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94 94 Fax (269) 381-2944 Phone (269) 381-3357 Kalamazoo, Michigan 49007 350 East Michigan Avenue, Suite #415 Landscape Architecture Campus & Institutional Planning Parks & Recreation Urban Planning Camp Planning & Design

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Page 1: 350 East Michigan Avenue, Suite #415 - Greenville Michigangreenvillemi.org/wp-content/uploads/2020/01/GHP_Bid-Set.pdf · DURING CONSTRUCTION EXISTING SIGN TO REMAIN EXISTING POWER

94

94

Fax (269) 381-2944Phone (269) 381-3357

Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415

Landscape Architecture

Campus & Institutional PlanningParks & Recreation

Urban Planning

Camp Planning & Design

AutoCAD SHX Text
SHEET INDEX
AutoCAD SHX Text
HERITAGE PARK IMPROVEMENTS
AutoCAD SHX Text
LOCATION MAP
AutoCAD SHX Text
Not to Scale
AutoCAD SHX Text
N
AutoCAD SHX Text
MONTCALM
AutoCAD SHX Text
COUNTY,
AutoCAD SHX Text
MICHIGAN
AutoCAD SHX Text
C0.0
AutoCAD SHX Text
BID REFERENCE: HERITAGE PARK
AutoCAD SHX Text
LOCATION MAP
AutoCAD SHX Text
GREENVILLE
AutoCAD SHX Text
CITY OF
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1) Call Miss Dig, 1-800-482-7171 three working days, excluding Saturday, Sunday and holidays,
AutoCAD SHX Text
before starting your project.
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
NO.
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
411 S. Lafayette St. Greenville, Michigan 48838
AutoCAD SHX Text
C0.1
AutoCAD SHX Text
SITE SURVEY
AutoCAD SHX Text
C1.0
AutoCAD SHX Text
SITE DEMOLITION PLAN
AutoCAD SHX Text
C3.0
AutoCAD SHX Text
SITE GRADING PLAN
AutoCAD SHX Text
L1.0
AutoCAD SHX Text
LANDSCAPE PLAN
AutoCAD SHX Text
C4.0
AutoCAD SHX Text
SITE DETAILS
AutoCAD SHX Text
C2.0
AutoCAD SHX Text
SITE LAYOUT PLAN
AutoCAD SHX Text
GREENVILLE, MICHIGAN
AutoCAD SHX Text
E BENTON ST.
AutoCAD SHX Text
E UNION ST.
AutoCAD SHX Text
W JUDD ST.
AutoCAD SHX Text
S LAFAYETTE ST.
AutoCAD SHX Text
W WASHINGTON ST.
AutoCAD SHX Text
E CASS ST.
AutoCAD SHX Text
S FRANKLIN ST.
AutoCAD SHX Text
S CLAY ST.
AutoCAD SHX Text
IR1.0
AutoCAD SHX Text
IRRIGATION PLAN
AutoCAD SHX Text
6-10-19
AutoCAD SHX Text
Issued For:
AutoCAD SHX Text
OWNER REVIEW
AutoCAD SHX Text
Project:
AutoCAD SHX Text
Heritage Park Improvements
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet Title
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
51902
AutoCAD SHX Text
Sheet No.
AutoCAD SHX Text
Greenville, Michigan
AutoCAD SHX Text
HARD COPY IS INTENDED TO BE 24"X36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES.
AutoCAD SHX Text
6-17-19
AutoCAD SHX Text
OWNER REVIEW
AutoCAD SHX Text
8-16-19
AutoCAD SHX Text
FOR BIDDING
AutoCAD SHX Text
C0.0
AutoCAD SHX Text
Cover Sheet
Page 2: 350 East Michigan Avenue, Suite #415 - Greenville Michigangreenvillemi.org/wp-content/uploads/2020/01/GHP_Bid-Set.pdf · DURING CONSTRUCTION EXISTING SIGN TO REMAIN EXISTING POWER

Fax (269) 381-2944Phone (269) 381-3357

Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415

Landscape Architecture

Campus & Institutional PlanningParks & Recreation

Urban Planning

Camp Planning & Design

SURVEY OF EXISTING CONDITIONS PROVIDED BY THE CITY OF GREENVILLEFOR DESIGN/BUILD PURPOSES ONLY. SPOT ELEVATIONS WERE SHOT FORFIELD VERIFICATION ONLY. THIS IS NOT A SEALED SURVEY DRAWING.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL INFORMATION SHOWNIN THE FIELD. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR ISREQUIRED TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION PRIORTO ANY WORK BEING DONE.

LIGHT POLE

BENCHMARK

DESCRIPTIONSYMBOL

DECIDUOUS TREE

EVERGREEN TREE

EXISTING BRICK PAVERS

EXISTING SPOT ELEVATION

AutoCAD SHX Text
A
AutoCAD SHX Text
100.000
AutoCAD SHX Text
0503-001
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
101.316
AutoCAD SHX Text
0503-002
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
100.962
AutoCAD SHX Text
0503-003
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
100.954
AutoCAD SHX Text
0503-004
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
100.858
AutoCAD SHX Text
0503-005
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
100.832
AutoCAD SHX Text
0503-006
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
100.803
AutoCAD SHX Text
0503-007
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
100.688
AutoCAD SHX Text
0503-008
AutoCAD SHX Text
TREE
AutoCAD SHX Text
100.807
AutoCAD SHX Text
0503-009
AutoCAD SHX Text
TREE
AutoCAD SHX Text
101.029
AutoCAD SHX Text
0503-010
AutoCAD SHX Text
TREE
AutoCAD SHX Text
100.968
AutoCAD SHX Text
0503-011
AutoCAD SHX Text
TREE
AutoCAD SHX Text
101.094
AutoCAD SHX Text
0503-012
AutoCAD SHX Text
CONC
AutoCAD SHX Text
100.745
AutoCAD SHX Text
0503-013
AutoCAD SHX Text
CONC
AutoCAD SHX Text
100.796
AutoCAD SHX Text
0503-014
AutoCAD SHX Text
CONC
AutoCAD SHX Text
100.659
AutoCAD SHX Text
0503-015
AutoCAD SHX Text
BR
AutoCAD SHX Text
100.350
AutoCAD SHX Text
0503-016
AutoCAD SHX Text
CONC
AutoCAD SHX Text
100.088
AutoCAD SHX Text
0503-017
AutoCAD SHX Text
CONC
AutoCAD SHX Text
100.159
AutoCAD SHX Text
0503-018
AutoCAD SHX Text
CONC
AutoCAD SHX Text
100.121
AutoCAD SHX Text
0503-019
AutoCAD SHX Text
CONC
AutoCAD SHX Text
100.106
AutoCAD SHX Text
0503-020
AutoCAD SHX Text
FLAG
AutoCAD SHX Text
100.143
AutoCAD SHX Text
0503-021
AutoCAD SHX Text
FLAG
AutoCAD SHX Text
100.118
AutoCAD SHX Text
0503-022
AutoCAD SHX Text
FLAG
AutoCAD SHX Text
100.200
AutoCAD SHX Text
0503-023
AutoCAD SHX Text
BLDG
AutoCAD SHX Text
100.120
AutoCAD SHX Text
0503-024
AutoCAD SHX Text
BR
AutoCAD SHX Text
100.187
AutoCAD SHX Text
0503-025
AutoCAD SHX Text
BR
AutoCAD SHX Text
100.262
AutoCAD SHX Text
0503-026
AutoCAD SHX Text
TREE
AutoCAD SHX Text
101.353
AutoCAD SHX Text
0503-027
AutoCAD SHX Text
TREE
AutoCAD SHX Text
102.149
AutoCAD SHX Text
0503-028
AutoCAD SHX Text
TREE
AutoCAD SHX Text
101.746
AutoCAD SHX Text
0503-029
AutoCAD SHX Text
TREE
AutoCAD SHX Text
102.128
AutoCAD SHX Text
0503-030
AutoCAD SHX Text
TREE
AutoCAD SHX Text
102.243
AutoCAD SHX Text
0503-031
AutoCAD SHX Text
TREE
AutoCAD SHX Text
101.678
AutoCAD SHX Text
0503-032
AutoCAD SHX Text
TREE
AutoCAD SHX Text
100.376
AutoCAD SHX Text
0503-033
AutoCAD SHX Text
TREE
AutoCAD SHX Text
101.140
AutoCAD SHX Text
0503-034
AutoCAD SHX Text
TREE
AutoCAD SHX Text
101.148
AutoCAD SHX Text
0503-035
AutoCAD SHX Text
TREE
AutoCAD SHX Text
100.615
AutoCAD SHX Text
0503-036
AutoCAD SHX Text
TREE
AutoCAD SHX Text
100.856
AutoCAD SHX Text
0503-037
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
101.616
AutoCAD SHX Text
0503-038
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
99.910
AutoCAD SHX Text
0503-039
AutoCAD SHX Text
PP
AutoCAD SHX Text
100.133
AutoCAD SHX Text
0503-040
AutoCAD SHX Text
PP
AutoCAD SHX Text
99.857
AutoCAD SHX Text
0503-041
AutoCAD SHX Text
PP
AutoCAD SHX Text
99.701
AutoCAD SHX Text
0503-042
AutoCAD SHX Text
PP
AutoCAD SHX Text
99.525
AutoCAD SHX Text
0503-043
AutoCAD SHX Text
PP
AutoCAD SHX Text
100.064
AutoCAD SHX Text
0503-044
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
99.196
AutoCAD SHX Text
0503-046
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
99.208
AutoCAD SHX Text
0503-047
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
100.726
AutoCAD SHX Text
0503-048
AutoCAD SHX Text
TREE
AutoCAD SHX Text
100.936
AutoCAD SHX Text
0503-049
AutoCAD SHX Text
TREE
AutoCAD SHX Text
100.870
AutoCAD SHX Text
0503-050
AutoCAD SHX Text
TREE
AutoCAD SHX Text
100.995
AutoCAD SHX Text
0503-051
AutoCAD SHX Text
TREE
AutoCAD SHX Text
101.159
AutoCAD SHX Text
0503-052
AutoCAD SHX Text
TREE
AutoCAD SHX Text
101.175
AutoCAD SHX Text
0503-053
AutoCAD SHX Text
TREE
AutoCAD SHX Text
100.034
AutoCAD SHX Text
0503-054
AutoCAD SHX Text
TREE
AutoCAD SHX Text
99.999
AutoCAD SHX Text
0503-055
AutoCAD SHX Text
TREE
AutoCAD SHX Text
100.312
AutoCAD SHX Text
0503-056
AutoCAD SHX Text
MISC
AutoCAD SHX Text
100.014
AutoCAD SHX Text
0503-057
AutoCAD SHX Text
MISC
AutoCAD SHX Text
99.974
AutoCAD SHX Text
0503-058
AutoCAD SHX Text
MISC
AutoCAD SHX Text
99.686
AutoCAD SHX Text
0503-059
AutoCAD SHX Text
MISC
AutoCAD SHX Text
99.553
AutoCAD SHX Text
0503-060
AutoCAD SHX Text
MISC
AutoCAD SHX Text
99.784
AutoCAD SHX Text
0503-061
AutoCAD SHX Text
MISC
AutoCAD SHX Text
99.909
AutoCAD SHX Text
0503-062
AutoCAD SHX Text
MISC
AutoCAD SHX Text
100.159
AutoCAD SHX Text
0503-063
AutoCAD SHX Text
MISC
AutoCAD SHX Text
100.277
AutoCAD SHX Text
0503-064
AutoCAD SHX Text
MISC
AutoCAD SHX Text
100.134
AutoCAD SHX Text
0503-065
AutoCAD SHX Text
MISC
AutoCAD SHX Text
100.454
AutoCAD SHX Text
0503-066
AutoCAD SHX Text
PP
AutoCAD SHX Text
99.380
AutoCAD SHX Text
0503-067
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.644
AutoCAD SHX Text
0503-068
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.404
AutoCAD SHX Text
0503-069
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.075
AutoCAD SHX Text
0503-070
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.913
AutoCAD SHX Text
0503-071
AutoCAD SHX Text
EOP
AutoCAD SHX Text
100.004
AutoCAD SHX Text
0503-072
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.766
AutoCAD SHX Text
0503-073
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.691
AutoCAD SHX Text
0503-074
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.383
AutoCAD SHX Text
0503-075
AutoCAD SHX Text
BC
AutoCAD SHX Text
99.010
AutoCAD SHX Text
0503-076
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.752
AutoCAD SHX Text
0503-077
AutoCAD SHX Text
BC
AutoCAD SHX Text
98.644
AutoCAD SHX Text
0503-078
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.500
AutoCAD SHX Text
0503-079
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.745
AutoCAD SHX Text
0503-080
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.710
AutoCAD SHX Text
0503-081
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.547
AutoCAD SHX Text
0503-082
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.305
AutoCAD SHX Text
0503-083
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.609
AutoCAD SHX Text
0503-084
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.694
AutoCAD SHX Text
0503-085
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.690
AutoCAD SHX Text
0503-086
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.986
AutoCAD SHX Text
0503-087
AutoCAD SHX Text
EOP
AutoCAD SHX Text
100.234
AutoCAD SHX Text
0503-088
AutoCAD SHX Text
EOP
AutoCAD SHX Text
100.187
AutoCAD SHX Text
0503-090
AutoCAD SHX Text
EOP
AutoCAD SHX Text
100.310
AutoCAD SHX Text
0503-091
AutoCAD SHX Text
FNTN
AutoCAD SHX Text
100.161
AutoCAD SHX Text
0503-092
AutoCAD SHX Text
FNTN
AutoCAD SHX Text
100.082
AutoCAD SHX Text
0503-093
AutoCAD SHX Text
FNTN
AutoCAD SHX Text
100.050
AutoCAD SHX Text
0503-094
AutoCAD SHX Text
FNTN
AutoCAD SHX Text
100.055
AutoCAD SHX Text
0503-095
AutoCAD SHX Text
FNTN
AutoCAD SHX Text
100.116
AutoCAD SHX Text
0503-096
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.965
AutoCAD SHX Text
0503-097
AutoCAD SHX Text
EOP
AutoCAD SHX Text
100.002
AutoCAD SHX Text
0503-098
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.884
AutoCAD SHX Text
0503-099
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.936
AutoCAD SHX Text
0503-100
AutoCAD SHX Text
EOP
AutoCAD SHX Text
100.001
AutoCAD SHX Text
0503-101
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.940
AutoCAD SHX Text
0503-102
AutoCAD SHX Text
ELECBX
AutoCAD SHX Text
101.602
AutoCAD SHX Text
0503-103
AutoCAD SHX Text
ELECBX
AutoCAD SHX Text
102.464
AutoCAD SHX Text
0503-104
AutoCAD SHX Text
ELECBX
AutoCAD SHX Text
100.772
AutoCAD SHX Text
0503-105
AutoCAD SHX Text
ELECBX
AutoCAD SHX Text
100.982
AutoCAD SHX Text
0503-106
AutoCAD SHX Text
REF
AutoCAD SHX Text
99.775
AutoCAD SHX Text
0503-107
AutoCAD SHX Text
MW
AutoCAD SHX Text
100.418
AutoCAD SHX Text
0503-108
AutoCAD SHX Text
WV
AutoCAD SHX Text
99.667
AutoCAD SHX Text
0503-109
AutoCAD SHX Text
RDM
AutoCAD SHX Text
99.868
AutoCAD SHX Text
0503-110
AutoCAD SHX Text
RDM
AutoCAD SHX Text
99.931
AutoCAD SHX Text
0503-111
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.005
AutoCAD SHX Text
0503-112
AutoCAD SHX Text
RDM
AutoCAD SHX Text
99.859
AutoCAD SHX Text
0503-113
AutoCAD SHX Text
RDM
AutoCAD SHX Text
99.952
AutoCAD SHX Text
0503-114
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.155
AutoCAD SHX Text
0503-115
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.194
AutoCAD SHX Text
0503-116
AutoCAD SHX Text
RDM
AutoCAD SHX Text
101.078
AutoCAD SHX Text
0503-117
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.536
AutoCAD SHX Text
0503-118
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.284
AutoCAD SHX Text
0503-119
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.233
AutoCAD SHX Text
0503-120
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.661
AutoCAD SHX Text
0503-121
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.652
AutoCAD SHX Text
0503-122
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.734
AutoCAD SHX Text
0503-123
AutoCAD SHX Text
RDM
AutoCAD SHX Text
101.588
AutoCAD SHX Text
0503-124
AutoCAD SHX Text
RDM
AutoCAD SHX Text
101.065
AutoCAD SHX Text
0503-125
AutoCAD SHX Text
RDM
AutoCAD SHX Text
101.008
AutoCAD SHX Text
0503-126
AutoCAD SHX Text
RDM
AutoCAD SHX Text
102.142
AutoCAD SHX Text
0503-127
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.801
AutoCAD SHX Text
0503-128
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.466
AutoCAD SHX Text
0503-129
AutoCAD SHX Text
RDM
AutoCAD SHX Text
99.996
AutoCAD SHX Text
0503-130
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.357
AutoCAD SHX Text
0503-131
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.390
AutoCAD SHX Text
0503-132
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.917
AutoCAD SHX Text
0503-133
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.869
AutoCAD SHX Text
0503-134
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.543
AutoCAD SHX Text
0503-135
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.293
AutoCAD SHX Text
0503-136
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.377
AutoCAD SHX Text
0503-137
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.397
AutoCAD SHX Text
0503-138
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.613
AutoCAD SHX Text
0503-139
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.758
AutoCAD SHX Text
0503-140
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.937
AutoCAD SHX Text
0503-141
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.960
AutoCAD SHX Text
0503-142
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.808
AutoCAD SHX Text
0503-143
AutoCAD SHX Text
RDM
AutoCAD SHX Text
100.761
AutoCAD SHX Text
W. WASHINGTON ST.
AutoCAD SHX Text
S. LAFAYETTE ST.
AutoCAD SHX Text
CITY HALL 411 S. LAFAYETTE ST.
AutoCAD SHX Text
BRICK PAVERS
AutoCAD SHX Text
FOUNTAIN
AutoCAD SHX Text
TURF
AutoCAD SHX Text
TURF
AutoCAD SHX Text
TURF
AutoCAD SHX Text
PARKING LOT
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
BRICK PAVERS
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
0503-067
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.644
AutoCAD SHX Text
30
AutoCAD SHX Text
10
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
6-10-19
AutoCAD SHX Text
Issued For:
AutoCAD SHX Text
OWNER REVIEW
AutoCAD SHX Text
Project:
AutoCAD SHX Text
Heritage Park Improvements
AutoCAD SHX Text
Date
AutoCAD SHX Text
Sheet Title
AutoCAD SHX Text
Job No.
AutoCAD SHX Text
51902
AutoCAD SHX Text
Sheet No.
AutoCAD SHX Text
Greenville, Michigan
AutoCAD SHX Text
HARD COPY IS INTENDED TO BE 24"X36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES.
AutoCAD SHX Text
6-17-19
AutoCAD SHX Text
OWNER REVIEW
AutoCAD SHX Text
8-16-19
AutoCAD SHX Text
FOR BIDDING
AutoCAD SHX Text
Site Survey
AutoCAD SHX Text
C0.1
AutoCAD SHX Text
SURVEY NOTE:
AutoCAD SHX Text
IMPORTANT NOTE
AutoCAD SHX Text
IMPORTANT NOTE
AutoCAD SHX Text
IMPORTANT NOTE
AutoCAD SHX Text
IMPORTANT NOTE
AutoCAD SHX Text
EXISTING FEATURES LEGEND:
AutoCAD SHX Text
0503-067
AutoCAD SHX Text
EOP
AutoCAD SHX Text
99.644
Page 3: 350 East Michigan Avenue, Suite #415 - Greenville Michigangreenvillemi.org/wp-content/uploads/2020/01/GHP_Bid-Set.pdf · DURING CONSTRUCTION EXISTING SIGN TO REMAIN EXISTING POWER

CITY HALL BUILDING

W. WASHINGTON ST.

S. LAFAYETTE ST.

EXISTING TREETO REMAIN

EXISTING TREETO REMAIN

EXISTING FOUNTAINTO REMAIN

EXISTING TREES TOBE REMOVED BYOWNER. GRIND STUMPSTO A DEPTH OF 2 FT.BELOW FINISH GRADE.TYP., 19 TREES.

4

1

3

3

5

6

6

EXISTING TREETO REMAIN

EXISTING FLAGPOLES TO REMAIN, TYP.

EXISTING LIGHTPOLES TO REMAIN, TYP.

EXISTING LIGHT POLESTO REMAIN

EXISTING SIGNTO REMAIN

EXISTING POWER WIRELOCATIONTO REMAIN.CAP ELECTRICAL SUPPLY

7

7

EXISTING CONCRETEAND MONUMENT TOREMAIN.

2

2

2

2

2

2

EXISTING MONUMENTAND CONCRETE PAD TOREMAIN.

EXISTING BRICK PAVINGTO REMAIN

REMOVE EXISTING TURF,SHRUBS, ANDPERENNIALS INCLUDINGROOT BALL, TYP.

BUILDING ENTRANCE,EMERGENCY PHONE,AND BIKE RACKS ARENOT TO BE BLOCKEDDURING CONSTRUCTION

EXISTING SIGN TOREMAIN

EXISTING POWER WIRELOCATIONTO REMAIN.CAP ELECTRICAL SUPPLY

EXISTING POWER WIRELOCATIONTO REMAIN.CAP ELECTRICAL SUPPLY

Fax (269) 381-2944Phone (269) 381-3357

Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415

Landscape Architecture

Campus & Institutional PlanningParks & Recreation

Urban Planning

Camp Planning & Design

6. ALL TOPSOIL AND EXCESS FILL MATERIAL SHALL BE STOCKPILED ON SITE SEPARATELY FOR LATER RE-USE.LOCATE STOCKPILES IN AREAS AS DIRECTED BY CONSTRUCTION MANAGER AND PROTECT FROM EFFECTS OFEROSION.

5. DISCREPANCIES BETWEEN SITE AND PLANS SHOULD BE REPORTED TO THE PROJECT MANAGER IMMEDIATELY.

4. REFER TO LAYOUT PLAN FOR LIMITS OF WORK.

3. PROTECT ALL TREES & EXISTING FEATURES TO REMAIN AS SPECIFIED.

2. VERIFY LOCATIONS OF ALL BELOW GRADE UTILITIES PRIOR TO BEGINNING WORK. 72 HOURS BEFORE YOUDIG CALL "MISS DIG" AT 1-800-482-7171.

1. SURVEY OF EXISTING CONDITIONS PROVIDED BY THE CITY OF GREENVILLE FOR DESIGN/BUILD PURPOSES. ALLLAYOUT AND PROPOSED ELEVATIONS TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

REMOVE EXISTING LITTER RECEPTACLE.

REMOVE EXISTING BRICK PAVING INCLUDING SUB-BASE.

TEMPORARY TREE PROTECTION FENCE, 2/C1.0

REMOVE EXISTING BENCH INCLUDING FOUNDATIONS.

4

3

1

REMOVE TREE

AND BASEREMOVE BRICK PAVEMENT

2 EXISTING TREES TO BE REMOVED BY OWNER. GRIND STUMPS TO A DEPTH OF 2 FT. BELOW FINISH GRADE.

PROVIDE AND MAINTAIN TEMPORARY TREE PROTECTION FENCING IN ALL LOCATIONS MARKED . TREE FENCING SHALL BE PROVIDED AND IN PLACE PRIORTO ANY WORK ON SITE (INCLUDING TOPSOIL STRIPPING OPERATIONS). REFER TO THEFOLLOWING NOTES AND THE SPECIFICATIONS FOR TREE PROTECTION REQUIREMENTS.

1. NO CONSTRUCTION OPERATIONS, EQUIPMENT, MATERIALS OR TOPSOIL SHALL BEALLOWED WITHIN THE TREE PROTECTION AREAS.

2. EXISTING GROUND COVER AND TOPSOIL SHALL NOT BE REMOVED FROM TREEPROTECTION AREAS DURING EARTHWORK PHASE.

3. VEHICULAR TRAFFIC, PARKING, EQUIPMENT OR MATERIAL STORAGE MAY NOT OCCURWITHIN THE TREE PROTECTION AREAS AT ANY TIME.

4. NO EXCAVATION SHALL BE MADE WITHIN THE TREE PROTECTION AREAS EXCEPT ASNOTED OTHERWISE.

REMOVE MISCELLANEOUSFEATURE AS NOTED

1 Site Demolition Plan

EXISTING GRADE

4'-0"

MIN

.

NOTE: REMOVE FENCING UPONCOMPLETION OF PROJECT

FARM TYPE GALVANIZEDWIRE FENCE FABRIC

"U" TYPE METAL POSTSAT 6'-0" ON CENTER

REMOVE AND SALVAGE EXISTING SIGN. REMOVE CONCRETE FOOTINGS, COMPLETE. SEE SHEET 5

REMOVE AND SALVAGE EXISTING CONCRETE PLANTERS. SEE SHEET C2.0 FOR NEW LOCATIONS.6

REMOVE EXISTING POWER PEDESTAL, CAP ELECTRICAL SUPPLY, AND TURN OFF CIRCUIT BREAKER. 7

AND PREP FOR PLANTING, REFER TO SPECIFICATIONSREMOVE EXISTING VEGETATION

C2.0 FOR NEW LOCATION.

7. CITY OF GREENVILLE TO CATALOG LOCATIONS OF PLAQUES PRIOR TO CONSTRUCTION, CITY OFGREENVILLE TO REMOVE PLAQUES BEFORE CONSTRUCTION, AND REPLACE PLAQUES AFTER CONSTRUCTIONPER CITY OF GREENVILLE'S SPECIFICATIONS.8. SEE CITY OF GREENVILLE'S PLAQUE CATALOG LOCATION DRAWING FOR LOCATIONS PRIOR TOCONSTRUCTION . DWG LOCATED IN GREENVILLE CITY HALL BLDG

AutoCAD SHX Text
6-10-19
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Issued For:
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OWNER REVIEW
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Project:
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Heritage Park Improvements
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Date
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Sheet Title
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Job No.
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51902
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Sheet No.
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Greenville, Michigan
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HARD COPY IS INTENDED TO BE 24"X36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES.
AutoCAD SHX Text
6-17-19
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OWNER REVIEW
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8-16-19
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FOR BIDDING
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C1.0
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SCALE IN FEET
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30
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20
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10
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0
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North
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Site Demolition Plan
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DEMOLITION NOTES:
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SITE DEMOLITION KEY
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DEMOLITION LEGEND:
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TREE PROTECTION NOTES:
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Scale: 1"=10'-0"
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2
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NOT TO SCALE
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Tree Protection Fencing
Page 4: 350 East Michigan Avenue, Suite #415 - Greenville Michigangreenvillemi.org/wp-content/uploads/2020/01/GHP_Bid-Set.pdf · DURING CONSTRUCTION EXISTING SIGN TO REMAIN EXISTING POWER

CITY HALL BUILDING

W. WASHINGTON ST.

S. LAFAYETTE ST.

BRICK PAVING TO MEETADJACENT SURFACE FLUSH,TYP.

Fax (269) 381-2944Phone (269) 381-3357

Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415

Landscape Architecture

Campus & Institutional PlanningParks & Recreation

Urban Planning

Camp Planning & Design

1. SURVEY OF EXISTING CONDITIONS PROVIDED BY THE CITY OF GREENVILLE FOR DESIGN/BUILD PURPOSES ONLY.SPOT ELEVATIONS WERE SHOT FOR FIELD VERIFICATION ONLY. THIS IS NOT A SEALED SURVEY DRAWING.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL INFORMATION SHOWN IN THE FIELD. IF THERE ARE ANYDISCREPANCIES, CONTRACTOR IS REQUIRED TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO ANYWORK BEING DONE.2. PAVEMENT DIMENSIONS AND RADII ARE TO EDGE OF PAVEMENT OR BACK OF CURB.

3. DISCREPANCIES BETWEEN SITE AND PLANS SHOULD BE REPORTED TO THE PROJECT MANAGER IMMEDIATELY.

4. VERIFY LOCATIONS OF ALL BELOW GRADE UTILITIES PRIOR TO BEGINNING WORK. 72 HOURS BEFORE YOU DIGCALL "MISS DIG" AT 1-800-482-7171.

5. SITE LAYOUT POINTS SHOULD BE ESTABLISHED AND PROTECTED FOR FUTURE SITE WORK.

BARRIER-FREE PARKING AND ACCESSIBLE ROUTE(S) MUST COMPLY WITH THE AMERICANS WITH DISABILITIESACT AND MICHIGAN BARRIER-FREE CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THEFOLLOWING:

- 1:50 (2%) MAXIMUM CROSS-SLOPE ON ACCESSIBLE ROUTE.- NO CHANGES IN LEVEL GREATER THAN 1/2" ALONG ACCESSIBLE ROUTE.- 1:20 (5%) MAXIMUM LONGITUDINAL SLOPE ON ACCESSIBLE ROUTE (EXCEPT WHERE RAMPS ARE PROVIDED).- 1:50 (2%) MAXIMUM SLOPE (IN ANY DIRECTION) IN B.F. PARKING AND ACCESS AISLES.

LIMIT OF WORK

BRICK PAVERS OVER SAND BASE

DESCRIPTIONSYMBOL

DETAIL

BENCHES

TRASH RECEPTACLES

SALVAGED PARK SIGN

SALVAGED CONCRETE PLANTERS

FOUNTAIN TO BE PAINTED BY OWNER

KEY DESCRIPTION

2 /C4.0

3 /C4.0

4 /C4.0

5/C4.0

1 Site Layout Plan

REPLACE ELECTRICAL BOX/OUTLETS 6/C4.0

N.I.C.

BRICK PAVING ADJACENT TO EXISTING CONCRETE 7/C4.0 & 10/C4.0

BRICK PAVING ADJACENT TO EXISTING FOUNTAIN FACADE 9/C4.0 & 10/C4.0

1/C4.0 & 8/C4.0

BRICK PAVING ADJACENT TO TURF OR MULCH 1/C4.0 & 8/C4.0

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F
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E
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C
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B
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D
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D
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F
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F
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G
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G
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G
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G
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G
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H
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H
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H
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I
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I
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I
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I
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H
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I
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6-10-19
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Issued For:
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OWNER REVIEW
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Project:
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Heritage Park Improvements
AutoCAD SHX Text
Date
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Sheet Title
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Job No.
AutoCAD SHX Text
51902
AutoCAD SHX Text
Sheet No.
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Greenville, Michigan
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HARD COPY IS INTENDED TO BE 24"X36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES.
AutoCAD SHX Text
6-17-19
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OWNER REVIEW
AutoCAD SHX Text
8-16-19
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FOR BIDDING
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C2.0
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SCALE IN FEET
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30
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20
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10
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0
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North
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Site Layout Plan
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LAYOUT NOTES:
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BARRIER-FREE NOTES
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PROPOSED FEATURES LEGEND:
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E
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D
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C
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B
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A
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Scale: 1"=10'-0"
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F
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G
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H
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I
Page 5: 350 East Michigan Avenue, Suite #415 - Greenville Michigangreenvillemi.org/wp-content/uploads/2020/01/GHP_Bid-Set.pdf · DURING CONSTRUCTION EXISTING SIGN TO REMAIN EXISTING POWER

CITY HALL BUILDING

W. WASHINGTON ST.

S. LAFAYETTE ST.

MEET EXISTINGPAVEMENTSFLUSH, TYP.

MEET EXISTINGPAVEMENTSFLUSH, TYP.

MEET EXISTINGPAVEMENTSFLUSH, TYP.

MEET EXISTINGPAVEMENTSFLUSH, TYP.

MEET EXISTINGPAVEMENTSFLUSH, TYP.

+HP

+HP

+100.5HP

102100

102

100

100

100

100

100

+100.1

+100.1

+100.1

1%

+99.94

+100.03

1%

2%

+HP 100.15

MEET EXISTINGGRADE AT BUILDING, TYP.

100

100

101

2%

101

1%

MEET EXISTINGGRADE AT SIDEWALK TYP.

1%1%

2%

10033%3:1

33%3:1

33%3:1

25%4:1

100

+

+100.0

HP

+

MIN 1%

MIN

1%

MIN 1%

25%4:1

100.5HP

+

Fax (269) 381-2944Phone (269) 381-3357

Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415

Landscape Architecture

Campus & Institutional PlanningParks & Recreation

Urban Planning

Camp Planning & Design

DIRECTION AND PERCENTAGE OF SLOPE

HP HIGH POINT

710

949.5

PROPOSED CONTOURS

EXISTING CONTOURS

PROPOSED SPOT ELEVATIONS

EXISTING SPOT ELEVATIONS

2%

3. ALL NEW PAVEMENTS AND TURF AREAS ARE INTENDED TO DRAIN FREELY WITH NO PONDING. IF THIS CANNOT BEACHIEVED USING THE PROPOSED GRADES, NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY FOR RESOLUTION.

2. VERIFY LOCATIONS OF ALL BELOW GRADE UTILITIES PRIOR TO BEGINNING WORK. 72 HOURS BEFORE YOU DIG CALL "MISSDIG" AT 1-800-482-7171.

1. SURVEY OF EXISTING CONDITIONS PROVIDED BY THE CITY OF GREENVILLE FOR DESIGN/BUILD PURPOSES ONLY. SPOTELEVATIONS WERE SHOT FOR FIELD VERIFICATION ONLY. THIS IS NOT A SEALED SURVEY DRAWING. CONTRACTOR ISRESPONSIBLE FOR VERIFYING ALL INFORMATION SHOWN IN THE FIELD. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR ISREQUIRED TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO ANY WORK BEING DONE.

WORK LIMIT LINE

1 Site Grading Plan

4. ADJUST TOP OF EXISTING MANHOLES, CATCH BASINS, VAULT COVERS, ETC. TO NEW FINISH GRADE AS REQUIRED.

BARRIER-FREE PARKING AND ACCESSIBLE ROUTE(S) MUST COMPLY WITH THE AMERICANS WITH DISABILITIESACT AND MICHIGAN BARRIER-FREE CODE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THEFOLLOWING:

- 1:50 (2%) MAXIMUM CROSS-SLOPE ON ACCESSIBLE ROUTE.- NO CHANGES IN LEVEL GREATER THAN 1/2" ALONG ACCESSIBLE ROUTE.- 1:20 (5%) MAXIMUM LONGITUDINAL SLOPE ON ACCESSIBLE ROUTE (EXCEPT WHERE RAMPS ARE PROVIDED).- 1:50 (2%) MAXIMUM SLOPE (IN ANY DIRECTION) IN B.F. PARKING AND ACCESS AISLES.

AutoCAD SHX Text
100.000
AutoCAD SHX Text
101.316
AutoCAD SHX Text
100.962
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100.954
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100.858
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100.832
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100.803
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100.688
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100.807
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101.029
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100.968
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101.094
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100.745
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100.796
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100.659
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100.350
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100.088
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100.159
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100.121
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100.106
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100.143
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100.118
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100.200
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100.120
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100.187
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100.262
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101.353
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102.149
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101.746
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102.128
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102.243
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101.678
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100.376
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101.140
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101.148
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100.615
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100.856
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101.616
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99.910
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100.133
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99.857
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99.701
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99.525
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100.064
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99.196
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99.208
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100.726
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100.936
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100.870
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100.995
AutoCAD SHX Text
101.159
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101.175
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100.034
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99.999
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100.312
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100.014
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99.974
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99.686
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99.553
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99.784
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99.909
AutoCAD SHX Text
100.159
AutoCAD SHX Text
100.277
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100.134
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100.454
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99.380
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99.644
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99.404
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99.075
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99.913
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100.004
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99.766
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99.691
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99.383
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99.010
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99.752
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98.644
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99.500
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99.745
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99.710
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99.547
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99.305
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99.609
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99.694
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99.690
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99.986
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100.234
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100.187
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100.310
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100.161
AutoCAD SHX Text
100.082
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100.050
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100.055
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100.116
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99.965
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100.002
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99.884
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99.936
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100.001
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99.940
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101.602
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102.464
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100.772
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100.982
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99.775
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100.418
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99.667
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99.868
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99.931
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100.005
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99.859
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99.952
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100.155
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100.194
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101.078
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100.536
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100.284
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100.233
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100.661
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100.652
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100.734
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101.588
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101.065
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101.008
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102.142
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100.801
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100.466
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99.996
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100.357
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100.390
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100.917
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100.543
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100.293
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100.377
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100.397
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100.613
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100.758
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100.937
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100.960
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100.808
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100.761
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W. WASHINGTON ST.
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S. LAFAYETTE ST.
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CITY HALL 411 S. LAFAYETTE ST.
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BRICK PAVERS
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FOUNTAIN
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TURF
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TURF
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TURF
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PARKING LOT
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CONC.
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CONC.
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CONC.
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CONC.
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BRICK PAVERS
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CONC.
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CONC.
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CONC.
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99.644
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6-10-19
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Issued For:
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OWNER REVIEW
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Project:
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Heritage Park Improvements
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Date
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Sheet Title
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Job No.
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51902
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Sheet No.
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Greenville, Michigan
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HARD COPY IS INTENDED TO BE 24"X36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES.
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6-17-19
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OWNER REVIEW
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8-16-19
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FOR BIDDING
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C3.0
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SCALE IN FEET
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30
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20
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10
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0
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North
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Site Grading Plan
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PROPOSED FEATURES LEGEND:
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711.55
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695
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GRADING NOTES:
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GENERAL EARTHWORK NOTE:
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IMPORTANT NOTE
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IMPORTANT NOTE
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IMPORTANT NOTE
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IMPORTANT NOTE
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CUTS AND FILLS AT THIS SITE MAY OR MAY NOT BALANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE REQUIRED EARTHWORK VOLUMES BASED ON THE GRADING PLAN SHOWN. IF FILL IS REQUIRED, THE CONTRACTOR SHALL INCLUDE THE REQUIRED VOLUME OF IMPORTED CLASS II SAND IN THE BASE BID PROPOSAL. IF EXCESS SOILS NEED TO BE SPOILED, THE CONTRACTOR SHALL INCLUDE HAULING AND SPOILING SOILS OFF SITE IN THE BASE BID PROPOSAL. NO CONTRACT COST ADJUSTMENTS WILL BE CONSIDERED FOR EARTHWORK REQUIRED TO BALANCE THE SITE.
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BARRIER-FREE NOTES
Page 6: 350 East Michigan Avenue, Suite #415 - Greenville Michigangreenvillemi.org/wp-content/uploads/2020/01/GHP_Bid-Set.pdf · DURING CONSTRUCTION EXISTING SIGN TO REMAIN EXISTING POWER

PAVER EDGING

6" COMPACTED AGGREGATE BASE

1" SAND SETTING BED

HAND TIGHT JOINTS, FILL WITH SAND

BRICK PAVER (2 1/4" 57mm)

SUBGRADE ORSUBBASE

ALUMINUM EXTRUSION SEAT AND BACK

CAST ALUMINUM END FRAMES

LOCK

VERTICAL STRAP BASKET INSERT

4x4 SIGN POST

FINISH GRADE

CONC. FTG., SLOPE TOP TO DRAIN(SEE NOTE).

BOTTOM OF SIGN FACE

GALVANIZED, AFTER FAVRICATION. POWDERCOATED OR TWO PART EPOXY PAINT. STEELPOST CAP, SECURED WITH 3/8" HEX HEADTAMPER REISTANT BOLTS.

36"x4"x4" SQUARE STEEL PEDESTAL.GALVANIZED AFTER FABRICATION. BLACKPOWDER COATED OR TWO PART EPOXY PAINT

WEATHER PROOF CAST ALUMINUM COVER, INUSE STYLE. THOMAS & BETTS SMALL VERTICALCOVERMODEL CKSGV

WEATHER PROOF 20A, GFCI DUPLEXRECEPTACLE, MOUNTED INSIDE PEDESTAL

BOND PEDESTAL TOGROUNDING CONDUCTOR

ALLOW ENOUGH SLACKIN WIRES TO REMOVESPLICE THRU TOP OF POST

INSTALL 6" OF PEA STONE IN BASE OFPEDESTAL

FINISH GRADE

FINISH GRADE

SALVAGED PLANTER, CENTER ONCIRCULAR PAVER CENTER.

18" DIAMETER PRECAST CONCRETECIRCULAR PAVER, 2" THICK3" DEPTH AGGREGATE BASE

TOP OF PAVER TO BE FLUSHWITH SURROUNDING TURF

SURFACE MOUNT LITTER RECEPTACLE PERMANUFACTURER'S WRITTENINSTRUCTIONS. CONTRACTOR RESPONSIBLEFOR ALL INSTALLATION FASTENERS TOMEET MANUFACTURER'S WRITTENINSTRUCTIONS.

SURFACE MOUNT LITTER RECEPTACLE PERMANUFACTURER'S WRITTENINSTRUCTIONS. CONTRACTOR RESPONSIBLEFOR ALL INSTALLATION FASTENERS TOMEET MANUFACTURER'S WRITTENINSTRUCTIONS.

PLACE BENCH 6" FROMEDGE OF PAVING

PLACE LITTER RECEPTACLE6" FROM EDGE OF PAVING

EXISTING CONCRETE

L BRACKET EDGE RESTRAINT BRICK PAVERS, SEEDETAIL 1 AND 8 THIS SHEET

GEOTEXTILE FABRIC

SOLDIER COURSEHERRINGBONEPATTERN

PAVER EDGE RESTRAINT

ADJACENT TURF OR LANDSCAPE BEDS

SOLDIER COURSE

EXISTING CONCRETE FOUNTAIN STRUCTURE

EXISTING GRANITE VENEERBRICK PAVERS, SEEDETAIL 1 AND 8 THIS SHEET

SOLDIER COURSEHERRINGBONEPATTERN

ADJACENT FOUNTAIN FACADE OR CONCRETE BAND

SOLDIER COURSE

COMPACTED SUBGRADE

AT EXISTING CONCRETE

Fax (269) 381-2944Phone (269) 381-3357

Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415

Landscape Architecture

Campus & Institutional PlanningParks & Recreation

Urban Planning

Camp Planning & Design

AutoCAD SHX Text
Section-Brick Pavers
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Not to Scale
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Bench
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Litter Receptacle
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3'-6"
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4'
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3/4"
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6"
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Park Sign
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4
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Elevation
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Plan
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Elevation
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Plan
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Salvaged Planters
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5
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Power Pedestal
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6
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Section-Brick Pavers Meet EX Conc
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Brick Paver Pattern
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SECTION-Brick Pavers Meet Ex Fountain Facade
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PLAN-Brick Paver Pattern at Ex. Concrete Band/Fountain Facade
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1
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2
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3
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7
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8
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9
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10
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6-10-19
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Issued For:
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OWNER REVIEW
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Project:
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Heritage Park Improvements
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Date
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Sheet Title
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51902
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Greenville, Michigan
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HARD COPY IS INTENDED TO BE 24"X36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES.
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6-17-19
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OWNER REVIEW
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8-16-19
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FOR BIDDING
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C4.0
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Details Sheet
Page 7: 350 East Michigan Avenue, Suite #415 - Greenville Michigangreenvillemi.org/wp-content/uploads/2020/01/GHP_Bid-Set.pdf · DURING CONSTRUCTION EXISTING SIGN TO REMAIN EXISTING POWER

CITY HALL BUILDING

W. WASHINGTON ST.

S. LAFAYETTE ST.

TURF

TURF

TURF

EXISTING TREES TO REMAIN

TURF

TURF

TURF

EXISTING TREES TO REMAIN

PLACE METAL EDGING

PLACE METAL EDGING

ANNUAL DISPLAYS INPLNATERS BY OWNER, TYP.4 PLANTERS

ANNUAL DISPLAYS INPLANTERS BY OWNER,TYP. 4 PLANTERS

ANNUAL DISPLAYS INPLNATERS BY OWNER, TYP.4 PLANTERS

PLACE METAL EDGING

MULCH

MULCH

SEE LANDSCAPE LAYOUTENLARGEMENT THISSHEET.

S. LAFAYETTE ST.

CIRCLE AND CENTER POINTSHOWN FOR REFERENCEONLY. PROPOSED TREESTO BE LOCATED ON THERADIUS.

R40'

R40'R50'

R50'

3'

3'

5.2'

5.3'

10'

10'

4.3'6.1'

PLACE METALEDGING

7.5'

12.5'12.5' 12.5'

8'

Fax (269) 381-2944Phone (269) 381-3357

Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415

Landscape Architecture

Campus & Institutional PlanningParks & Recreation

Urban Planning

Camp Planning & Design

PLANT TAG- REFERS TO TYPE AND NUMBER OF PLANTINGSTO BE PROVIDED AND MAINTAINED BY CONTRACTOR.

LIMIT OF WORK

PROPOSED GROUNDCOVER

METAL EDGINGPROPOSED BED LINE/

PROPOSED GRASSES

AND/OR PERENNIALS

PROPOSED SHRUB

SYMBOL

PROPOSED EVERGREEN TREE

PROPOSED DECIDUOUS TREE

DESCRIPTION DETAIL

4 / L1.0

1. SURVEY OF EXISTING CONDITIONS PROVIDED BY THE CITY OF GREENVILLE FOR DESIGN/BUILD PURPOSES ONLY.SPOT ELEVATIONS WERE SHOT FOR FIELD VERIFICATION ONLY. THIS IS NOT A SEALED SURVEY DRAWING.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL INFORMATION SHOWN IN THE FIELD. IF THERE ARE ANYDISCREPANCIES, CONTRACTOR IS REQUIRED TO CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TOANY WORK BEING DONE.

2. CALL "MISS DIG" AND VERIFY ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. 72 HOURS BEFOREYOU DIG CALL "MISS DIG" AT 1-800-482-7171. ANY UTILITIES DISTURBED BY CONSTRUCTION SHALL BE REPAIREDAT CONTRACTOR'S EXPENSE.

3. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHOULD BE REPORTED TO THECONSTRUCTION MANAGER IMMEDIATELY FOR RESOLUTION.

4. IN AREAS OF NEW TURF PLACE 4" MINIMUM TOPSOIL, FINE GRADE & ESTABLISH TURF WITHIN SEED LIMITLINES.

5. PLACE SHREDDED HARDWOOD MULCH TO A 3" DEPTH IN ALL TREE & SHRUB BEDS & TO A 2" DEPTH IN ALLGROUND COVER BEDS.

6. UNLESS OTHERWISE NOTED, TOPSOIL, FINE GRADE AND SEED ALL DISTURBED AREAS WITHIN THE SEEDINGLIMIT SHOWN AND AREAS DISTURBED BY CONSTRUCTION.

7. REPAIR AND RESTORE ANY DAMAGE OUTSIDE OF LIMIT OF WORK LINE TO ORIGINAL CONDITION.

8. PROTECT ALL TREES AND EXISTING FEATURES TO REMAIN AS SPECIFIED.

9. ALL TOPSOIL AND EXCESS FILL MATERIAL SHALL BE STOCKPILED ON SITE SEPARATELY FOR LATER RE-USE.LOCATE STOCKPILES IN AREAS AS DIRECTED BY CONSTRUCTION MANAGER AND PROTECT FROM EFFECTS OFEROSION.

10. ALL NURSERY STOCK SHALL BE TRUE TO TYPE AND NAME. ALL STOCK SHALL BE FIRST CLASS QUALITY WITHWELL DEVELOPED BRANCH SYSTEMS AND VIGOROUS HEALTHY ROOT SYSTEMS. ALL STOCK SHALL BE WELLFORMED AND THE TRUNKS OF TREES SHALL BE UNIFORM AND STRAIGHT.

11. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IRRIGATION SCHEDULING FOR THE ENTIRE MAINTENANCEPERIOD UNLESS OTHERWISE NOTED.

12. SEE IRRIGATION PLANS SHEETS IRR. FOR DETAILED IRRIGATION DESIGN.

13. CONTRACTOR RESPONSIBLE TO LOCATE SITE LIGHTING SERVICES. CONTRACTOR RESPONSIBLE TO NOTIFYCONSTRUCTION MANAGER IF DAMAGE TO LIGHTING ELECTRICAL DISTRIBUTION OCCURS.

14. UNLESS OTHERWISE SPECIFIED, ALL PERENNIALS, GRASSES AND GROUNDCOVERS SHALL BE GROWN IN THEIRCONTAINER FOR ONE YEAR PRIOR TO INSTALLATION.

3 / L1.0

5 / L1.0

6/L1.0

6/L1.0

7/L1.0

1 Site Landscape Plan

2 Landscape Layout Enlargement

ENLARGEMENT LIMIT LINE

TREE HEIGHT DETAIL

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1
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Asb
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5
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Ac
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4
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Pg
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3
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Pg
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6
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Fg
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12
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Rfg
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9
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Pok
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4
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Cah
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13
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Ab
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6
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Sh
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14
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Ep
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6
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Pok
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1
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Js
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3
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Fg
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3
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Nfw
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Js
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Nfw
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6-10-19
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Issued For:
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OWNER REVIEW
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Project:
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Heritage Park Improvements
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Date
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Sheet Title
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Job No.
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51902
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Sheet No.
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Greenville, Michigan
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HARD COPY IS INTENDED TO BE 24"X36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES.
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6-17-19
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OWNER REVIEW
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8-16-19
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FOR BIDDING
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6
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Bn
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PROPOSED FEATURES LEGEND:
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LANDSCAPE NOTES:
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Scale: 1"=10'-0"
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COMMON NAME
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SHRUBS
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PLANT LIST:
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BOTANICAL NAME
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SIZE
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ROOT
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COM.
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DECIDUOUS
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TREES
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3" Cal.
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B&B
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SYM.
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Asb
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Acer saccharum 'Balista'
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Fall Fiesta Maple
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TOPSOIL, REFER TO SPECS AND PLANTING PLAN FOR DEPTH.
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15" METAL STAKE MUST BE INSTALLED ON PLANTING BED SIDE OF EDGING
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FINISH GRADE 1/2" BELOW TOP SURFACE OF EDGING
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UNDISTURBED SOIL
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LAWN OR GROUND COVER
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ALUMINUM LANDSCAPE EDGING 1/8" X 4"
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MULCH 3" DEPTH FOR SHRUBS AND
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2" DEPTH FOR GROUND COVER
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FILTER FABRIC (NO FABRIC UNDER
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GROUND COVER)
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Metal Edging Detail
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Not To Scale
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7
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PLANTING MIXTURE
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9" DEPTH SETTING LAYER OF 50% PLANTING MIXTURE TILLED INTO EXISTING SOIL AND COMPACTED
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3" MULCH - FORM SAUCER AROUND SHRUB
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Not To Scale
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Shrub Planting Detail
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5
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PLANTING SOIL MIX, TREAT WITH MYCHORRIZAL INOCULANT DURING BACKFILLING
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SET TREE BALL ON 6" HIGH COMPACTED MOUND WITH ROOT FLARE AT OR SLIGHTLY ABOVE FINISH GRADE.
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IMPORTANT NOTE: SET TOP OF ROOTBALL OR ROOT FLAIR AT OR SIGHTLY ABOVE FINISHED GRADE
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TREE WRAP TO FIRST BRANCH
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3" MULCH - FORM SAUCER
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REMOVE BURLAP,WIRE BASKET, AND ALL TWINE OR ROPE FROM TOP 1/3 OF ROOT BALL
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Tree Planting Detail
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Not To Scale
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4
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SCALE IN FEET
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30
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20
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10
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0
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North
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Site Landscape Plan
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Picea glauca 'Densata'
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Pg
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Black Hills Spruce
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6-8' Ht.
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B&B
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EVERGREEN
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TREES
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PERENNIALS
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Clethra alnifolia 'Hummingbird'
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Hummingbird Summersweet
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3' Ht.
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B&B
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Cah
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3' O.C.
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Amelanchier candensis 'Autumn Brilliance'
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Serviceberry
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6-8' Ht.
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B&B
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Ac
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1 Gal.
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Pennisetum orientale 'Karley Rose'
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Oriental Fountain Grass
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30" O.C.
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Cont.
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Pok
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1 Gal.
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Sporobolus heterolepis 'Tara'
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Dwarf Prairie Dropseed
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24" O.C.
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Cont.
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Sh
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Walker's Low Catmint
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Nepeta x faassenii 'Walker's Low'
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3' O.C.
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1 Gal.
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Nfw
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Cont.
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1 Gal.
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Agastache x 'Blue Fortune'
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Blue Fortune Anise Hyssop
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18" O.C.
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Cont.
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Ab
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Echinacea 'Pixie Meadowbrite'
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Pixie Meadowbrite Purple Coneflower
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1 Gal.
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Ep
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Cont.
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12' O.C.
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1 Gal.
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Festuca glauca 'Boulder Blue'
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Boulder Blue Fescue
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10" O.C.
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Cont.
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Fg
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Juniperous sabina 'Arcadia'
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Arcadia Juniper
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2' Spread
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B&B
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4' O.C.
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Js
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GRASSES
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SEE PLANTING PLAN FOR PLANT SPACING
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PREPARED SOIL
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2" SHREDDED HARDWOOD MULCH
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SET PLANTS AT SAME DEPTH AS GROWN IN CONTAINER
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NOTE: ALL PLANTS SHALL BE INSTALLED WITH TRIANGULAR SPACING.
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Not To Scale
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Perennial Planting Detail
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6
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L1.0
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Scale: 1"=20'-0"
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Black Eyed Susan
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Rudbeckia fulgida 'Goldsturm'
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3' O.C.
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1 Gal.
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Rfg
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Cont.
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Evergreen Tree Planting Detail
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3" MULCH-FORM SAUCER AROUND TREE
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PLANTING SOIL MIX, TREAT WITH MYCHORRIZAL INOCULANT DURING BACKFILLING
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REMOVE BURLAP FROM TOP 1/3 OF BALL & ALL TWINE OR ROPE
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IMPORTANT NOTE: SET TOP OF ROOTBALL OR ROOT FLAIR AT OR SIGHTLY ABOVE FINISHED GRADE
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SET TREE BALL ON 6" HIGH COMPACTED MOUND WITH ROOT FLARE AT OR SLIGHTLY ABOVE FINAL GRADE.
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Not To Scale
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3
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TOP OF ROOT FLARE
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TREE HEIGHT MEASUREMENT BEGINS AT TOP OF ROOT FLARE
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SEE TREE HT. DETAIL
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TOP OF LEADER
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EQUAL
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SPECIFIED TREE HEIGHT
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EQUAL
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UPPERMOST WHORL
Page 8: 350 East Michigan Avenue, Suite #415 - Greenville Michigangreenvillemi.org/wp-content/uploads/2020/01/GHP_Bid-Set.pdf · DURING CONSTRUCTION EXISTING SIGN TO REMAIN EXISTING POWER

CITY HALL BUILDING

S. LAFAYETTE ST.

1 "1/4

1QCV

REMOVE EXISTING CONTROLLER AND RETURNTO THE OWNER. REPLACE WITH PROPOSEDNEW CONTROLLER, RE-USE EXISTING 120VPOWER.

P.O.C.

1-11 "1/4

1 "1/4

1 "1/4

1 "1/4

1 "1/4

1-2

1-3 1-4

1-71-61-5

ZONE NUMBER

#18/6 UL APPROVED 24V MULTI-STRAND WIRE (ONE RUN FROM CONTROLLER TO EACH END OF MAINLINE)

INSTALLATION SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR.

2. ALL PLUMBING AND ELECTRICAL SHALL BE INSTALLED ACCORDING

5. IRRIGATION CONTRACTOR'S POINT OF CONNECTION SHALL BE IMMEDIATELY

6. 115V POWER INTO CONTROLLER IS EXISTING.

3. ALL SLEEVES SHALL BE 4" PVC 160# (UNLESS OTHERWISE SPECIFIED). SLEEVE

100# POLYETHYLENE PIPE (PE-3408 NSF APPROVED) (ALL PIPE DOWNSTREAM OF VALVE 1-1/4" AND SMALLER)

UNIT MUST BE TESTED AND REPAIRED IF NEEDED.

TORO CUSTOM COMMAND CONTROLLER

TORO 1" ELECTRIC VALVE

TORO 1" QUICK COUPLER VALVE

WATER REQUIREMENTS: 13 GPM @ ? PSI AT THE P.O.C.

(VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE). 7. CONTROLLER AND RAINSWITCH SHALL BE MOUNTED AT LOCATION SHOWN ON PLAN

4. ALL PIPE NOT SIZED DOWNSTREAM OF VALVE IS 1".

DOWNSTREAM OF EXISTING PRESSURE VACUUM BREAKER.

SYMBOL

TO STATE AND LOCAL CODES.

1. COORDINATE THIS WORK WITH ALL OTHER TRADES.

EXISTING 1-1/2" FEBCO PRESSURE

GENERAL NOTES:

POINT OF CONNECTION (P.O.C.)

PVC 160# PIPE (ALL 1-1/4" MAINLINE)

NOT SHOWN

CCM12

EZF-26-04

474-00

LEGEND

STATION NUMBER

CONTROLLER NUMBER

1-1

ZONE NUMBER VALVE SIZE GPM ZONE TYPE

15'-MPR SERIES

VERIFY HEIGHT OF INSTALLATION IS TO CODE.

9. IF SITE PRESSURE IS NOT ADEQUATE, A BOOSTER PUMP AND RELATED EQUIPMENT

#1.5 LOW ANGLE NOZZLE

1W/TWRS RAIN SWITCH

MAY BE REQUIRED AT ADDITIONAL COST TO OWNER.

12 STATION

12'-MPR SERIES

10'-MPR SERIES

8'-MPR SERIES

5'-MPR SERIES

TVAN-12 NOZZLE

570Z-4P TVAN-12 NOZZLE

TORO FIXED SPRAY POP-UP (4")TVAN-15 NOZZLE570Z-4P

8'-MPR SERIES

10'-MPR SERIES

570Z-4P 15'-MPR SERIES

570Z-4P

570Z-4P

TORO FIXED SPRAY POP-UP (4")

TORO FIXED SPRAY POP-UP (4")

TORO FIXED SPRAY POP-UP (4")

TORO FIXED SPRAY POP-UP (4")

TORO FIXED SPRAY POP-UP (12")

TORO FIXED SPRAY POP-UP (12")

TORO FIXED SPRAY POP-UP (12")

TORO FIXED SPRAY POP-UP (12")

TORO FIXED SPRAY POP-UP (12")

TORO FIXED SPRAY POP-UP (12")

QCV

10. IRRIGATION PIPE AND EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY AND SHALL BE INSTALLED WITHIN THE TURF & LANDSCAPE AREAS.

11. PIPE ROUTING IS DIAGRAMMATIC. ALL EQUIPMENT AND PIPE ARE TO BE FIELD ADJUSTED TO TAKE INTO CONSIDERATION ANY OBSTRUCTIONS AND ALL LANDSCAPE.

W/(1) KEY AND HOSE SWIVEL

8. IRRIGATION CONTRACTOR SHALL ADJUST THE FLOW CONTROL FEATURE ON ALL ELECTRIC VALVES PER THE MANUFACTURER'S RECOMMENDATIONS TO MAXIMIZE THE VALVES PERFORMANCE AND LONGEVITY.

1-1 1" 13 TURF ROTORS1-2 1" 9 TURF ROTORS1-3 1" 12 TURF SPRAYS1-4 1" 10 LANDSCAPE SPRAYS1-5 1" 13 TURF ROTORS1-6 1" 6 LANDSCAPE SPRAYS1-7 1" 4 LANDSCAPE SPRAYS

TORO GEAR DRIVEN ROTARY POP-UPT5PCK (P/C)

570Z-12P

570Z-12P

570Z-12P

570Z-12P

570Z-12P

570Z-12P

12. NOTE: ALL REFERENCES TO EXISTING IRRIGATION SYSTEMS AND THEIR COMPONENTS ARE BASED ON ORIGINAL BID DOCUMENTS AND AS-BUILTS (IF AVAILABLE). IRRIGATION CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH EXISTING IRRIGATION SYSTEM(S) PRIOR TO INSTALLATION OF ANY NEW IRRIGATION.

VACUUM BREAKERADJUST AS REQUIRED.

Fax (269) 381-2944Phone (269) 381-3357

Kalamazoo, Michigan 49007350 East Michigan Avenue, Suite #415

Landscape Architecture

Campus & Institutional PlanningParks & Recreation

Urban Planning

Camp Planning & Design

1 Site Irrigation Plan

FOR ITS CORRECTNESS.ARCHITECT AND/OR OWNER WHO ASSUMES FULL RESPONSIBILITYTHIS DESIGN IS BASED ON INFORMATION PROVIDED BY THE

Design By:

Revisions:Date:Plan #:

CUMMINGS, C.I.D.19-067C6-12-19

Sparta, MI 49345

800.822.2216

248.373.8800248.373.8899

616.887.6288616.887.7301

Auburn Hills, MI 483261050 Opdyke Road

Fax: Ph:

Fax:Ph:

487 W. Division St.

Know what's below.before you dig.Call

R

SM

EZ-FLO SERIES VALVE DETAILNOT TO SCALE

MODEL NO. EZF-26-04AND WIRED SOLENOID

SEE LEGEND.

PVC MAIN LINELENGTH AS REQUIRED

PVC ELBOW (TYP.)

CONTINUOUS BRICK SUPPORTS

PVC TEE OR ELBOW (TYP.)

SEE SPECS. FOR DEPTH

PVC MALE ADAPTER (TYP.)

SERVICE COIL AND WATERPROOF

VALVE W/ FLOW CONTROL

POLY LATERAL LINE

FINISHED GRADE

VALVE BOX & COVER

CONTROL WIRES WITH 12'' MIN.

WIRE SPLICE CONNECTORS

TORO FxF REMOTE CONTROL

SEE SPECS. FOR DEPTH

LANDSCAPE FABRIC -DUCT TAPE EDGES TOSIDES OF VALVE BOX

570Z INSTALLATION DETAILNOT TO SCALE

PIPE

FITTING

(570Z-4P ONLY)

W/ POSITIVE SPRING SPRAY SPRINKLERTORO 570 SERIES FIXED

RETRACTION

BARBED ELL(2 PLACES)

4" POP-UP

FINISH GRADE

POP-UP SPRAY HEAD WITH RETRACTION FLUSHING TO CLEAR DEBRISFOR RELIABLE POP-DOWN, LOW PRESSURE SEALING AT 15 PSI.RATCHETING RISER, MATCHED PRECIPITATION RATE (MPR) NOZZLESAND OPTIONAL CHECK-O-MATIC CHECK VALVE ELIMINATESLOW HEAD DRAINAGE.

FLEXIBLE TUBING

PIPEBARBED ELL

570 HIGH-POP INSTALLATION DETAILNOT TO SCALE

TORO 570 SERIES FIXED

W/ POSITIVE SPRING RETRACTION

SPRAY SPRINKLER

(570Z-12P ONLY)12" POP-UP

FINISH GRADE

POP-UP SPRAY HEAD WITH RETRACTION FLUSHING TO CLEAR DEBRISFOR RELIABLE POP-DOWN, LOW PRESSURE SEALING AT 15 PSI.RATCHETING RISER, MATCHED PRECIPITATION RATE (MPR) NOZZLESAND OPTIONAL CHECK-O-MATIC CHECK VALVE ELIMINATESLOW HEAD DRAINAGE.

6" POP-UP(570Z-6P ONLY)

SIDE INLET OPTIONON 6" OR 12" MODELS

FLEXIBLE TUBING

BARBED ELL

WIDER THAN 6'WALKS/DRIVES

MAX. 24"MIN. 18"

MIN. 12"MAX. 36"

MIN. 12"

MIN. 12"MAX. 24"

MAX. 36"

ROAD/WALKSURFACE

WALKS 6' WIDEOR LESS

SLEEVE INSTALLATION DETAIL (NO CURB)NOT TO SCALE

(OR AS SPECIFIED)PVC 160# PIPE

SIZE AS NOTED

SECTION/ELEVATIONFRONT

SEE SPECS.

48''-64''

2

SECTION/ELEVATIONRIGHT-SIDE

CODES

MODEL NO. CC-M-XX

LOCAL AND NATIONAL

1/2'' CONDUIT FOR ELECTRICALPOWER CONDUCTORS PER

CLAMPS

WALL

TORO CUSTOM COMMAND

OF STATIONS

IRRIGATION CONTROLLER

SEE PLAN FOR NUMBER

ANCHOR SECURELY TO

REMOTE CONTROL VALVES

FINISHED SURFACE

APPROPRIATE PIPESECURE TO WALL WITHAND SENSOR WIRES

4

3

4

3

2

1

2'' CONDUIT FOR

TORO CUSTOM COMMAND CONTROLLERNOT TO SCALE

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15V
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15V
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12V
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12V
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12V
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12V
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12V
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15V
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12V
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12V
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6-10-19
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Issued For:
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OWNER REVIEW
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Project:
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Heritage Park Improvements
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Date
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Sheet Title
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Job No.
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51902
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Sheet No.
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Greenville, Michigan
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HARD COPY IS INTENDED TO BE 24"X36" WHEN PLOTTED. SCALE(S) INDICATED AND GRAPHIC QUALITY MAY NOT BE ACCURATE FOR ANY OTHER SIZES.
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6-17-19
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OWNER REVIEW
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8-16-19
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FOR BIDDING
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Scale: 1"=10'-0"
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SCALE IN FEET
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30
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20
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10
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0
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North
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Site Irrigation Plan
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Spartan
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Distributors
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R
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G
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G
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G
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00002791
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M
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M
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O
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C
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