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Boundary & Topographical information was prepared by
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verified as to its accuracy or completeness by Rehder
& Associates, Inc.
EXISTING PARKING STALLS
STANDARD STALLS ACCESSIBLE STALLS
3
POST CONSTRUCTION PARKING STALLS
STANDARD STALLS ACCESSIBLE STALLS
68 3
LEGEND
0 PROPOSED CONCRETE
0 PROPOSED BITUMINOUS
BOUNDARY/ROW/BLOCK LINE
BUILDING/PARKING SETBACK LINE
0 10 20 40 60
Scale in Feet
TOTAL
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TOTAL
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SHEET NUMBER
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Top 950.46
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Boundary & Topographical information was prepared by
Pioneer Engineering. This information has not been
verified as to its accuracy or completeness by Rehder
& Associates, Inc.
Paint
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BEGIN B61
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19 \
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P - Passengger Car \
Overall Length 19.000ft
Overall Width 7.000ft \
Overall Body Height 4.300ft
Min Body Ground Clearance 1.115ft \
Track Width 6.000ft '
Lock -to -lock time 4.00s \
Max Steering Angle (Virtual) 31.60°
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PROPOSED DRIVE-THRU WINDOW
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BEGIN B612 C&G--1 \ \ \\ \ •: \ \\ \ \
DEMOLITION NOTES
QQ - Remove bituminous pavement
2Q - Remove concrete pavement
0 - Remove curb & gutter
® - Remove light pole
LEGEND
0 PROPOSED BITUMINOUS TO BE REMOVED
0 PROPOSED CONCRETE TO BE REMOVED
PROPOSED CONCRETE
0 PROPOSED BITUMINOUS
BOUNDARY/ROW/BLOCK LINE
BUILDING/PARKING SETBACK LINE
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SHEET NUMBER
SITE DEMOLITION PLAN
SITE DIMENSION PLAN
0 5 10 20 30
Scale in Feet
C1
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950.8
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951.3
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• Top 950.11 MAT
PATCH BITUMINOUS ADJACENT TO NEW
GUTTER AS REQUIRED MATCHING THE
EXISTING PAVEMENT SECTION
7
HDPE INSERT BASKETS
SHOWN W/OUT FILTER B
400 MICRON FILTER BAG
REQUIRED INSIDE BASKE
2X3 HDPE FRAME INSERI
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C2
HDPE INSERT BASKETS
SHOWN W/OUT FILTER E
400 MICRON FILTER BAC
REQUIRED INSIDE BASKE
2X3 HDPE FRAME IP
EMERGENC
NOTE: USE THIS TYPE OF INLET PROTECTION AFTER THE CASTING IS INSTALLED.
INLET PROTECTION
(INFRASAFE OR EQUAL)
Note: Curb type B612 shown; similar for other curb types.
NO SCALE
FINISHED GRADE
TOOLED CONTROL JOINT ® 5' MAX.
UNLESS NOTED OTHERWISE
APPROVED JOINT SEALANT-7 CONCRETE 7
3/4" CHAMFER
4" - SAND BASE __J
COMPACTED SUBGRADE
1/2" PRE -FORMED EXPANSION JOINT
30' OC MAXIMUM OR AS OTHERWISE
SHOWN ON PLANS. ALSO INSTALL
WHERE WALK ABUTS FIXED OBJECTS.
4"
3
CURB & GUTTER BEAVERTAIL
4
CONCRETE SIDEWALK
C2
NO SCALE
C2
NO SCALE
GRADING NOTES
1❑ -All elevations shown are to final surfaces.
2❑ - Proposed bituminous shall match existing pavement section.
EROSION CONTROL NOTES
T1 - All erosion control measures shown shall be installed prior to grading operations and maintained
until all areas disturbed have been restored.
T - Sweep paved public streets as necessary where construction sediment has been deposited.
T - Each area disturbed by construction shall be restored per the specifications within 14 days after
the construction activity in that portion of the site has temporarily or permanently ceased.
®- Excess concrete/water from concrete trucks shall be disposed of in portable washout
concrete basin or disposed of in a contained area.
LEGEND
0
PROPOSED CONCRETE
0
PROPOSED BITUMINOUS
• 1o23.s4
PROPOSED ELEVATION
loco
PROPOSED CONTOUR
p-
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INLET PROTECTION DEVICE
BOUNDARY/ROW/BLOCK LINE
980
EXISTING CONTOUR
X 995.50
EXISTING ELEVATION
BUILDING/PARKING SETBACK LINE
N
0 5 10 20 30
01
Scale in Feet
3/4"
0
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BASE FACE OF CURB m Ln L LO
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Note: Where contours indicate, ignore 0.75"/ft slope indicated above W
and match adjoining pavement slope to prevent gutter from "ponding". ' p
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2 B612 CONCRETE CURB & GUTTER
C2 NO SCALE _ co
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SPECIFICATIONS `W a " Or
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GENERAL c z o
I. GENERAL v m c
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A. Before construction begins, the Contractor will contact all utility companies, both public and private and have them locate all O O E
utilities within the construction limits. U O 0
B. The Contractor shall be responsible for arranging all required inspections with the governing authority that has jurisdiction over the 0 4; Q
work that is to be performed. 0 -0(DN
C. The Contractor shall stay within the construction limits unless approved otherwise by the Owner and or Engineer. Construction limits
are defined by the property boundary unless shown different on the plan. �>, E 4) 00
D. The Contractor shall be responsible for protecting all existing structures, utilities, trees, etc. from damage during construction. L J { p
E. The Contractor shall be responsible for correcting any damage (at Contractor's expense). U -Ov >, p U
F. Any discrepancies found on the site that affect the proposed work shall be reported to the Owner and/or Engineer before the j '75 a 3 Z
completion of any additional work. L
G. No soils report provided. Subgrade soils assumed adequate for the proposed construction. 2! 0 v O W
(D
SITE CLEARING E - Z
I. GENERAL
A. Remove shrubs, grass, and other vegetation or obstructions, as required, to permit installation of improvements shown on the
Plans. cV N
II. EXECUTION
A. Topsoil shall be stripped from disturbed areas and stockpiled in piles not exceeding 8-feet in depth. 001
7
B. Remove all back dirt and unsuitable material from under drives and roadways within 3-feet of final pavement subgrade.
C. Remove all waste materials and unsuitable or excess topsoil from Owner's property.
GRADING, EROSION CONTROL, AND TURF ESTABLISHMENT
I. GENERAL
A. All grading, erosion control and turf establishment shall be according to the materials, workmanship, and other applicable
requirements of the Minnesota Department of Transportation "Standard Specifications for Construction", latest edition, unless
otherwise specified.
B. All erosion control measures shown on the plans must be installed prior to commencement of grading operations and maintained
until all areas altered on the site have been restored.
C. All areas disturbed by construction shall be restored with seed and disked mulch, sod, wood fiber blanket, or be hard surfaced
within two weeks of substantial completion of construction. N
D. Provide approved borrow soil materials from off -site when sufficient approved soil materials are not available from excavations. Z
Remove all excess and unsatisfactory material from the site. j
E. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, U
undermining, washout, and other hazards created by earthwork operations. 00
F. Compaction shall not be less than the following percentages of maximum dry density according to ASTM D 698: W
i. Under structures, building slabs, steps, and pavements, compact the top 12 inches below subgrade and each layer of backfill or fill a 0
material at 100 percent maximum dry density.
ii. Under walkways, compact the top 6 inches below subgrade and each layer of backfill or fill material at 100 percent maximum dry LL_0 =3
density. N
iii. Under lawn or unpaved areas, compact the top 6 inches below subgrade and each layer of backfill or fill material at 95 percent Z
0
maximum dry density. U
G. Grades as shown on the plan are to finished grade.
H. Backfill trenches involving utilities under building slabs to be designed by Others (per their requirements).
II. PRODUCTS
A. Satisfactory soils include ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, and SM; free of rock or gravel larger than
2-inches in any dimension, debris waste, frozen materials, vegetation and other deleterious matter.
B. Unsatisfactory soils include ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT.
C. All backfill and fill materials must be satisfactory soil materials.
D. Topsoil shall be per ASTM D 5268, free of stones 1" or larger.
E. Subbase and base material must be a naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and
natural or crushed sand meeting MNDOT Specifications for Class 5 gravel.
F. See landscape plan for restoration of green areas.
III.EXECUTION
A. Provide erosion control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne
dust to adjacent properties and walkways.
B. Place inlet protection devices in catch basins and maintain until all areas disturbed have been restored.
BITUMINOUS PAVEMENT
I. GENERAL
A. Provide hot -mix asphalt pavement according to the materials, workmanship, and other applicable requirements of the Minnesota
Department of Transportation "Standard Specifications for Construction", latest edition, unless otherwise specified
B. Conform to applicable standards of authorities having jurisdiction for asphalt paving work on public property.
II. PRODUCTS J A. Use coarse and fine aggregate materials and gradations that have performed satisfactorily in previous installations.
B. Provide a base and wear course as indicated on the plan unless otherwise specified.
C. Provide a tack coat as indicated on the plan unless otherwise specified. ! ^ J >
III.EXECUTION Q
A. Verify that the subgrade is dry and in suitable condition to support paving and imposed loads. Z C)T
B. The Contractor shall furnish a tandem truck loaded with a minimum of 14-tons to check the completed subgrade and/or _ Q Z aggregate base for soft spots prior to placement. Q
C. Machine place hot -mix asphalt on prepared surface, spread uniformly, and strike off. Place asphalt mix by hand to areas cj:� Z 7 Q
inaccessible to equipment in a manner that prevents segregation of mix. Place each course to required grade, cross section, and Q O L
thickness, when compacted.
D. Begin compaction as soon as placed hot -mix paving will bear roller weight without excessive displacement. ( 1
E. Provide an average density of 96 percent of reference laboratory density according to ASTM D 1559, but not less than 94 percent
nor greater than 100 percent iV,�
F. Tolerances: Base course thickness shall be plus or minus 0.5-inches and surface course shall be plus or minus 0.25-inches. Z O O
PORTLAND CEMENT CONCRETE PAVEMENT Q - 4
I. GENERAL � O
A. Provide Portland cement concrete pavement for roads, curbs, walks and exterior slabs according to the materials, workmanship, and 0 other applicable requirements of the Minnesota Department of Transportation "Standard Specifications for Construction", latest edition, V v
unless otherwise specified.
II. PRODUCTS
A. Portland cement concrete for curb and gutter and sidewalk shall be 4000 psi, 28-day compressive strength, 5.0% air entrainment, U
and 3-inch slump.
S. Curing compound shall be solvent -borne, liquid membrane -forming ASTM C309, Type I or approved equal.
III. EXECUTION
A. The Contractor shall furnish a tandem truck loaded with a minimum of 14-tons to check the completed subgrade and/or
aggregate base for soft spots prior to pavement placement.
B. Comply with requirements and with ACI 304R for measuring, mixing, transporting, and placing concrete.
C. Preformed expansion joints using 0.5-inch thickness shall be placed at each end of curb radius, at intersections, and
approximately every 200-feet. SHEET NUMBER
D. Contraction joints shall be placed at minimum 10-foot intervals in the curb and gutter and at 5-foot for walks.
E. Provide a medium to fine broom finish perpendicular to traffic flow.
F. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures using moisture curing,
moisture -retaining -cover curing, curing compound or a combination of these. C2