2024.01.30 Muskegon CF Phase 2 Plan Set.pdf

LOCATION MAP

No Scale

MUSKEGON CORRECTIONAL FACILITY - INSIDE SIDEWALK REPAIRS Date Issued: 01/31/2024

Issued for: Phase 500 95%MICHIGAN DEPARTMENT OF CORRECTION/ MUSKEGON CORRECTIONAL FACILITY Review

CODES AND STANDARDS

1.

2.

3.

CONTRACTOR TO COMPLY WITH LATEST CONSTRUCTION CODE.

CONSTRUCTION TO COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS

INCLUDING NFPA 20, NFPA 7b, AND NFPA 70e.

CONSTRUCTION TO APPLY TO OSHA AND MIOSHA CODES AND STANDARDS.

GENERAL NOTES

1.

2.

3.

CONTRACTOR EMPLOYEES SHALL HAVE USE OF THE STATE OF MICHIGAN INDOOR

BATHROOM FACILITIES.

DIMENSIONS SHOWN WERE DETERMINED BY FIELD MEASUREMENTS. ALL BIDDERS SHALL

PROVIDE THEIR OWN MEASUREMENTS AND QUANTITIES, FOR ALL REQUIRED WORK AND

SHALL BE RESPONSIBLE FOR THOSE AMOUNTS FOR A COMPLETE JOB WITH NO ADDITIONAL

COSTS TO THE STATE AFTER AWARD OF THE CONTRACT.

DAMAGE TO PAVEMENT, LAWNS, SHRUBS, TREES, FENCING, BUILDINGS, OR OTHER

STRUCTURES OR SITE APPURTENANCES, THAT RESULT FROM THE EXECUTION OF THIS

PROJECT, SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS/HER EXPENSE.

PRE-CONSTRUCTION PHOTO/VIDEO DOCUMENTATION REQUIRED.

OWNER

SHEET INDEX

535 West William, Suite 101

Planning & Engineering Landscape Architecture

Beckett & Raeder, Inc.

Ann Arbor, MI 48103

663.2622 663.6759 ph fx

Beckett&Raeder RB i

Professional Service Contractor

Cover Sheet C1.0 Existing Conditions C2.0 SESC and DEMO C3.0 Layout and Materials Plan C4.0 Grading and Utilities Plan C5.0 Site Details C5.1 Site Details C6.0 Landscape and Restoration Plan E0.0 Electrical - Notes and Legend E1.1 Electrical - Partial Site Plan - Internal Sidewalks - Electrical Demolition & New Work E3.0 Electrical - Details

IDENTIFICATION

Heather DeKorte

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

DESIGN AND CONSTRUCTION DIVISION

LOCATION

2400 S Sheridan Dr, Muskegon, MI 49442

STATE FACILITIES ADMINISTRATION

State of Michigan Project Director

Consultant

FILE NO: 472/22098.HJD

SITE

Location Maps

NOT TO SCALE

MUSKEGON

Bids Due: 02/28/24 kenlow@bria2.com email Kris Enlow

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US - 31

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E LAKETON AVE

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EVANSTON AVE

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QUARTERLINE RD

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SHERIDAN DR

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S WALKER RD

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S MILL IRON RD

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SHERIDAN DR

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S BROOKS RD

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W SHERMAN BLVD

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S GETTY ST

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TAC ASSOCIATES, LLC

AutoCAD SHX Text 4321 East Camden Road Osseo, MI 49266 Ph. (517) 254-4789 * Fax (517) 254-4886 http://www.tac-associates.com

AutoCAD SHX Text Consulting Engineers

18"

ME 34.95 ME 34.82

35.42

ME 35.60

35.48

35.73

ME 35.48

ME 35. 44

35.73 35.69

35.73

36.64

36.39

36.60

36.35

36.37

36.12

36.20

35.95

35.96

35.71

ME

M35.69 35.61

35.85

35.62

35.37

35.80

35.55

36.10

35.85

36.39

36.06

36.06

ME

ME

ME

33.60

34.40

34.27

34.30

RIM 33.00

35.85/ME

34.75

34.50 35.00

34.60/ 35.10

35.12

34.09/ 34.59

35.30

35.04

ME34.78

35.25

34.50

34.50 34.50 34.60/ 35.10

34.50 34.60

34.75

35.70 35.84

34.09/ 34.59

34.75

34.74

34.60

C1 .0

Know what's below.

before you dig.Call

R

50250 15075

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS

PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF ALL EXISTING

UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF

SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. TREE LOCATIONS ARE APPROXIMATED AND MUST BE CONFIRMED ON SITE.

EXISTING CONDITIONS NOTES

MDM/GPB OF WESTSHORE ENGINEERING & SURVEYING

2534 MUSKEGON, MI 49444

SURVEY PREPARED BY:

BM: FLANGE BOLT UNDER "E" IN EJIW ELEV=635.78

BENCHMARK NOTES

THE NATURAL RESOURCE CONSERVATION SERVICE SOIL SURVEY INDICATES THE SITE IS

COMPRISED OF PlfabB and PpsaaA.

PlfabB - PLAINFIELD SAND, LAKE PLAIN, 0 TO 6 PERCENT SLOPES PpsaaA - PIPESTONE-COVERT-SAUGATUCK SANDS, 0 TO 3 PERCENT SLOPES

SOIL TYPES

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LEGNED

PARCEL #61-24-135-300-0002-00

CITY OF MUSKEGON

N 1/2 OF SW 1/4 SEC 35 T10N R16W, EX N 66 FT & EX W 66 FT THEREOF

LEGAL DESCRIPTION OF PROPERTY

EXISTING GATE

SALLYPORT

HOUSING UNIT 2

HOUSING UNIT 3

HOUSING UNIT 4

HOUSING UNIT 5

VOCATIONAL

BUILDING

FOOD SERVICES

HOUSING UNIT 1

HEALTH CARE

UTILITY POLE,

TYP.

CONTRACTOR SHALL ACCESS THE SITE THROUGH THE SALLYPORT. ASPHALT

PAVEMENTS THROUGHOUT THE FACILITY ARE NEW. THE CONTRACTOR WILL BE

RESPONSIBLE FOR ANY DAMAGE TO THE NEW ASPHALT PAVEMENT CAUSE BY HIS/HER

OPERATIONS.

CONSTRUCTION ACCESS

CONTRACTOR SHALL ACCESS THE SITE

THROUGH THE SALLYPORT. ASPHALT

PAVEMENTS THROUGHOUT THE FACILITY ARE

NEW. THE CONTRACTOR WILL BE RESPONSIBLE

FOR ANY DAMAGE TO THE NEW ASPHALT

PAVEMENT CAUSE BY HIS/HER OPERATIONS.

EXISTING

BASKETBALL

COURT

EXISTING

SIDEWALK

EXISTING

BASKETBALL

COURT

EXISTING TENNIS

COURT

18"

1. THIS PROJECT MUST BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF MICHIGAN NATURAL RESOURCES AND ENVIRONMENTAL PROTECTION ACT 451 OF 1994, AS AMENDED, THE SOIL EROSION AND SEDIMENT

CONTROL ACT.

2. PRIOR TO ANY SITE DISTURBANCE, INCLUDING DEMOLITION, CONTRACTOR SHALL PLACE EROSION CONTROL MEASURES ON ALL EXISTING STORM SEWER STRUCTURES AFFECTED BY WORK IN THIS CONTRACT. SUCH EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE.

3. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED

AND SHOWN ON PLANS.

4. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE

AND LOCAL GOVERNING AUTHORITIES.

5. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL MEASURES. ANY NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.

6. ALL EROSION AND SEDIMENT RESULTING FROM WORK ON SITE SHALL BE CONTAINED ON SITE AND NOT ALLOWED TO COLLECT IN ANY OFF-SITE AREAS OR WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL

AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, RIVERS, OR PONDS.

7. CONTRACTOR SHALL PLACE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED

AND SHOWN ON PLANS.

8. CONTRACTOR SHALL PLACE INLET FILTER PROTECTION ON ALL STORM STRUCTURES AFFECTED BY THIS

PROJECT.

9. ALL TEMPORARY SEDIMENT BASINS USED DURING CONSTRUCTION SHALL BE CLEANED AND ALL SEDIMENT LEGALLY DISPOSED OF PRIOR TO STABILIZATION. REMOVAL OF ALL FINES AND SEDIMENT IS CRITICAL IN AREAS

WHERE INFILTRATION PRACTICES SHALL BECOME PERMANENT BEST MANAGEMENT PRACTICE.

10. CONTRACTOR SHALL CLEAN DEBRIS FROM STREETS ON A DAILY BASIS AS NEEDED. STREETS SHALL BE SWEPT

WEEKLY.

11. CONTRACTOR WILL BE ASSESSED A $500 FINE PER DAY IF SESC MEASURES ARE NOT MAINTAINED.

SESC NOTES

SESC LEGEND

LIMITS OF DISTURBANCE

INLET FILTER

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0 10050 300150

INLET FILTER,

TYP.

1. CONTRACTOR SHALL CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO START OF

CONSTRUCTION.

2. CONTRACTOR SHALL INVESTIGATE EXTENT AND LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR PROTECTION AND RESTORATION OF SAME IF DAMAGED AS A RESULT OF CONTRACTOR'S OPERATIONS.

3. ALL ITEMS NOT INDICATED FOR REMOVAL SHALL REMAIN UNDISTURBED AND PROTECTED. CONTRACTOR SHALL FULLY RESTORE ANY ITEMS/MATERIALS DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST

TO THE OWNER.

4. ALL CONCRETE PAVEMENT AND CURB REMOVALS SHALL BE TO THE NEAREST JOINT BEYOND INDICATED

EXTENT.

5. CONTRACTOR SHALL MAINTAIN CLEAN SAW CUT EDGES FOR PROPOSED WORK TO ABUT. BROKEN EDGES RESULTING FROM CONTRACTOR'S FAILURE TO PROTECT THE EDGE WILL BE SAW CUT BEYOND THE BREAKS

AT THE NEAREST JOINT, AT THE CONTRACTOR'S EXPENSE.

6. ALL REMOVALS SHALL BE SAW CUT FULL DEPTH AND COORDINATED WITH LAYOUT / GRADING PLANS.

7. REMOVALS SHALL INCLUDE SUBSOIL/EXISTING BASE MATERIALS TO FULL DEPTH REQUIRED FOR INSTALLATION OF NEW WORK INCLUDING BASE COURSE. ALL EXCAVATIONS SHALL PROVIDE ADEQUATE SOIL SUPPORT

THROUGH THE USE OF ADEQUATE CUT SLOPES OR STRUCTURAL SHORING.

8. PROJECT AREA IS PARTIALLY IRRIGATED. REMOVE EQUIPMENT AFFECTED BY NEW WORK AND SALVAGE TO

OWNER. CUT, CAP AND RECORD LOCATIONS OF ALL LINES.

9. CONTRACTOR SHALL REPAIR ALL DISTURBED TURF AREAS OUTSIDE OF PROJECT LIMITS DAMAGED DURING

CONSTRUCTION.

10. ALL TOPSOIL AND ORGANIC MATERIAL SHALL BE REMOVED FROM UNDER PROPOSED PAVED AREAS.

11. ALL SPOIL MATERIAL, INCLUDING TOPSOIL, TO BE REMOVED OFF SITE AND DISPOSED IN A LEGAL MANNER.

12. LAWN AND TOPSOIL REMOVALS AROUND EXISTING TREES TO BE PERFORMED WITH EXTREME CARE.

REMOVALS TO BE COMPLETED BY HAND. NO HEAVY EQUIPMENT ALLOWED BENEATH TREE CANOPY.

13. DISCHARGE OF WATER, DUST, OR DEBRIS FROM CONCRETE AND ASPHALT WORK TO STORM OR SANITARY

SYSTEMS IS PROHIBITED.

14. STORM DRAINS MUST BE PROTECTED FROM DUST AND DEBRIS.

15. ANY WATER USED DURING CONCRETE AND ASPHALT WORK (INCLUDING SWEEPING AND SAWCUTTING) MUST BE CONTAINED AND COLLECTED FOR PROPER DISPOSAL. SUGGESTED CONTROLS INCLUDE WET

VACUUM OR ABSORBENTS.

DEMOLITION NOTESDEMOLITION LEGEND

REMOVE EXISTING CONCRETE PAVING

AND BASE

S

P

R

REMOVE EXISTING BITUMINOUS ASPHALT

AND BASE

REMOVE ITEM

PROTECT ITEM

SALVAGE ITEM TO OWNER

A ABANDON ITEM

P LIGHT POLE, TYP.

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RELOCATED ITEMREL

P

CONSTRUCTION SEQUENCE

PERMANENT CONTROL MEASURES

TOPSOIL / SEDIMENT CONTROL

TREE REMOVAL & STUMP GRINDING

TEMPORARY CONTROL MEASURES

FINISH GRADING

SITE CONSTRUCTION

TEMPORARY ACCESS

OPERATION TIME SCHEDULE (2024)

SESC CONSTRUCTION SEQUENCE

SEEDING AND EROSION BLANKETS

APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER

PR FULL DEPTH

ASPHALT WALK, TYP.

R FULL DEPTH

CONCRETE

WALK, TYP.

ADD ALT 2:

REMOVAL OF

ASPHALT AND

BASE

CONTRACTOR SHALL ACCESS THE SITE

THROUGH THE SALLYPORT. ASPHALT

PAVEMENTS THROUGHOUT THE FACILITY ARE

NEW. THE CONTRACTOR WILL BE RESPONSIBLE

FOR ANY DAMAGE TO THE NEW ASPHALT

PAVEMENT CAUSE BY HIS/HER OPERATIONS.

INLET FILTER,

TYP.

INLET FILTER,

TYP.

INLET FILTER,

TYP.

INLET FILTER,

TYP.

INLET FILTER,

TYP.

INLET FILTER,

TYP.

LIGHT POLE

S LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

S LIGHT POLE

REL

REL

REL

REL

REL

REL

REL

REL

10.00'

.0

0'

2.

31.46'

.6

4'

37.09'

.2

8'

18.81'

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5'

7.

R5'

R20'

R20'

R15'

R65'

R55'

R45'

R135'

58.95'

56.61'

R20'

62.47'

R105'

.7

6'

R35'

.7

6'

62.18'

R6'

.2

7'

R104'

9.89'

17.50'

R10'

.1

5'

R6'

R104'

22.19'

40.46'

R23'

53.39'

R16'

29.51'

9.00'

9.00'

5.34'

R10'

R10'

35.58'

52.84'

R35'

12.67'

R15'

8.

5.

R6'

71.64'

84.01'

R15'

35.85'

R15'

R320'

9.52'

R7'

36.00'

35.95'

R10'

R115' R10'

26.02'

.9

7'

4.87'

44.63'

34.15'

R20'

31.55'

R10'

.3

7'

38.55'

R35'

42.48'

62.87' R10'

R10'

55.35'

67.01'

R6'

7.

R24'

7.

28.67'

R12'

89.49'

R20'

R74'

R10'

R55'

R45'

R10'

R74'

39.50'

R91' R10'

.0

6'

15.99'

R10'

13.94'

R90'

R10'

66.03'

54.81'

R10'

R90'

47.31'

R10'

53.37'

R10'

R46'

R20'

R85'

R20'

R200'

R25'

192.18'

R124'

50.53'

R30'

81.66'

54.51'

R20'

R73'

R10'

R15'

R15'

R134'

40.19'

R122'

R10'

R10'

R5' R10'

17.57'

70.98'

R210'

R125'

R10'

R10'

R10'

.1

6'

79.63'

R220'

R15' 66.78'

.9

8'

R7'

R45'

.6

8'

32.16'

26.62'

R5' R10'

R10'

R10'

.7

6'

.1

5'

10.00'

.0

0'

R5'

8.00'

.5

4'

.0

0'

10.00'

10.00'

10.00'

10.00'

10.00'

10.00'

10.00'

10.00'

10.00'

10.00'

.0

0'

.0

0'

10.00'

8.00'

8.00'

10.00'

8.00'

8.00' 8.00'

10.00'

10.00'

10.00'

.0

0'

8.00'

10.00'

10.00'

10.00'

8.00'

10.00'

10.00'

10.00'

10.00'

.0

0'

10.00

.00

R5'

R52'

R10'

R55'

R80'

R95' R45'

57.80'

98.90'

63.00'

.2

4' 7.37'

76.25'

26.78'

R215'

R15'

R115'

R45'

R45'

R210'

R5'

R35'

R7'

R182'

R10'

R225'

.0

2'

17.39'

51.21'

8.00'

.2

5'

62.95'

50.66'

R10'

R10'

.1 1'

18"

.7

3'

R75'

7.92'

7.92'

11.72' 62.99'

.1

1'

R10'

17.26'

.0

0'

R16'

38.26'

52.15'

R192' R96'

16.04'

R96'

13.29'

R65'

R45'

12.71'

R73'

25.05' R5'

3.

R63'

50.46'

R134'

R112'

R50'

18.89'

79.30'

R145'

7.

R55'

36.76'

.4

3'

.1

8'

R105'

R101'

39.50'

R64'

82.19'

96.01'

R5'

150.00'

17.30'

5.02'

50'

R5'

116.75'

R45'

R95'

.3

4'

R310'

R7'

13.00'

R5'

17.30'

10.00'18.00'

24.00'

18.00'

10.00'

N 8455.3247 E 39691.76

N 8319.9077 E 39490.75

N 8436.4172 E 39590.96

N 8391.2175 E 39565.27

N 8480.2251 E 39663.56

N 8532.2710 E 39579.59

N 8538.2953 E 39604.64

N 8499.0810 E 39782.94

N 8678.0427 E 39613.91

N 8596.8784 E 39852.42

N 8541.1042 E 39525.72

N 8335.3144 E 39723.00

N 8347.4641 E 39719.28

N 8446.2057 E 39903.10

N 8258.6047 E 39784.80

N 8272.2169 E 39798.27

N 8415.1622 E 39919.50

N 8428.5801 E 39960.63

N 8337.4760 E 39968.64

N 8355.5912 E 39955.82

N 8463.7388 E 39985.83

N 8499.2851 E 39981.04

N 8521.9067 E 39946.84

N 8378.9381 E 40176.50

N 8416.5997 E 40258.00

N 8199.9648 E 40120.99

N 8310.7696 E 40163.87

N 8245.9226 E 40227.50

N 8312.0773 E 40175.72

N 8449.0725 E 40484.80

N 8475.2556 E 40518.25

N 8429.6292 E 40629.76

N 8486.7631 E 40594.86

N 8530.4343 E 40634.16

N 8524.0473 E 40629.84

N 8616.4691 E 40372.48

N 8700.2817 E 40568.89

N 8703.2789 E 40559.35

N 8590.9918 E 40499.22

N 8693.7499 E 40478.55

N 8786.4133 E 40463.40

N 8777.6655 E 40450.01

N 8758.1324 E 40380.65

N 8768.3069 E 40248.97

N 8880.8640 E 40324.36

N 8814.8563 E 40326.00

N 8764.2657 E 40222.89

N 8805.5982 E 40189.12

N 8707.4731 E 40125.49

N 8772.0751 E 40044.99

N 8769.8929 E 40052.60

N 8580.4241 E 40039.13

N 8745.6904 E 39730.86

N 8667.1361 E 39762.65

N 8613.2888 E 39871.28

N E 4

R5'

N 8718.2363 E 40311.41

N 8631.6726 E 40469.90

137°

122°

78°

68°

43°' 31°'

113°

128°

9°

110°'

111°'

6°

33°

N 8529.4298 E 40049.97

N 8421.7259 E 40017.65

N 8410.0938 E 39632.86

N 8387.6188 E 39678.46

N 8412.0749 E 40009.67

N 8575.5079 E 40472.40

N 8567.5856 E 40489.41

N 8467.9934 E 40610.08

N 8787.7100 E 40342.04

N 8835.9794 E 40312.27

N 8610.3794 E 39973.87

N 8684.9573 E 39785.53

N 8273.0679 E 39934.83

N 8389.1641 E 39860.72

N 8321.8837 E 39814.69

N 8296.8528 E 39810.73

N 8295.5052 E 39930.55

N 8353.7591 E 39915.03

N 8465.3900 E 39848.10

N 8399.3181 E 39578.86

N 8423.1158 E 39618.09

N 8390.3267 E 39692.28

N 8405.4839 E 39733.49

N 8371.2492 E 39717.37

N 8577.4108 E 39884.88

N 8589.1323 E 39958.54

N 8531.1316 E 40080.26

N 8599.4074 E 40143.42

N 8604.4563 E 40164.70

N 8585.6185 E 40180.70

N 8745.5215 E 40230.65

N 8725.3193 E 40193.99

N 8630.0931 E 39739.21

N 8620.9963 E 39787.48

N 8656.1891 E 40535.25

N 8645.3761 E 40529.17

N 8597.4159 E 40520.50

N 8508.0128 E 40581.60

N 8466.4483 E 40595.53

N 8471.1984 E 40587.96

N 8508.7693 E 40532.23

N 8489.0832 E 40519.70

N 8574.3571 E 40522.95

N 8683.9235 E 40372.17

N 8719.7324 E 40402.54

N 8735.8982 E 40395.00

N 8655.6433 E 40039.73

N 8735.3731 E 40087.50

N 8760.2800 E 40049.85

N 8559.7844 E 39677.25

CRACK FILL AND SEAL

ASPHALT

LAYOUT & MATERIALS NOTES

1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE WITH CURRENT ADA

STANDARDS.

2. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING OR EDGE OF

MATERIAL UNLESS OTHERWISE NOTED.

3. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE CURB/ PAVEMENT/ BUILDING

LINE FROM WHICH THEY ARE DIMENSIONED UNLESS OTHERWISE NOTED.

4. FOLLOWING LAYOUT OF ALL MATERIALS, CONTRACTOR SHALL REVIEW WITH

OWNER'S REPRESENTATIVE.

5. ANY DISCREPANCIES IN THE LAYOUT PLAN SHOULD BE IMMEDIATELY REPORTED

TO OWNER'S REPRESENTATIVE.

6. NORTHINGS AND EASTINGS ON THE PLAN HAVE BEEN TRUNCATED BY THE

FOLLOWING: NORTHINGS: 620,000; EASTINGS: 12,600,000

PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

LAYOUT & MATERIALS LEGEND

EXPANSION JOINT

CONTROL JOINT

C3 .0

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REL RELOCATED LIGHT POLE

LIMIT OF DISTURBANCE

PHASE BOUNDARY

0 4020 12060

ALL PED LIGHT

POLES MOVED TO

BE NO FURTHER

THAN 4' OFF OF

WALK EDGE

GATE BY

OWNER

NEW 100 S.F OF

CONCRETE

NEW CONSTRUCTION

HEAVY DUTY, SEALED,

THESE TWO FLAGS ONLYC5.0

1CONCRETE PAVEMENT

PHASE 1PHASE 2

PHASE 2

PHASE 3

INTERNAL WALK CONSTRUCTION SHALL BE COMPLETED IN 3 PHASES,

CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AN ADA ROUTE FROM

SERVICE UNIT 1 TO FOOD SERVICE.

PHASE 1 TO BE COMPLETED BEFORE PHASE 2. PHASE 2 TO BE COMPLETED

BEFORE PHASE 3.

PHASING NOTE

C5.0

5CRACK FILL AND SEAL

ASPHALT

REL

REL

Know what's below.

before you dig.Call

R

REL

REL REL

REL

REL

ALL PED LIGHT

POLES MOVED TO

BE NO FURTHER

THAN 4' OFF OF

WALK EDGE

REL

REL

REL

REL

NEW CONSTRUCTION: STANDARD DUTY ASPHALT

CRACK FILL AND SEAL ASPHALT

ADD ALT 1

C5.0

ADD ALT 1

CONTRACTOR SHALL ACCESS THE SITE

THROUGH THE SALLYPORT. ASPHALT

PAVEMENTS THROUGHOUT THE FACILITY ARE

NEW. THE CONTRACTOR WILL BE RESPONSIBLE

FOR ANY DAMAGE TO THE NEW ASPHALT

PAVEMENT CAUSE BY HIS/HER OPERATIONS.

SIDEWALK TO ALIGN

WITH EXISTING

GATE, TYP.

SIDEWALK TO ALIGN

WITH EXISTING

GATE, TYP.

SIDEWALK TO ALIGN

WITH EXISTING

GATE, TYP.

SIDEWALK TO ALIGN

WITH EXISTING

GATE, TYP.

ME 34.95 ME 34.82

35.42

ME 35.60

35.48

35.73

ME 35.48

ME 35. 44

35.73 35.69

36.60

36.35

36.37

36.12

36.20

35.95

35.96

34.55

ME

34.60

ME

35.62

35.37

35.80

35.55

36.10

35.85

36.39

36.06

36.06

ME

ME

33.60

34.40

34.27

34.30

RIM 33.00

ME 35.97

34.30

34.65

33.45

33.42

ME 35.47

ME35.99

33.85

35.30

35.37

35.22

35.39

35.54

33.88

33.51

33.80

34.58

34.95

34.58 34.72

33.65

33.78

34.57

35.03

34.17

33.75

34.02

35.20

34.16

34.01

33.72

33.57

35.17

35.02

35.60

35.32 35.46

34.66

34.63

1.

5%

1.5% 1.5%

1.5% 4.5%

1.5%

1.5%

ME 35.51

1%

1.5%

33.80

35.45

35.85/ME

ME 35.12

ME 34.28

34.55

34.40

35.05

ME 35.91

ME 35.85

ME

34.00

34.15

ME 34.11

33.80 33.67

34.00

ME

ME

ME 35.64

ME

ME 35.73

34.52

ME 33.20

33.48

33.60

33.72

ME 33.99

33.85

33.55

33.57

33.85

ME

ME

ME 34.30

ME

34.85

ME

ME 34.08

ME 34.59

ME 34.28

ME 35.25

ME 34.21

ME 35.38

34.55

34.40

34.05

33.90

34.75

34.85

34.90 34.80

33.70

33.75

33.51

33.64

33.70 33.70

35.17

35.02

33.53

33.50

33.32 33.47

33.95

33.98

33.44

33.58

33.48

33.60

34.55 34.4034.12

34.27

33.45 33.60

33.61

33.76

34.79

34.9434.20

34.35

34.40 34.55

34.51 34.63

34.41

34.53

ME 34.04

34.01

34.40 34.87

34.41 34.29 34.40

34.57

34.63

34.75

35.2935.30

35.47 35.23

35.12

34.99

34.90

35.05

35.05

34.90

35.40

35.25

34.95

35.10

34.50

33.95

ME

33.901.5

1.5%

34.85

34.70

33.87

33.92

34.83

34.68

34.75

34.50 35.00

34.60/ 35.10

35.12

34.09/ 34.59

35.30

35.04

ME34.78

35.25

33.41

33.24

33.65

34.50

34.50 34.50 34.60/ 35.10

34.50 34.60

34.75

35.70 35.84

ME 35.65

ME35.86

35.84

35.15 35.19

35.35

35.35

35.40 35.28

ME 35.3435.10

34.97

34.51

35.19 34.99

34.09

ME 35.10

34.54

34.42

ME 34.49

33.45

33.45

ME 34.36

33.51

33.66

34.02

33.92

33.82

33.97

33.75

33.63

33.65

33.97

33.30

ME 35.55

ME 35.64

35.50

35.44

35.57 35.33

35.30

ME 35.47

ME 35.31

35.02 35.29

35.02 34.90

34.45

34.10

34.20 34.10 34.10

33.33

32.90

33.00

33.1533.10

33.67

33.55

33.57 33.70

33.42

33.45 33.66

33.75

33.60

33.90 33.78

33.80

33.95

35.34

ME 35.27

33.91

34.06

34.07

34.19 34.29

34.41

35.85 35.45

34.58 34.72

34.70

34.55 34.36

34.51

34.72

34.87

34.35

34.60

34.45

34.80

34.95

35.40

35.30

35.55

35.15

ME 35.30

ME 35.32 35.27

35.33

35.42

35.27

34.54

34.39

34.09/ 34.59

36.5

34.75

34.74

34.60

35.02

35.19

34.60

34.35 34.26

35.10

34.45 34.80

34.50

34.50

34.60

35.30

34.95 34.48

35.00

34.65

35.00

35.20

34.85

34.65

34.79

35.08

35.03

34.95 34.99

34.99

34.40

34.22

34.40

34.20

34.00

33.40

33.80

33.85

33.95

33.75

34.05

33.70

34.70

35.12

33.33

33.65

33.50

33.30

33.46

33.37

33.35

34.82

RIM 33.50

34.71

33.00

34.30 34.40

33.80

32.75

33.72

33.40

34.20

1.5%

1.5%

1.5%

1.5%

1.5%

1.

5%

1.5%

RIM 35.26

35.20

35.00

RIM 35.22

RIM 35.23

34.68

RIM 35.05

RIM 35.25

RIM 35.95

RIM 33.25

RIM 33.20

RIM 33.40

RIM 34.20

RIM 33.80

RIM 35.01

RIM 35.10

1. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION ALL WORK COMPLETED IN

CONFORMANCE WITH CURRENT ADA STANDARDS.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES.

HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF

ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL

ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT

PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

GRADING NOTES

C4 .0

1. ALL UTILITIES SHOWN FOR FINAL SITE DESIGN.

2. PROPOSED CONTOUR LINES AND SPOT ELEVATIONS REFLECT FINISH GRADES. HOLD DOWN SUBGRADE ELEVATIONS ACCORDINGLY. ADJUST RIM ELEVATIONS OF ALL UTILITIES AFFECTED BY WORK IN THIS CONTRACT. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON THE SITE. ANY AREA THAT APPEARS TO NOT PROPERLY DRAIN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT/ ENGINEER FOR RESOLUTION.

3. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS, DEPTHS AND ELEVATIONS PRIOR TO CONSTRUCTION.

NO CHANGES IN CONTRACT PRICE WILL BE AWARDED FOR ACTUAL DISCREPANCIES IN UTILITY LOCATIONS DUE TO

THE FAILURE TO VERIFY ACTUAL FIELD LOCATIONS.

4. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY HIS CONSTRUCTION OPERATIONS TO A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CLEAN UP AND HAUL

AWAY ALL CONSTRUCTION DEBRIS AND LITTER CAUSED BY HIS OPERATIONS.

5. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. ANY DAMAGE

INCURRED SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

6. ALL UTILITY CROSSINGS SHALL HAVE A MINIMUM OF 18" VERTICAL CLEARANCE.

UTILITIES NOTES

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GRADING AND UTILITIES LEGEND

LIMIT OF WORK LINE

EXISTING SPOT GRADE

PROPOSED SPOT GRADE (+600)

MATCH EXISTING GRADE

PROPOSED RIM ADJUSTMENT ELEVATION (+600)

45.5

ME

ADJ 45.5

RIGHT OF WAY LINE

PHASE 1 BOUNDARY

SALVAGED AND

MOVED LIGHT

POLES, TYP.

Know what's below.

before you dig.Call

R

PHASE 1PHASE 2

PHASE 2

PHASE 3

0 4020 12060

IN ADDITION TO THE GRADING NOTES STATED ON THIS SHEET, THIS NOTE IS

SPECIFICALLY INTENDED TO REFER TO PROPOSED SPOT ELEVATIONS ON THIS

DRAWING. IT IS THE INTENT THAT THE PROPOSED SIDEWALK FINISH GRADE WILL,

IN ALL LOCATIONS, BE AT OR ABOVE THE EXISTING GRADE SO THAT WATER WILL

NOT POND ON THE SIDEWALK SURFACE OF THE IMMEDIATELY ADJACENT

GROUND SURFACE. IF IT IS NOTED DURING CONSTRUCTION LAYOUT IN

ACCORDANCE WITH THE PLAN SPOT ELEVATIONS THAT ANY LOCATION IS LOWER

THAN THE EXISTING SITE SURFACE AND CAPABLE OF TRAPPING WATER ON THE

SIDEWALK SURFACE OR IMMEDIATELY ADJACENT GROUND SURFACE, THE

CONTRACTOR SHALL NOTIFY THE ENGINEER OR RESPONSIBLE OWNER'S SITE

REPRESENTATIVE FOR DECISION AND/OR DIRECTION TO PROCEED.

SPOT ELEVATION GENERAL NOTE

CONTRACTOR SHALL ACCESS THE SITE

THROUGH THE SALLYPORT. ASPHALT

PAVEMENTS THROUGHOUT THE FACILITY ARE

NEW. THE CONTRACTOR WILL BE RESPONSIBLE

FOR ANY DAMAGE TO THE NEW ASPHALT

PAVEMENT CAUSE BY HIS/HER OPERATIONS.

SITE LIGHTING

(SEE ELECTRICAL DRAWINGS)

CATCH BASIN

CATCH BASIN

CATCH BASIN

CATCH BASIN

CATCH BASIN

CATCH BASIN

CATCH BASIN

CATCH BASIN

CATCH BASIN

C5 .0

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NOTES:

CONSTRUCTION MANAGER SHALL INSPECT ALL FORMS AND REVIEW JOINT

PLACEMENT PRIOR TO POUR.

1.

2.

3.

1/2" EXPANSION JOINTS SHALL BE SPACED SUCH THAT NO SINGLE DIMENSION

EXCEEDS 40 LINEAL FT. AND THE AREA ISOLATED BY THE EXPANSION JOINTS

SHALL NOT EXCEED 500 SQ. FT. SEAL ALL EXPANSION JOINTS.

1/2 " EXPANSION PAPER SHALL BE PLACED AT ALL LOCATIONS THAT NEW

SIDEWALK ABUTS CONCRETE CURB OR EXISTING SIDEWALK.

HAND TOOL JOINTS TO 1/4 SLAB THICKNESS. IF NECESSARY TO ACHIEVE

JOINT DEPTH, SAWCUT WITHIN HAND TOOLED JOINT TO ACHIEVE FULL DEPTH.

4.

4000 PSI CONCRETE W/FIBERMESH

COMPACTED SUBGRADE

1/4 " WIDE TOOLED JOINT LOCATED

AS SHOWN ON PLAN. 1/8" RADIUS

CLASS II SAND COMPACTED TO

98% OF MAX. DENSITY UNDER

PEDESTRIAN PAVEMENT. MDOT

21AA COMPACTED TO 98% MAX.

DENSITY UNDER VEHICULAR

PAVEMENT.

LIGHT BROOM FINISH PARALLEL TO

JOINTS. ON SLOPES EXCEEDING

4% USE HEAVY BROOM FINISH

PARALLEL TO TRANSVERSE JOINTS.

6" 4"

TOOLING.

SPEED DOWELS 24" O.C. AT

EXPANSION JOINTS. MINIMUM

TWO ON EACH EDGE OF POUR

PAPER EXPANSION JOINT WITH

SEALANT

Concrete Pavement

NO SCALE

SEE PLANS & NOTE BELOW.

ADJACENT TREATMENT VARIES

JOINT FILLER

1/ 2"

1/2" BACKER ROD

PREMOLDED FIBER

POLYSEALANT

COMPACTED BASE

CONCRETE SIDEWALK

2 Expansion & Control Joint

NO SCALE

NOTE: SEALANT JOINT SHALL OCCUR

AT ALL EXPANSION JOINTS INDICATED

ON PLANS AND WHERE CONCRETE

WALKS ABUTT SUPPORTED CONCRETE

SLABS, BUILDING WALL, RETAINING

WALLS, OR CURBS.

60" DIAMETER ADA WHEEL

CHAIR TURNING SPACE

NO SCALE

ADA Maneuvering Clearances At Doors

24"

MIN

60" DIAMETER ADA WHEEL

CHAIR TURNING SPACE

24"

MIN

NO SCALE

ADA Maneuvering Clearances At Gates

60" DIAMETER ADA WHEEL

CHAIR TURNING SPACE

24"

MIN

DOOR SWING

CONCRETE WALK

DOOR SWING

CONCRETE WALK

GATE SWING

CONCRETE WALK

NO SCALE

Crack Fill and Seal Coat

ALL CRACKS 1/8" & LARGER SHALL BE

CLEANED USING COMPRESSED AIR PRIOR

TO INSTALLING SEALANT COMPOUND.

ONCE ALL CRACKS AND PATCHES

HAVE BEEN REPAIRED TO THE

APPROVAL OF THE PROJECT

ENGINEER AND CONSTRUCTION

MANAGER, CONTRACTOR SHALL

APPLY ONE APPLICATION OF

BITUMINOUS SEALER (ADVANCED

FORMULA J-16, OR APPROVED

EQUAL) AND RESTRIPE

BITUMINOUS AS REQ'D WITH OIL

BASE PAVEMENT MARKINGS,

COLOR SHALL MATCH EXISTING.

FILL CRACK FULL DEPTH

WITH HOT RUBBER

MIX.W.R MEADOWS

'HI=SPEC' POLYMERIC

JOINT SEALING

COUMPOUND

EXISTING ASPHALT

EXISTING BASE MATERIAL

NO SCALE

Inlet Protection-Fabric Drop

INSTALLATION DETAIL

STANDARD SYMBOL

2'-0"

ISOMETRIC VIEW

4'-0"

3' -0

INLET

GRATE

1" REBAR FOR

BAG REMOVAL

FROM INLET

ALL CONCRETE SHALL BE SEALED. SEE

SPECIFICATIONS.

C5 .1

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18"

LANDSCAPE AND RESTORATION NOTES

1. CONTRACTOR SHALL SEED ON 2" OF TOPSOIL WHERE EXISTING TOP SOILS WAS

STRIPPED.

2. ALL IMPORTED TOPSOIL SHALL BE SCREENED AND BE APPROVED BY LANDSCAPE

ARCHITECT/ENGINEER PRIOR TO INSTALLATION. PROVIDE CERTIFICATION FOR ALL

IMPORTED TOP SOIL.

C6 .0

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LANDSCAPE AND RESTORATION PLAN LEGEND

4" TOPSOIL AND HYDROSEEDING

Know what's below.

before you dig.Call

R

0 4020 12060

ADD ALT 2:

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-4

F ax

-4 ht tp

/w w w

.t ac

-a ss oc ia te s.

co m

TA

C

P ro je ct

N o.

-0

C o n su lt in g

E n gi n ee rs

E0.0

1. EXTENT OF DEMOLITION IS NOT INTENDED TO BE SHOWN IN FULL ON THESE DRAWINGS. FINAL DESIGNED CONDITIONS ARE SHOWN. EACH TRADE/CONTRACTOR IS RESPONSIBLE FOR REMOVAL AS REQUIRED TO ACHIEVE FINAL DESIGN CONDITIONS. REFERENCES TO EXISTING AS IDENTIFIED ARE TO CLARIFY SCOPE OF NEW

CONSTRUCTION.

2. ALL WORK CONDITIONS ARE TO BE FIELD VERIFIED AND DETAILS ADJUSTED AS REQUIRED TO MAINTAIN FIRE RESISTIVE RATINGS. INTEGRITY OF INSTALLED SYSTEMS (EXISTING AND NEW) AND THE MATCHING OF WORK

WITH EXISTING CONDITIONS AND FINISHES.

3. REMOVAL WORK SHALL BE EXECUTED WITH DUE CARE, INCLUDING PROTECTION OF EXISTING MATERIALS/SYSTEMS TO REMAIN SHORING, BRACING, ETC. EACH TRADE/SUBCONTRACTORS WILL BE

RESPONSIBLE FOR ANY DAMAGE THEY CAUSE TO OTHER'S WORK.

4. THE FULL EXTENT OF THE WORK FOR EACH TRADE IS IDENTIFIED THROUGHOUT ALL THE DRAWINGS. DO NOT ASSUME OR OMIT INDIVIDUAL TRADE WORK NOT SHOWN IN THE INDIVIDUAL TRADE DRAWINGS. FAILURE TO REVIEW ALL DRAWINGS FOR AN INDIVIDUAL TRADE’S COMPLETE SCOPE OF WORK WILL RESULT IN DENIAL FOR

ANY CHANGE ORDER REQUESTS FOR MISSED ITEMS DURING BIDDING.

5. SUBCONTRACTORS AND ALL TRADES MUST EXAMINE AREAS, DIMENSIONS CONDITIONS AND SUBSTRATES AFFECTING THE WORK AND THE CONDITIONS UNDER WHICH THE WORK IS TO BE INSTALLED, APPLIED AND COMPLETED. NOTIFY THE ARCHITECT IN WRITING OF UNSATISFACTORY CONDITIONS AND OTHER CONDITIONS

DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK.

A. DO NOT PROCEED WITH THE WORK UNTIL THE UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN THE MANNER ACCEPTABLE TO THE CONTRACTOR OR TRADE PERFORMING THE WORK. PROCEED WITH

INSTALLATION ONLY AFTER UNSAFE OR UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

B. BEGINNING WORK MEANS ACCEPTANCE OF THE CONDITIONS.

C. NO CHANGE ORDERS FOR ADDITIONAL WORK WILL BE ACCEPTED FOR CONDITIONS NOT IDENTIFIED

DURING THE EXAMINATION PERIOD PRIOR TO THE COMMENCING OF WORK.

6. CONTRACTOR(S) WARRANTS THEY HAVE EXAMINED THOROUGHLY ALL DRAWINGS AND SPECIFICATIONS DIRECTLY AND INDIRECTLY RELATED TO THEIR WORK. BY BEGINNING THE WORK, CONTRACTOR CERTIFIES THAT ALL NECESSARY ITEMS REQUIRED TO PERFORM HIS WORK HAVE BEEN IDENTIFIED AND DOCUMENTED IN THE

DRAWINGS AND/OR SPECIFICATIONS.

A. NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, MISSING INFORMATION OR ANY UNCLEAR ITEMS WHICH WILL AFFECT THE WORK TO BE PERFORMED. DO NOT PROCEED WITH THE WORK UNTIL THE DISCREPANCIES, MISSING INFORMATION OR ANY UNCLEAR ITEMS HAVE BEEN CLARIFIED OR CORRECTED TO

THE CONTRACTOR OR TRADE PERFORMING THE WORK.

B. BEGINNING THE WORK INDICATES FULL ACCEPTANCE AND CORRECTNESS OF THE INFORMATION

PROVIDED.

C. NO CHANGE ORDERS FOR ADDITIONAL WORK WILL BE ACCEPTED FOR ANY DISCREPANCIES, MISSING INFORMATION OR UNCLEAR ITEMS OR INFORMATION NOT IDENTIFIED DURING THE EXAMINATION PERIOD

PRIOR TO THE COMMENCING OF WORK.

7. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FIRESTOPPING AROUND ALL PENETRATIONS OF FIRE RATED WALLS, CEILINGS AND FLOORS. REFER TO ARCHITECTURAL AND ELECTRICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING THE SPECIFIC FIRESTOPPING REQUIREMENTS AND

PRODUCT SPECIFICATIONS.

8. ALL ANCHORS FOR ELECTRICAL SYSTEMS SHALL BE STEEL. REFER TO SPECIFICATIONS FOR SPECIFIC APPROVED

PRODUCTS. UNDER NO CIRCUMSTANCES SHALL PLASTIC ANCHORS BE USED.

ELECTRICAL GENERAL NOTES

ELECTRICAL DRAWING INDEX

ELECTRICAL DRAWING INDEX, SYMBOL LIST & GENERAL NOTESE0.0

SHEET NUMBER SHEET TITLE

MISCELLANEOUS DETAILS & WIRING DIAGRAMS AND ELECTRICAL SCHEDULESE3.0

WALL MOUNTED OCCUPANCY SENSOR. REFER TO SCHEDULE ON LIGHTING DRAWINGS

THREE WAY SWITCH

EM

N.L.

EXISTING ELECTRICAL DEVICE OR FIXTURE TO REMAIN

ABOVE FINISH FLOOR

WEATHER PROOF

GROUND FAULT INTERRUPTERGFI

WP

AFF

(E)

DEVICE OR LIGHTING FIXTURE SERVED FROM EMERGENCY POWER

NIGHT LIGHT

EM

ELECTRICAL SYMBOL LIST

RECESSED ROUND LED FIXTURE

EXIT LIGHT DOUBLE FACE (SHADING INDICATES FACE OF FIXTURE)

SPECIAL PURPOSE OUTLET - TYPE AND SIZE AS INDICATED ON PLAN

WALL MOUNTED COMBINATION TELEPHONE/DATA OUTLET, MOUNTED AT 48" A.F.F.

DUPLEX RECEPTACLE

DOUBLE DUPLEX RECEPTACLE

PANEL BOARD

JUNCTION BOX

CABLE TELEVISION SYSTEM OUTLET

DUPLEX RECEPTACLE MOUNTED AT 6" ABOVE COUNTER TOP

W

EXIT LIGHT, SINGLE FACE

NIGHT LIGHT / EMERGENCY FLUORESCENT FIXTURE

NIGHT LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

SINGLE POLE SWITCH

FOUR WAY SWITCH

2' X 4' FIXTURE

1' X 4' FIXTURE

2' X 2' FIXTURE

SYMBOL DESCRIPTION

N.L.

SITE LIGHTING FIXTURE - BUILDING MOUNTED. SEE FIXTURE SCHEDULE

SITE LIGHTING FIXTURE - POLE MOUNTED (DOUBLE HEAD INDICATED)

TELEPHONE ONLY OUTLET

NEW LOCATION OF RELOCATED ELECTRICAL DEVICE OR FIXTURE(R)

EM

EMERGENCY FIXTURE (2X2 FLUORESCENT EMERGENCY FIXTURE INDICATED)

COMBINATION TELEPHONE/DATA OUTLET

WALL MOUNTED TELEPHONE ONLY OUTLET, MOUNTED AT 54" A.F.F.W

WALL MOUNTED EMERGENCY BATTERY UNIT (EBU)

CEILING MOUNTED EMERGENCY BATTERY UNIT (EBU)

FIRE ALARM SYSTEM AUDIBLE / VISUAL NOTIFICATION APPLIANCE

FIRE ALARM SYSTEM VISUAL NOTIFICATION APPLIANCE

FIRE ALARM SYSTEM HEAT DETECTOR

FIRE ALARM SYSTEM SMOKE DETECTOR

FIRE ALARM SYSTEM MANUAL PULL STATION

PARTIAL SITE PLAN - INTERNAL SIDEWALKS - ELECTRICAL DEMOLITION & NEW WORKE1.1

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L

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I B

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I N

E P

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A

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Q

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M

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E

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M

A

M A

L U

S N

La nd sc ap e A rc hi te ct ur e

Pl an ni ng

E ng in ee ri ng

B ec ke tt

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W es t W ill ia m , S ui te

A nn

A rb or , M

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B ec ke tt

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fx

B

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ph

R i

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T E S, L L C

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C am de n

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E1.1

1 EXISTING POLE MOUNTED SITE LIGHTING FIXTURE, IN SECURE FENCED AREA, TO REMAIN AND IS

OUTSIDE OF THE SCOPE OF WORK OF THIS PROJECT.

EXISTING POLE MOUNTED AREA / ROADWAY SITE LIGHTING FIXTURE TO REMAIN.

EXISTING POLE MOUNTED PEDESTRIAN SCALE SITE LIGHTING FIXTURE TO REMAIN.

ELECTRICAL CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE EXISTING POLE MOUNTED PEDESTRIAN SCALE SITE LIGHTING FIXTURE. PROVIDE NEW CONCRETE BASE AT NEW LOCATION OF RELOCATED POLE MOUNTED FIXTURE INDICATED. REFER TO TYPICAL BASE DETAIL "B" ON SHEET E3.0

FOR ADDITIONAL INFORMATION. DISCONNECT AND REMOVE EXISTING UNDERGROUND CONDUIT

AND WIRING BETWEEN FIXTURES AS REQUIRED TO ALLOW FOR THE RELOCATION OF THE EXISTING POLE

MOUNTED LIGHT FIXTURE WITHOUT THE USE OF SPLICE BOXES. PROVIDE NEW UNDERGROUND

CONDUIT AND WIRING TO FACILITATE RELOCATION OF FIXTURE AS INDICATED, AND TO HAVE

CONTINUOUS WIRING BETWEEN FIXTURES, WITH ALL SPLICES OCCURRING AT THE LIGHT FIXTURE POLE.

VERIFY IN FIELD EXACT EXTENT OF UNDERGROUND WORK REQUIRED TO FACILITATE RELOCATION OF POLE MOUNTED FIXTURES. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING FIELD INVESTIGATION IN THE FORM OF CIRCUIT TRACING AND GROUND PENETRATING RADAR SURVEY TO IDENTIFY THE SOURCE OF THE BRANCH CIRCUIT POWER AND CONTROLS SERVING THE EXISTING SITE LIGHTING FIXTURES, AS WELL AS THE LOCATIONS OF THE UNDERGROUND CONDUITS THAT SERVE THE FIXTURES, AND THE GENERAL PATHWAY AND INTERCONNECTION OF FIXTURES. REFER TO CIVIL

DRAWINGS FOR ADDITIONAL COORDINATION AND WORK REQUIRED ASSOCIATED WITH THE SITE

IMPROVEMENTS.

ELECTRICAL KEY NOTES

PARTIAL SITE PLAN - INTERNAL SIDEWALKS - ELECTRICAL DEMOLITION & NEW WORK

SCALE: 1" = 40'-0"E1.1

SCALE: 1" = 40'-0"

0 20' 40' 80'

1.

2.

REFER TO ARCHITECTURAL SITE PLAN FOR ADDITIONAL INFORMATION REGARDING PROPOSED

WALKWAYS, PATIOS AND OTHER RENOVATION WORK ASSOCIATED WITH THE PROJECT.

COORDINATE WORK WITH OTHER TRADES. COORDINATE LOCATIONS OF UNDERGROUND UTILITIES

AND OTHER OBSTRUCTIONS WITH CIVIL TRADES. CALL "MISS DIG" TO MARK UTILITIES BEFORE START OF

WORK.

SITE PLAN GENERAL NOTES:

ADMINISTRATION

BUILDING HOUSING UNIT 3

HOUSING UNIT 4

HOUSING UNIT 5

VOCATIONAL

BUILDING

FOOD SERVICES

HOUSING UNIT 1

HEALTH

CARE

HOUSING UNIT 2

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M A

L U

S N

La nd sc ap e A rc hi te ct ur e

Pl an ni ng

E ng in ee ri ng

B ec ke tt

R ae d er , I n c.

W es t W ill ia m , S ui te

A nn

A rb or , M

I 4

B ec ke tt

R ae d er

3.

fx

B

3.

ph

R i

T A

C A

SS

O

C

IA

T E S, L L C

E as t

C am de n

Ro ad

O ss eo M

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Ph (5

-4

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E3.0

24" DIA.

BASE DETAIL "A"

#4 TIES @ 12" O.C.

NO SCALE

BARS (4 REQUIRED)

REINFORCEMENT

#6 VERTICAL

EXOTHERMIC

CONNECTION.

CONDUIT

#6 BARE

GROUND WIRE.

RIGID STEEL

BASE.

FINISHED CONCRETE

3/4" 0 x 10' LONG

GROUND ROD.

RIGID PVC

CONNECT GROUND

WIRE TO GROUNDING

ON POLE.

ANCHOR BOLTS PER

30"

(MINIMUM)

ADAPTER (TYPICAL)

STEEL TO PLASTIC

7'-6"

(MINIMUM)

MANUFACTURER'S

3'-0"

FINSHED GRADE

REQUIREMENTS.

1" CHAMFER

POLE. SEE FIXTURE SCHEDULE.

BASE DETAIL "B"

NO SCALE

FINISHED GRADE

RELOCATED PEDESTRIAN LIGHT POLE

4# TIES @ 12"O.C.

18" DIA.

4"

FINISHED CONCRETE BASE

WITH 3/4" CHAMFER.

CONNECT GROUND

WIRE TO GROUNDING

ON POLE.

ANCHOR BOLTS PER

MANUFACTURER'S

REQUIREMENTS.

STEEL CONDUIT "EL".

#6 BARE GROUND WIRE.

EXOTHERMIC

CONNECTION.

RIGID PVC

3/4"Ø x 10' LONG

GROUND ROD. #6 VERTICAL REINFORCEMENT

BARS (4 REQUIRED).

6'-0"

(MINIMUM)

STEEL TO PLASTIC

ADAPTER (TYPICAL)

30"

(MINIMUM)

LANDSCAPED AREA

EXISTING PANEL SCHEDULE

TYPE DESCRIPTION CB VA # ØA ØB ØC # VA CB DESCRIPTION TYPE

L Existing and New Parking Lot Lights - Administration Building Area

30/3

1220 1 3220 2 2000 20/2 Existing Admin. Outside Lights - SEE NOTE - 2

L

L 1220 3 3220 4 2000 L

L 1220 5 3220 6 2000 20/2 Existing Admin. Roof Lights - SEE NOTE - 2

L

SPACE 7 2000 8 2000 L

SPACE 9 10 SPACE

SPACE 11 12 SPACE

5220 3220 3220

ØA ØB ØC

PANELBOARD INFORMATION 18.84 11.62 11.62 NEC ARTICLE 220 DEMAND CALCULATIONS

DESIGNATION: LP-SL AMPS PER PHASE CONTINUOUS LOAD (C):

VOLTAGE: 480Y/277 PANEL LOCATION KITCHEN LOAD (K):

PHASE-WIRE: 3Ø-4W Electrical Room RECEPT BASE LOAD (D):

BUS AMPACITY: 125A RECEPT DEMAND LOAD (D):

MAIN TYPE: MLO Panel Designation Added by Project. Panel not currently labeled in Field

LIGHTING LOAD (L): 11660

MINIMUM A.I.C.: ELECTRIC HEAT LOAD (H):

NEUTRAL SIZE: 100% MECHANICAL LOAD (M):

MOUNTING: SURFACE REMARKS OTHER LOAD (O):

TOTAL POLES: 12 CONNECTED 3Ø LOAD (kVA): 11.66

CONNECTED 3Ø LOAD (AMPS): 14.03

ENGINEER: TGC DEMAND 3Ø LOAD (kVA): 11.66

DATE: 1/17/23 DEMAND 3Ø LOAD (AMPS): 14.03

NOTES:

1. ALL EXISTING LOADS INDICATED IN THE ABOVE PANEL SCHEDULE ARE ESTIMATED BASED UPON THE LIMITED ACCURATE AS-BUILT INFORMATION, PANEL SCHEDULES AND CIRCUIT NUMBERS AT DEVICES.

2. ELECTRICAL CONTRACTOR SHALL PERFORM CIRCUIT TRACING OF ALL EXISTING BRANCH CIRCUITS PRIOR TO START OF CONSTRUCTION TO VERIFY EXISTING LOAD SERVED.

3. PROVIDE "HACR" MOTOR RATED CIRCUIT BREAKERS FOR ALL CIRCUITS SERVING MOTOR LOADS

4. PRIOR TO ORDERING OF PANELS, ELECTRICAL CONTRACTOR SHALL VERIFY RECOMMENDED OVER-CURRENT PROTECTIVE DEVICE SETTING WITH OWNER FURNISHED AND MECHANICAL EQUIPMENT SUBMITTALS

5. FOR SELECT EXISTING LOADS, THE POLE POSITION INDICATED DOES NOT REPRESENT THE ACTUAL POLE POSITION USED BUT RATHER THAT AN EXISTING BRANCH CIRCUIT IS TO BE REUSED. SEE NOTE-2.

EXISTING PARKING LOT LIGHTING CIRCUIT REVISION:

THE EXISTING 480V-THREE PHASE BRANCH CIRCUIT SERVING THE PARKING LOT LIGHTING IS MODIFIED BY THE PROJECT AS FOLLOWS:

EXISTING LIGHTING FIXTURES TO BE REMOVED BY DEMOLITION WORK: 2,873 VA

NEW LIGHTING FIXTURES TO BE ADDED BY THE NEW CONSTRUCTION: 3,110 VA

NET DIFFERENCE BETWEEN NEW LIGHTING ADDED AND EXISTING LIGHTING REMOVED BY DEMOLITION: +237 VA, WHICH IS 0.29 AMPERE AT 480V/3PH.

THE EXISTING BRANCH CIRCUIT, PANEL, FEEDER AND ELECTRIC SERVICE HAVE SUFFICIENT CAPACITY TO SUPPORT THE ADDED 0.29 AMPERE ON THE EXISTING PANELS, FEEDER AND SERVICE.