

U R

E G

N S

M (E

R C

O F

D V

G R

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A R

M Y

G R

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, M

D S

O N

U C

/2 7/

G -0

DEVELOPMENT REFERENCE:

OWNER/ DMVA CAMP GRAYLING

DEVELOPER: 3423 N. MARTIN LUTHER KING JR. BLVD.

APPLICANT LANSING, MI 48906

CIVIL ENGINEER: PARADIGM DESIGN

415 LEONARD ST., SUITE 200

GRAND RAPIDS, MI 49504

(616) 785-5656

SURVEYOR: SIMMER LAND SURVEYING

404 W. MESICK AVE.

MESICK, MI 49668

(231) 429-4914

PLUMBING AND

ELECTRICAL

ENGINEER:

GAS FIRED MICRO-TURBINE GENERATION SYSTEM (ERCIP)

DEPARTMENT OF MILITARY AND VETERANS AFFAIRS

GRAYLING ARMY AIRFIELD

GRAYLING, MICHIGAN 49738NOT TO SCALE

VICINITY MAP

CRAWFORD

COUNTY

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE

RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO

PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER

ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR

STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL

POTHOLE ALL EXISTING UTILITIES TO VERIFY THE LOCATION AND ANY DISCREPANCY

BETWEEN THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER.

I-7

HWY-72

GRAYLING

GRAYLING AAF

HWY-93

PROJECT LOCATION

Sheet List Table Sheet Number Sheet Title

G-001 COVER SHEET

C-001 OVERALL SITE PLAN - DETAILS

C-100 GENERATOR PAD SITE PLAN

MATRIX ENGINEERING

1601 E. CÉSAR E. CHÁVEZ AVE

LANSING, MI 48906

(517) 487-2511

P-001 PLUMBING SYMBOLS, NOTES AND

ABBREVATIONS

PS-101 SITE PLAN - PLUMBING DEMOLITION

PS-102 SITE PLAN - PLUMBING NEW

P-401 ENLARGED SITE PLAN PLUMBING

DEMOLITION

E-001 SYMBOLS, NOTES, ABBREVIATIONS AND

SCHEDULES

ES-102 ELECTRICAL SITE PLAN POWER DEMO

ES-103 ELECTRICAL SITE PLAN POWER NEW

E-501 MEDIUM VOLTAGE SYSTEM

ONE LINE DIAGRAM - DEMO

E-502

E-503

GENERATOR DETAILS AND

SPECIFICATIONS

E-601

P-402 ENLARGED SITE PLAN PLUMBING

DEMOLITION

C-500 SITE DETAILS

E-504

MEDIUM VOLTAGE SYSTEM

ONE LINE DIAGRAM - DEMO

MEDIUM VOLTAGE SYSTEM

ONE LINE DIAGRAM - NEW

MEDIUM VOLTAGE SYSTEM

ONE LINE DIAGRAM - NEW

SB#1

O H

-E

OH-E

1143.898

1144.318

1145.710

O H

-E

WTR

W V

2291.980

WATER VALVE

2291.245

WATER STOP BOX

BLDG 1130

C O

G M

C O

G G

TREELINE

FUTURE

BUILDING #1138

FUTURE

BUILDING #1148

FUTURE

BUILDING #1146

FUTURE

BUILDING #1144

FUTURE

BUILDING

#1134

FUTURE

BUILDING

#1130

ADDITION

G M

FIB

G M

FIB

C O

UG-T

U G

-T U

G -T

U G

-T

UG-E

-T

UG-T

UG-E

U G

-E

ATO

LEECHING BASIN

EYEW

ASH TOW

UG-E

U G

-T U

G -T

UG-E

U G

-E

UG-E

U G

-E

UG-E

FIBER

UG-E

UG-T

UG-E

U G

-T

U G

-E

U G

-E U

G -E

UG-E

U G

-E

UG-EUG-E

UG-E

U G

-E

UG-EUG-E

UG-E

U G

-E

UG-E UG-E

U G

-E

UG-EUG-E

UG-E

U G

-E

U G

-E

UG-E

U G

-E U

G -E

UG-E

U G

-E U

G -E

U G

-E

UG-E

U G

-E

UG-E

UG-E UG-E

U G

-E U

G -E

OH-EOH-EOH-E

U G

-E

UG-E

U G

-E U

G -E

UG-E

U G

-E U

G -E

U G

-E

UG-E

-E

U G

-E U

G -E

WTR

U G

-T U

G -T

U G

-T

UG-T UG-T

UNDER

GROUND

LPTANK

UG-E

-E

UG-E

FIBER

UG-E

U G

-E U

G -E

UG-E

U G

-E U

G -E

U G

-E U

G -E

UG-E

FIBER

UG-T

U G

-T

UG-E

FIBERFI

FIBER

UG-T

UG-E

U G

-E

UG-E

U G

-E

UG-E

U G

-E

U G

-T

UG-T

U G

-E U

G -E

U G

-T

UG-E

G V8273

1150.29

GASREGULATOR

G V8275

1146.85

GASREGULATOR

T 8027 1144.31

TEL. PED.

T 8101 1146.03

TEL. PED.

1146.59

SIRENPOLE

G V8218

1147.98

GASREGULATOR

1147.43

BEG CONDUIT

1146.88

END CONDUIT

1146.91

BEG CONDUIT

1147.45

END CONDUIT

G V8256

1147.99

GASTESTSTATION

T 4181 1146.94

TEL. PED.

G V8285

1151.41

GASREGULATOR

T 4199 1151.72

TEL. PED.

1146.03

HYDRANT

G V8310

1145.79

GASTESTSTATION

G V8328

1151.55

GASTESTSTATION

G V8418

1148.51

GASTESTSTATION

G V8503

1150.84

GASREGULATOR

G V8512

1148.14

GASREGULATOR

G V8551

1151.17

GASREGULATOR

G V8561

1150.65

GASREGULATOR

G V4471

1150.94

GASREGULATOR

G V8597

1151.65

GASREGULATOR

1151.44

BEG CONDUIT

G V8627

1153.22

GASREGULATOR

1153.38

END CONDUIT

1153.38

END CONDUIT

T 4554 1149.19

TEL. PED.

T 4555 1148.99

TEL. PED.

1153.31

BEG CONDUIT

1152.96

END CONDUIT

1151.51

END CONDUIT

1151.51

END CONDUIT

G V8664

1151.47

GASREGULATOR

G V8667

1152.61

GASREGULATOR

1152.38

END CONDUIT

1152.38

END CONDUIT

1150.29

END CONDUIT

1152.31

BEG CONDUIT

1152.66

END CONDUIT

T 8702 1152.56

TEL. PED.T 8704

1152.27

TEL. PED.

T 8705 1152.03

TEL. PED.

T8706 1152.07

TEL. PED.

1152.79

GATEOPENER

G V8727

1152.82

GASREGULATOR8730

1153.08

GATEOPENER

1152.72

GATELATCH

G V8737

1151.75

GASREGULATOR

1151.88

BEG CONDUIT

1151.60

BEG CONDUIT

1151.52

END CONDUIT

T 8770 1152.01

TEL. PED.

T 8785 1149.27

TEL. PED.

T 8786 1149.24

TEL. PED.

G V8790

1149.80

GASTESTSTATION

T 8797 1145.13

TEL. PED.

T 8799 1145.27

TEL. PED.

G V8801

1141.99

GASTESTSTATION

G V8806

1142.95

GASTESTSTATION

T 4733 1151.29

TEL. PED.

T 8841 1148.10

TEL. PED.

T 8844 1146.30

TEL. PED.

T 8846 1143.75

TEL. PED.

T 1152.00

TEL. PED.

G V8848

1140.79

GASTESTSTATION

T 4770 1153.61

TEL. PED.

T 4776 1152.33

TEL. PED.

T 4777 1152.33

TEL. PED.

T 4778 1152.36

TEL. PED.T 4779

1151.59

TEL. PED.

T 4788 1148.65

TEL. PED.

T 4793 1147.39

TEL. PED.

T G M

XFMR

1157.89

GASREGULATOR8930

1158.02

END CONDUIT

F 4861 1147.58

FPED

T 9030 1147.12

TEL. PED.

1156.15

END CONDUIT

1155.60

END CONDUIT

1156.17

END CONDUIT

1156.12

BEG CONDUIT

1156.12

BEG CONDUIT

1156.40

BEG CONDUIT

F 4970 1151.91

FMH

F 4978 1151.96

FMH

F 4979 1152.37

FMH

F 4980 1151.55

FMH

T 9096 1157.99

TEL. PED.

T 9137 1156.28

TEL. PED.

1155.75

BEG CONDUIT

1155.77

END CONDUIT

F 9201 1152.16

FMH

F 9229 1151.54

FMH

F 9243 1151.87

FMH

F 9251 1151.91

FMH

F 9263 1151.71

FMH

F 9264 1152.96

FMH

TEL 6437

1148.41

COMMHH

TEL 6441

1148.28

COMMHH

TEL 6443

1150.82

COMMHH

TEL 6453

1146.21

COMMHH

W 6475 1146.18

WATER MANHOLE

W V6476

1146.22

WATER VALVE

TEL 6482

1148.33

COMMHH

T 6499 1150.84

TEL. PED.

T 6515 1149.89

COMMHH

TEL 6521

1151.28

COMMHH

TEL

ELE

ABANDONED

ABANDONDED

UNDERGROUND FUEL TANK

ABANDONED FIBER OPTIC

ABANDONED

FIBER OPTIC

SIREN POLE

3 - GATE

OPENER

A/C UNITS

COMPACTOR

HVAC

20004 0.00

SO20005

0.00

T 20009 1147.81

ATTMH

T 20010 1147.72

T T

T 20067 1146.95

SN SN

T 20093 1147.54

ATTMH

T 20094 1147.54

T 20202 1151.19

T 20203 1151.13

ATTMH

T 20204 1151.20

ATTMH

T 20214 1151.55

T 20225 1148.33

ATTMH

20281 1150.25

4OS

20299 1151.22

4OS

20300 1151.52

4OS

20282 1150.06

4OS

20280 1150.17

4OS

20283 1149.98

4OS

20298 1151.23

4OS

20301 1151.37

4OS

ANNTENA

A/C

UNITS

A/C UNITS

CONTROL

TOW

EX 6" WATER

G G

MONITORING W

ELL

MONITORING W

ELL

MONITORING W

ELL

MONITORING W

ELL

M O

ITO

G W

ELL

MONITORING W

ELL

MONITORING W

ELL

MONITORING W

ELL

MONITORING W

ELL

MONITORING W

ELL

MONITORING W

ELL

MONITORING W

ELL

TR W

WTR

SAN

EXISTING BUILDING

#1178

EXISTING BUILDING

#1182

EXISTING

BUILDING

#1174

EXISTING

BUILDING

#1194

EXISTING BUILDING

#1195

EXISTING BUILDING

#1188

EXISTING BUILDING

#1186

EXISTING BUILDING

#1184

EX BLDG

#1160

EXISTING

BUILDING

#1173

WTR

WTR WTR

WTR

SAN

EXISTING

BUILDING

#1164

G G G G

WTR

C O

1145.92

CLEANOUT

C O

1151.93

CLEANOUT

C O

1146.84

CLEANOUT

1151.56

HYDRANT

1151.12

HYDRANT

C O

1149.52

CLEANOUT

1149.80

WATER STOP BOX

1151.00

HYDRANT

1145.25

HYDRANT

1147.37

HYDRANT

1151.28

HYDRANT

1153.21

HYDRANT

W V8314

1147.76

WATER VALVE

C O

1147.68

CLEANOUT

C O

1150.29

CLEANOUT

S 8605 1152.23

C O

1150.67

CLEANOUT

1152.16

HYDRANT

W V4532

1150.05

WATER VALVE

1149.99

WATER STOP BOX

1150.07

HYDRANT

V9161

1152.98

SCBX

V9165

1152.97

SCBXIC

V9166 1152.83

SCBX

V9167

1152.92

SCBX

V9169

1152.90

SCBX

S 9170 1151.09

SAN MH

S 9171 1151.32

SAN MHS 9298

1150.51

SAN MH

C O

1149.54

CLEANOUT

S 9634 1148.93

SAN MH

10462 1150.82

PIPE INVERT 8HDPE"

10463 1150.70

PIPE INVERT 8HDPE"

S 6426 1147.62

SAN MH

S 6427 1152.98

SAN MH

W V6428

1152.35

WATER VALVE

W V6429

1152.18

WATER VALVE

S 6430 1154.59

SAN MH

S 6431 1153.31

SAN MH

S 6432 1151.78

SAN MH

W V6433

1151.66

WATER VALVE

S 6435 1148.66

SAN MH

W V6436

1147.82

WATER VALVE

S 6439 1149.01

SAN MH

W V6440

1148.19

WATER VALVE

C O

1150.92

CLEANOUT

S 6447 1148.33

SAN MH

S 6448 1147.02

SAN MH

S 6449 1146.19

SAN MH

C O

1147.94

CLEANOUT

W V6451

1150.59

WATER VALVE

S 6452 1146.81

SAN MH

1146.44

WATER STOP BOX

C O

1146.54

CLEANOUTC

1146.43

CLEANOUTC

1146.49

CLEANOUTC

1146.29

CLEANOUT

1145.55

PIPE INVERT "

1145.35

PIPE INVERT "

S 6465 1146.43

SAN MH

W V6469

1153.25

WATER VALVE

W 6471 1151.06

WATER MANHOLEW 6472

1151.52

WATER MANHOLE

S 6473 1151.67 san manhole

W 6474 1151.07

WATER MANHOLE

W V6479

1151.85

WATER VALVE W 6480

1150.91

WATER MANHOLE

W 6481 1150.75

WATER MANHOLE

W 6483 1150.83

WATER MANHOLE

W V2

1146.16

WATER VALVE

1145.79

HYDRANT6488

1145.42

WATER STOP BOX S 10464

1145.83

S 10465 1149.02

C O

10467 1146.63

CLEANOUT

S 6489 1148.66

SAN MH

S 6490 1148.67

SAN MH

1147.21

WATER VALVE

S 6492 1145.67

SAN MH

S 6494 1146.59

SAN MH

1151.22

WATER STOP BOX

C O

1152.83

CLEANOUT

W V6502

1150.08

WATER VALVE

W V6503

1151.60

WATER VALVE

1152.06

WATER STOP BOX

C O

1150.40

CLEANOUTC

1151.45

CLEANOUT

W V6519

1145.13

WATER VALVE

C O

1148.63

CLEANOUT

C O

1148.57

CLEANOUT

W 6670 1150.01

WATER MANHOLE

C O

1149.23

CLEANOUTC

1150.09

CLEANOUT

C O

1150.01

CLEANOUT

C O

1150.12

CLEANOUT

S 6692 1150.43

SAN MH

W V10566

1149.49

WATER VALVE

10656 1152.90

WATER STOP BOX

W V10657

1151.29

WATER VALVE

10658 1147.05

WATER STOP BOX

W V10659

1146.38

WATER VALVE

10661 1150.82

WATER STOP BOX

W V10662

1151.21

WATER VALVE

C O

10664 1147.48

CLEANOUT

ABANDONDED WATER MAIN

CORAL SEA AVENUE

BATAAN AVENUE

FLIGHT LAKE ROAD

GUADACANAL

CORREGIDOR AVENUE

S 20129 1154.57

SNMH

S 20130 1152.94

SNMH

S 20228 1146.79

SNMH S 20191

1148.94

SNMH

S 20192 1148.64

SNMH

M W

20205 1150.66

W V20303

1148.59

S 20288 1151.64

SNMH

W V20302

1148.74

C O

20330 1147.97

COBLDG 1130

SHED

BLDG 1131

EXISTING

BUILDING

#1142

EX BLDG #1140

BLDG 1143

EX BLDG #1141

EX BLDG #1150

BLDG 1135

BLDG 1132

EX 8" WATER

EX 6" W

ATER

EX 4" W

ATER

EX 8" WATER

EX 8" W

ATER

EX 6" W

ATER

BUILDING

#1124

2,600'± TO RAIL SPUR

TO BUILDING 1135

W V

1145114

1144 1143

1142 11 4411431144

114511

1146 1147 1148

11501148

1149114

1152114011 451145

1142 11

441144 11 461146

45444647484945

444446

49 4546474849454446474849

E O

F M

A N

D C

O N

U C

N D

O -T

U R

E G

N S

M (E

R C

O F

D V

G R

N G

A R

M Y

N G

, M

D S

O N

U C

/2 7/

C -0

PLAN - OVERALL SITE PLAN

PROPOSED GENERATOR PAD

GUADCANAL

L S

CORREGIDOR AVENUE

FLIGHT LAKE ROAD

LIN

EXISTING BASE ENTRANCEEXISTING SECURITY PERIMETER FENCING

0 30' 60'

EXISTING SECURITY PERIMETER FENCING

5.5

87'

50.14'

20' 35' 32.4'

43.91 CON/EX.

44.00 CON/EX.

OH-E

UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E UG-E

UG-E

1143.898

1144.318

1145.710

OH-EOH-EOH-EOH-E

UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T

UG-T

UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T UG-T

UG-E

UG-EUG-E

UG-E

UG-EUG-EUG-EUG-EUG-E

UG-T UG-T

OH-E

UG-E

UG-EUG-E

STM

R46'

6'6'

10.86'

44.03 CON

44.00 CON

44.03 CON

44.35 CON

43.45 FG/MX

N:495247.13 E:19593425.37

43.78 FG/MX

N:495160.13 E:19593425.37

43.44 FG/MX

N:495247.13

E:19593338.37

43.73 FG/MX

N:495160.13

E:19593338.37

.76

4544 46 47 48 49

4546474849

.5'

22.5'

21'

11' 6.58'

5.1 7' 1.57'

10'

E O

F M

A N

D C

O N

U C

N D

O -T

U R

E G

N S

M (E

R C

O F

D V

G R

N G

A R

M Y

N G

, M

D S

O N

U C

/2 7/

C -1

0 10' 20'PLAN - GENERATOR SITE PLAN

MCNAMARA ROAD

INSTALL FENCING GATE

(SEE SHEET C-500 FOR DETAILS)

NATURAL GAS

GENERATOR

NATURAL

GAS TURBINE

DFSE-4 POSITION W/FIBERGLASS PAD

(REF: ELEC PLANS FOR

SIZE AND DET 6/E-601)

NEW 6 SECTION

PRIMARY SWITCH

W/UTILITY METERING

(REF: ELEC PLANS

FOR SIZE )

PANEL PP-GEN

TRANSFORMER W/FIBERGLASS PAD

(REF: ELEC PLANS

FOR SIZE AND DET 3/E-601)

6' EARTHEN BERM TOP

EARTHEN BERM EXTENTS

C-500

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED HEAVY DUTY CONCRETE

(SHEET C-500 DETAIL 2)

PROPOSED 12" COMPACTED GRAVEL

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED 7' CHAIN LINK FENCE

PROPOSED FLOW DIRECTION

.0'

45.75'

SAWCUT

PAVEMENT SAWCUT

16.5'X22.5' CONCRETE PAD

(REF: ELEC DET 4/E-601)

CONCRETE PAD

SEE DIMENSIONS

(REF: ELEC DET 4/E-601)

11'X13' CONCRETE PAD

(REF" ELEC DET 4/E-601)

PROPOSED CONCRETE

GENERAL NOTES:

REFER TO SECTION 31 1000 OF THE PROJECT MANUAL FOR SITE CLEARING WORK.

REFER TO SECTION 31 2000 OF THE PROJECT MANUAL FOR EARTH MOVING REQUIREMENTS.

REFER TO SECTION 32 1313 OF THE PROJECT MANUAL FOR CONCRETE PAVING REQUIREMENTS.

REFER TO SECTION 32 3113 OF THE PROJECT MANUAL FOR FENCING REQUIREMENTS.

CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL SITE RELATED PERMITS. CONTRACTOR IS

REQUIRED TO COMPLETE THE APPLICATION, AND SUBMIT NECESSARY DRAWINGS, FEES, ETC. TO

THE APPROPRIATE JURISDICTION. CONTRACTOR SHALL PAY ALL FEES RELATED TO PERMIT(S)

AND SECURE PERMIT(S) IN HIS NAME.

ALL MDOT REFERENCES ARE TO THE 2012 EDITION.

GENERAL SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE SOIL EROSION PERMIT FROM THE PROPER GOVERNING

AUTHORITY AT CAMP GRAYLING.

A CONTRACTOR / INSPECTOR SHALL INSPECT THE SOIL EROSION/SEDIMENT CONTROL DEVICES ONCE EACH WEEK AND/OR WITHIN 24 HOURS OF A PRECIPITATION EVENT WHICH RESULTS IN A STORM DISCHARGE FROM THE SITE.

ALL DISTURBED NON-PAVEMENT AREAS MUST BE RESTORED WITH TOPSOIL, SEED, FERTILIZER, AND MULCH UNLESS

SODDED.

ALL SLOPES STEEPER THAN 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S150BN OR EQUAL). ALL SLOPES BETWEEN 1V:4H AND 1V:3H SHALL USE AN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN

DS75 OR EQUAL). UNLESS INDICATED OTHERWISE ON PLANS.

SEEDING SHOULD BE PREPARED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR / INSPECTOR SHALL INSPECT THE AREA AFTER SEEDING IS COMPLETED. AREAS THAT ARE BARE OR NOT MULCHED

PROPERLY WILL NEED TO BE SPOT SEEDED AND/OR RE-MULCHED.

SILT FENCE SHOULD BE TRENCHED IN, BACKFILLED, AND STAPLED OR STAKED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. MAINTENANCE INCLUDES THE REMOVAL OF BUILT-UP SEDIMENT WHEN THE SEDIMENT ACCUMULATES TO 1/3 TO 1/2 THE HEIGHT OF THE FENCE. CONTRACTOR SHALL REMOVE, REPLACE, RETRENCH, OR REBACKFILL THE FENCE IF IT FAILS. CONTRACTOR SHALL REINSTALL IF ANY PORTION OF THE FENCING IS DAMAGED BY CONSTRUCTION

MACHINERY.

SOIL EROSION CONTROL METHODS SHOWN ARE A GUIDELINE AND DO NOT RELIEVE THE CONTRACTOR FROM ADDITIONAL

METHODS THAT MAY BE REQUIRED BY THE SOIL EROSION CONTROL PERMIT.

THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL ACCUMULATED SEDIMENT AND RESTORATION OF THE EXISTING

CATCH BASINS PRIOR TO ACCEPTANCE BY THE OWNER.

THE CONTRACTOR WILL ENGAGE A CERTIFIED STORM WATER OPERATOR IN ACCORDANCE WITH EPA PHASE II RULES TO MEET REQUIREMENTS OF THE PERMIT. THIS OPERATOR WILL INSPECT THE JOB SITE AS REQUIRED BY RULE, NOTIFY JOB SITE SUPERINTENDENT OF ANY DEFICIENCIES, AND ENTER FINDINGS IN THE JOB SITE INSPECTION JOB BOOK.

TOTAL DISTURBED AREA = 0.56 ACRES.

NPDES PERMIT NOT REQUIRED SINCE DISTURBANCE IS LESS THAN 5 ACRES.

SITE NOTES:

ALL MATERIAL THAT IS NOT SUITABLE AS BACKFILL AND MATERIALS THAT ARE EXCESS SHALL BE

REMOVED FROM THE WORK LOCATION AND STOCKPILED ON THE PROPERTY AT A REMOTE

LOCATION AS DIRECTED BY OWNER.

ALL AREAS OF UNDERGROUND DEMOLITION SHALL BE BACKFILLED. BACKFILLING SHALL

PROMPTLY FOLLOW UNDERGROUND DEMOLITION OR REMOVAL WORK AND SHALL CONTINUE AS

THE DEMOLITION PROGRESSES.

CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL NECESSARY

DEMOLITION PERMITS AND PAYING FOR ANY ASSOCIATED PERMIT FEES.

NOTIFY ARCHITECT/ENGINEER OF ANY OTHER UNDERGROUND MATERIALS OR EQUIPMENT

ENCOUNTERED DURING EXCAVATION NOT SPECIFICALLY NOTED ON THE DRAWING(S).

2:12:1

EX GRADE

PROPOSED

GEN PAD

4:1

FENCE

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C -5

CENTER OF BRACKETS APPROX. 4' APART

NOT TO SCALE

ROLLING GATE

BRACKET DETAIL6

WEAVE 1" X 1/8" X 1'-4" STOCK THROUGH FENCING.

WELD 1" X 1/8" X 2" STOCK TO THE 1'-4" LONG STOCK AT

4" FROM EACH END LAST WELD 2" LONG STOCK TO FRAME

(SAME FOR TOP AND BOTTOM)

4" O.D. GATE POST

CANTILEVER ROLLER ASSEMBLY

2" O.D. GATE FRAME MEMBER

WELDED CONSTRUCTION

2" O.D. POST

3" 5"

1'-4"

NOT TO SCALE

ROLLING GATE ARM DETAIL5

END/CORNER POST

INTERMEDIATE POST LINE POST

NOT TO SCALE

INTERMEDIATE,

END / CORNER & LINE POST DETAIL4

1 5/8" O.D. BRACING

(@ ENDS, CORNERS & GATES)

CHAIN LINK FENCE, 9 GAUGE 6'-0" HIGH, 2"

MESH ALUMINUM-COATED

(ALUMINUMIZED) STEEL FABRIC WITH

BARBED TWIST SELVAGE - TOP & BOTTOM

3/8"Ø ROD & TURNBUCKLE

GALVANIZED 2-3/8" O.D. LINE POST W/ CAP

GALVANIZED 2-7/8" O.D. CORNER POST

(A CORNER IS DEFINED AS ANY TURN

IN DIRECTION OF 30° OR MORE)

CONCRETE

FOOTING

CONCRETE FOOTING

7 GAUGE TOP &

BOTTOM

TENSION WIRE

3'- 6"

1"-0"

3'- 0"

10'-0" C TO C

MAXIMUM

CLEARANCE

COVER GATE ANTI-CRAWL

ASSEMBLY WITH FENCE FABRIC

GROUND GRADE

NOT TO SCALE

BERM SECTION1 NOT TO SCALE

CONCRETE

PAVEMENT SECTION2

1 1 /2"

GRANULAR FILL OR

SUITABLE SUBGRADE

12" COMPACTED CLASS 2

SAND SUB-BASE

6" THICK CONCRETE PAVEMENT

6 X 6 - W1.4 X W1.4 WWM

GRADE

DRIVE

INTERMEDIATE POST

INSTALL NEW

LINE POST

INSTALL NEW

CANTILEVER ROLLER ASSEMBLIES 2-1/2" X4"Ø

ROLLERS - ANCHOR TO POSTS W/ 2 EA U-BOLTS

2" POSTS FOR ANTI-CLIMB WELD TO FRAME.

(SEE GATE ARM DETAIL, THIS SHEET)

INSTALL NEW 7'-0" CHAIN LINK ROLLING

GATE WITH 1' ANTI-CLIMB WITH 3 SETS

OF DOUBLE STRAND BARBED WIRE

COVER GATE ASSEMBLY

WITH FENCE FABRIC

2" X 2" X 1/4" GUSSETS - WELD IN EACH CORNER

GATE STOP [ 6 X 8.2# X 2'-0" LONG - EXPOSE 4" A.G.

CONCRETE FOOTING

GALVANIZED 2-3/8" O.D. LINE POST

7' CHAIN LINK FENCE, 9 GAUGE, 2" MESH GALVANIZED

WITH BARBED TWIST SELVAGE - TOP & BOTTOM

W/ 7 GAUGE BOTTOM TENSION WIRE

3/8"Ø ROD & TURNBUCKLE

(@ CORNERS, ENDS & GATES)

FABRICATE AND INSTALL BRACING FOR FABRIC ON GATE

(SEE BRACKET DETAIL, THIS SHEET)

PROVIDE 1 5/8" O.D. BRACING

@ ENDS, CORNERS & GATES

CONCRETE FOOTING

2" O.D. PIPE FRAME MEMBERS

1-1/2" O.D.

PIPE BRACES

(DIAGONAL)

2" O.D. PIPE FRAME

MEMBERS

4" O.D. PIPE POSTS, CAP TOP WITH

STEEL PLATE OR CONCRETE

CONCRETE FOOTING

INSTALL NEW

INTERMEDIATE POST

INSTALL NEW

LINE POST

23'-0" GATE ARM

8'-0" 8'-0" 7'-0"

12"

2'-0"2'-0"

9'-0"

2'-0"

6'- 0"

'-0

4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 3'-0" 7'- 0"

'-6

10'-0" C TO C

EQUAL EQUAL

38'-0"

35'-0" CONC. DRIVE

NOT TO SCALE

35 FT ROLLING GATE ASSEMBLY3

PLUMBING ABBREVIATIONS

PLUMBING SYMBOLS LEGEND

PLUMBING PIPING PLUMBING EQUIPMENT

1. ALL PLUMBING WORK SHALL CONFORM TO MICHIGAN

PLUMBING CODE, LATEST APPLICABLE EDITION.

2. INSTALL ALL EQUIPMENT, MATERIALS, AND

ACCESSORIES PER MANUFACTURERS WRITTEN

INSTRUCTIONS.

3. ALL PIPE SIZES SHOWN ARE SERVICE SIZE. SIZE

SLEEVES FOR 1" CLEAR SPACE BETWEEN PIPE AND

SLEEVE FOR INSTALLATION OF MECHANICAL SEAL.

4. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING

UNDERGROUND UTILITIES BEFORE BEGINNING WORK.

5. CONTRACTOR SHALL DEMOLISH & REMOVE EXISTING

PIPING, FITTINGS, & EQUIPMENT AS REQUIRED FOR NEW

INSTALLATIONS. VALVE & CAP PIPING TO REMAIN.

6. FIELD VERIFY LOCATIONS OF EXISTING PIPING THAT MAY

CONFLICT WITH NEW CONSTRUCTION AND RELOCATE

AS NEEDED.

7. NOTIFY OWNER OF ANY PIPING DEMOLITION THAT MAY

AFFECT NORMAL OPERATION OF OTHER AREAS.

8. MECHANICAL SEALS REQUIRED FOR BELOW GRADE

WALL PENETRATIONS.

9. THE CONTRACTOR SHALL FIELD VERIFY THE SIZES,

LOCATION, ELEVATIONS, AND DETAILS OF ALL EXISTING

CONDITIONS THAT MAY AFFECT THE WORK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

MAINTAINING THE INTEGRITY OF ALL EQUIPMENT AND

MATERIALS IN A "NEW" CONDITION DURING

CONSTRUCTION.

11. ALL WORK SHALL BE PERFORMED BY LICENSED

CONTRACTORS AND SUBCONTRACTORS AS REQUIRED

BY LAW.

12. DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE

WITH THE CODES AND REGULATIONS ENFORCED BY

LOCAL BUILDING OFFICIALS.

13. IF THERE IS CONFLICTING INFORMATION IN THE PLANS

OR SPECIFICATIONS THE MORE STRINGENT AND

GREATER COST ITEM SHALL BE USED.

14. DRAWINGS INDICATE REQUIRED SIZES AND POINTS OF

TERMINATION OF PIPES AND SUGGESTED ROUTES. IT IS

NOT INTENTION OF DRAWINGS TO INDICATE ALL

NECESSARY OFFSETS. INSTALL WORK IN MANNER TO

CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS,

PRESERVE HEADROOM AND KEEP OPENINGS AND

PASSAGEWAYS CLEAR. DO NOT SCALE FROM

DRAWINGS.

15. ANY INFORMATION FOUND ON THE DRAWINGS AND NOT

IN THE SPECIFICATIONS, OR FOUND IN SPECIFICATIONS

AND NOT IN THE DRAWINGS, SHALL BE CONSTRUED AS

TO BE INCLUDED IN BOTH THE SPECIFICATIONS AND THE

DRAWINGS. ANY CONFLICT BETWEEN THE PLANS AND

THE SPECIFICATIONS WILL BE INTERPRETED BY THE

ARCHITECT. IN THE EVENT OF CONFLICT, FOR THE

PURPOSE OF BIDDING, THE CONTRACTOR SHALL

PRESUME THE MOST EXPENSIVE COMBINATION OF

QUALITY AND QUANTITY OF WORK SHALL PREVAIL.

16. ABUSE OF THE REQUEST FOR INFORMATION (RFI)

PROCESS WILL NOT BE TOLERATED. RFI'S REQUESTING

INFORMATION ALREADY CONTAINED IN THE DESIGN

DOCUMENTS, INVOLVING MEANS AND METHODS OF

CONSTRUCTION, COORDINATION OF WORK BETWEEN

TRADES, OR ITEMS NOT PREVIOUSLY AND THOROUGHLY

INVESTIGATED AND RESEARCHED BY THE GENERAL

CONTRACTOR WILL BE RETURNED UNANSWERED TO

THE GENERAL CONTRACTOR. ALLOW TWO WEEKS FOR

RFI RESPONSES FROM THE DESIGN TEAM.

GENERAL PLUMBING NOTES

MISCELLANEOUS NOTES

PLUMBING VALVES

POINT OF CONNECTION BETWEEN NEW AND

EXISTING

POINT OF EXISTING TO REMAIN AND EXISTING

TO BE REMOVED

INDICATES PLAN NOTE

INDICATES DEMOLITION NOTE

DETAIL BUBBLE

DETAIL NUMBER

PAGE LOCATION INDICATES

DIRECTION OF DETAIL SECTION

AD AREA DRAIN

ASR AUTOMATIC SPRINKLER RISER

BFS BELOW FLOOR SLAB

BWV BACK WATER VALVE

CB CATCH BASIN

CI CAST IRON

CO CLEAN OUT

CV CONTROL VALVE

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DWH DOMESTIC WATER HEATER

E.T.C. ELECTRICAL TRADES CONTRACTOR

EWC ELECTRIC WATER COOLER

EXIST EXISTING

FD FLOOR DRAIN

FC FINAL CONNECTIONS

FDC FIRE DEPT. CONNECTION

FF FINISH FLOOR

FHV FIRE HOSE VALVE

FT FEET

GAL GALLON

GD GARBAGE DISPOSAL

GI GREASE INTERCEPTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

HB HOSE BIB

HD HEAD (FT)

HP HORSE POWER

ID INSIDE DIAMETER

I.E. INVERT ELEVATION

LAV LAVATORY

LT LAUNDRY TRAY

MA MEDICAL AIR

MAX MAXIMUM

MGC MEDICAL GAS CONSOLE

MH MAN HOLE

MIN MINIMUM

MS MOP SINK

M.T.C. MECHANICAL TRADES CONTRACTOR

NTS NOT TO SCALE

ORD OVERFLOW ROOF DRAIN

OXY OXYGEN

P PUMP

PD PRESSURE DROP

PVC POLY-VINYL-CHLORIDE

RC RAIN CONDUCTOR

RD ROOF DRAIN

RI ROUGH-IN

REQ'D REQUIRED

SAN SANITARY

SHWR SHOWER

SK SINK

SP STAND PIPE

SQ. FT. SQUARE FEET

SS SERVICE SINK

ST STORM

S&W STOP & WASTE

STR STRAINER

SV STACKED VENT

TYP. TYPICAL

UR URINAL

VB VACUUM BREAKER

VS VENT STACK

V.F.D VARIABLE FREQUENCY DRIVE

VTR VENT THRU ROOF

W WASTE

WB WET BULB

WC WATER CLOSET

WH WALL HYDRANT

WS WASTE STACK

W&V WASTE AND VENT

X-CW EXIST. CW PIPING

ITEM

EXISTING

GAS (NATURAL)

DEMOLITION

GATE VALVE

GAS COCK

CHECK VALVE

BALANCE COCK

CIRCUIT SETTER

TWO-WAY CONTROL VALVE

THREE-WAY CONTROL VALVE

GLOBE VALVE

BALL VALVE

GAS PRESSURE REGULATOR

STRAINER (BLOW-OFF)

FLOW DIRECTION

PIPING DROP

PIPING RISE

FLOOR CLEANOUT

INLINE PIPING DROP

INLINE PIPING RISE

PIPING TEE

PIPING ELBOW

INLINE CLEANOUT

PLUMBING TRAP

THERMOMETER

CONNECTION

PUMP

UNION

PIPE ANCHOR

PIPE GUIDE

FLOOR DRAIN & FLOOR SINK

BACK FLOW PREVENTER

FLANGE END CONNECTION

WALL HYDRANT & HOSE BIBB

REGULAR & OVERFLOW ROOF DRAIN

PIPE CAP

PIPE BREAK

WATER METER

GAS METER

PRESSURE GAUGE

PIPING FLEXIBLE CONNECTOR

SIGHT GLASS

PIPE EXPANSION

COMPENSATOR FLOW SENSOR DEVICE

FLOW METER

XXXX

BUILDING NATURAL GAS

SUPPLY DETAIL

SCALE: NTS

GAS SUPPLY

SHUTOFF VALVE

DIRT TRAP

SLAM SHUT REGULATOR

(60 PSI DOWN TO 5 PSI).

INSTALL 10' FROM THE

GENERATOR CONNECTION.

UNION

1/4" GAUGE

COCK

CAP

FLEXIBLE PIPING

NATURAL GAS GENERATOR

FUEL SUPPLY DETAIL

SCALE: NTS

P P

NATURAL GAS

GENERATOR (BY

E.C.)

UNDERGROUND

GAS SUPPLY

SHUTOFF VALVE

DIELECTRIC FITTING

GRADE

UNION

REGULATOR (5PSI DOWN TO 11 IN. WC.)

CONNECT ONTO EXISTING BUILDING

GAS SUPPLY.

PRESSURE GAUGE

REGULATOR (60 PSI DOWN TO 5 PSI)

NOTES:

1. VERIFY GAS SUPPLY REQUIREMENTS

WITH GENERATOR MANUFACTURER

PRIOR TO INSTALLING.

2" FUEL FILTER (BY

MANU.)

CAP

24" (MIN.)

GAS SUPPLY

SHUTOFF VALVE

DIRT TRAP

UNION

1/4" GAUGE

COCK

CAP

FLEXIBLE PIPING

NATURAL GAS TURBINE FUEL

SUPPLY DETAIL

SCALE: NTS

NATURAL GAS

TURBINE (BY

E.C.)

PRESSURE GAUGE

NOTES:

1. VERIFY GAS SUPPLY

REQUIREMENTS WITH TURBINE

MANUFACTURER PRIOR TO

INSTALLING.

REGULATOR (5PSI

DOWN TO 11 IN. WC.)

REGULATOR (60 PSI DOWN TO 5 PSI)

24" (MIN.)

1/4" GAUGE

COCK

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REFER TO SHEET P-401

FOR ENLARGED PLUMBING

SITE PLAN "AREA A"

REFER TO SHEET P-401

FOR ENLARGED PLUMBING

SITE PLAN "AREA B"

E O

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SCALE: 1" = 300'

0 30015050 420 560 750

-1

T T

REFER TO SHEET P-402

FOR ENLARGED PLUMBING

SITE PLAN "AREA A"

REFER TO SHEET P-402

FOR ENLARGED PLUMBING

SITE PLAN "AREA B"

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SCALE: 1" = 300'

0 30015050 420 560 750

-1

071-000-G-001

Sheets and Views

G-001 COVER SHEET

071-040-C-001

Sheets and Views

C-001 OVERALL SITE PLAN - DETAILS

071-040-C-100

Sheets and Views

C-100 GENERATOR PAD SITE PLAN

071-040-C-500

Sheets and Views

C-500 SITE DETAILS

071-110-P-001

File details come from the government source that posted it. Updated Apr 3, 2024.