09.d4 Tennis Court Reconstruction Bid Set 2024-06-18M
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NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS
PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR
TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE
LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR
651-454-0002.
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS
UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS
UTILITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD
GUIDELINE FOR INVESTIGATING AND DOCUMENTING
EXISTING UTILITIES".
PROJECT LOCATION
PROJECT LIMITS
MAP LEGEND
SHEET NUMBER SHEET TITLE
GENERAL
G0.01 TITLE SHEET
G0.02 LEGEND
G1.01 STATEMENT OF ESTIMATED QUANTITIES
CIVIL
C0.01 - C0.03 EXISTING CONDITIONS & REMOVALS PLAN
C1.01 - C1.02 DETAILS
C2.01 - C2.03 EROSION CONTROL PLAN
C5.01 - C5.03 UTILITY & GRADING PLAN
C6.01 - C6.05 GEOMETRIC PLAN
C7.01 - C7.04 FINISHING PLAN
THIS PLAN SET CONTAINS 23 SHEETS.
FEETSCALE
0 40002000
PAVEMENT REMOVAL, DRAINAGE IMPROVEMENTS,
TENNIS/PICKLEBALL COURT RECONSTRUCTION
MAP OF THE
CITY OF SCANDIA
WASHINGTON COUNTY, MN
CITY OF SCANDIA
CONSTRUCTION PLANS FOR
2024 TENNIS COURT
RECONSTRUCTION PROJECT
JUNE, 2024
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
G0.01GENERAL
TITLE SHEET
SUITABLE MATERIAL
STOCKPILE SITE
CONCRETE
GRAVEL
HATCH PATTERNS
GRADING INFORMATION
952
950
952
950
1:4
BITUMINOUS
F F F F
E E E E
G G G GXXXXXX
STORM SEWER RECTANGULAR CASTING
STORM SEWER CIRCULAR CASTING
STORM SEWER FLARED END / APRON
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
WATER BEND
PROPOSED TOPOGRAPHIC SYMBOLS
CLEANOUT
LIFT STATION
RIP RAP
OE OE OE OE
C C C C
DRAINAGE FLOW
ABBREVIATIONS
A ALGEBRAIC DIFFERENCE
ADJ ADJUST
ALT ALTERNATE
B-B BACK TO BACK
BIT BITUMINOUS
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICE
BR BEGIN RADIUS
BV BUTTERFLY VALVE
CB CATCH BASIN
C&G CURB AND GUTTER
CIP CAST IRON PIPE
CIPP CURED-IN-PLACE PIPE
CL CENTER LINE
CL.CLASS
CLVT CULVERT
CMP CORRUGATED METAL PIPE
C.O.CHANGE ORDER
COMM COMMUNICATION
CON CONCRETE
CSP CORRUGATED STEEL PIPE
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWY DRIVEWAY
E EXTERNAL CURVE DISTANCE
ELEC ELECTRIC
ELEV ELEVATION
EOF EMERGENCY OVERFLOW
ER END RADIUS
ESMT EASEMENT
EX EXISTING
FES FLARED END SECTION
F-F FACE TO FACE
FF FINISHED FLOOR
F&I FURNISH AND INSTALL
FM FORCEMAIN
FO FIBER OPTIC
F.O.FIELD ORDER
GRAN GRANULAR
GRAV GRAVEL
GU GUTTER
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HH HANDHOLE
HP HIGH POINT
HWL HIGH WATER LEVEL
HYD HYDRANT
I INVERT
K CURVE COEFFICIENT
L LENGTH
LO LOWEST OPENING
LP LOW POINT
LT LEFT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MR MID RADIUS
NIC NOT IN CONTRACT
NMC NON-METALLIC CONDUIT
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
OHW ORDINARY HIGH WATER LEVEL
PC POINT OF CURVE
PCC POINT OF COMPOUND CURVE
PE PERMANENT EASEMENT
PED PEDESTRIAN, PEDESTAL
PERF PERFORATED PIPE
PERM PERMANENT
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE PIPE
PVMT PAVEMENT
R RADIUS
R/W RIGHT-OF-WAY
RCP REINFORCED CONCRETE PIPE
RET RETAINING
RSC RIGID STEEL CONDUIT
RT RIGHT
SAN SANITARY SEWER
SCH SCHEDULE
SERV SERVICE
SHLD SHOULDER
STA STATION
STD STANDARD
STM STORM SEWER
TC TOP OF CURB
TE TEMPORARY EASEMENT
TEMP TEMPORARY
TNH TOP NUT HYDRANT
TP TOP OF PIPE
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VPC VERTICAL POINT OF CURVE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENT
WM WATERMAIN
AC ACRES
CF CUBIC FEET
CV COMPACTED VOLUME
CY CUBIC YARD
EA EACH
EV EXCAVATED VOLUME
LB POUND
LF LINEAR FEET
LS LUMP SUM
LV LOOSE VOLUME
SF SQUARE FEET
SV STOCKPILE VOLUME
SY SQUARE YARD
UNDERGROUND FIBER OPTIC
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGROUND COMMUNICATION
OVERHEAD ELECTRIC
OVERHEAD COMMUNICATION
OVERHEAD UTILITY
953.53
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED GRADING LIMITS / SLOPE LIMITS
PROJECT LIMITS
PROPOSED SPOT ELEVATION
RISE:RUN (SLOPE)
OC OC OC OC
OU OU OU OU
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
STA:5+67.19
980.87
NOTE:
EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE CALL, 1-800-252-1166 OR
651-454-0002.
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS
DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING
EXISTING UTILITIES".
UTILITIES IDENTIFIED WITH A QUALITY LEVEL :
LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL
EXAMPLE: UNDERGROUND GAS, QUALITY LEVEL A
UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-22.
UTILITY QUALITY LEVELS:
QUALITY LEVEL D: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS.
RECORDS MAY INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES,
CONSTRUCTION PLANS, ETC.
QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND-HOLES, UTILITY VALVES AND
METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO
CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES.
QUALITY LEVEL B: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND
COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS.
QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN
QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND
PROFILE INFORMATION.
G-A G-A
||||||||||||
>>>>>>
>>>>>>>>>>>>
l l l l l l
l l l l l l l l l l l l
EXISTING UTILITY LINES
l l l l l l l l l l
>>>>>
>>>>>>>>>>>>>>>>>>>>
>>>>>>>>
l l l l l l
l l l l l l l l l l l l
PROPOSED UTILITY LINES
>>>>>
>>>>>>>>>>
>>>>>>>>>>>>
BENCHMARK LOCATION
MONUMENT FOUND
CAST IRON MONUMENT
CONTROL POINT
>>>>>>>>>>>>>>>>>>>>
SURVEY LINES
o o o CONTROLLED ACCESS
BOUNDARY
CENTERLINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK LINE
SECTION LINE
BUSH LINE
TREE LINE
GUARD RAIL
FENCE-DECORATIVE
FENCE
RETAINING WALL
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
PIPE CASING
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
WATER TEE
WATER CROSS
WATER SLEEVE
WATER CAP / PLUG
WATER VALVE
EXISTING TOPOGRAPHIC LINES
QUARTER LINE
SIXTEENTH LINE
TRAFFIC SIGNS
TEMPORARY EASEMENT
STONE MONUMENT
TRENCHLESS PIPE (PLAN VIEW)
TRENCHLESS PIPE (PROFILE VIEW)
EXISTING TOPOGRAPHIC SYMBOLS EXISTING PRIVATE UTILITY LINES
BENCH
BUSH
CATCH BASIN CIRCULAR CASTING
CURB STOP
CATCH BASIN RECTANGULAR CASTING
SIGNAL CONTROL CABINET
CLEAN OUT
DRINKING FOUNTAIN
FLARED END / APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
MAILBOX
MANHOLE-HEAT
MANHOLE-ELECTRIC
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATION
MANHOLE-UTILITY
PEDESTRIAN PUSH BUTTON
PEDESTAL-ELECTRIC
PEDESTAL-COMMUNICATION
VALVE POST INDICATOR
PARKING METER
LIGHT POLE
POLE-UTILITY
POST
PICNIC TABLE
RAILROAD SIGNAL POLE
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SIGN TRAFFIC
WATER SPIGOT
IRRIGATION SPRINKLER HEAD
IRRIGATION VALVE BOX
TREE STUMP
TELEPHONE BOOTH
TRANSFORMER-ELECTRIC
TREE-DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE
WETLAND
WELL
TREE-CONIFEROUS
GUY WIRE ANCHOR
LIFT STATION
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
CULVERT END
SOIL BORING
TRAFFIC ARM BARRIER
VENT PIPE
TILE INLET
TILE RISER
SIREN
DRIVE-THRU MICROPHONE
METER
ACCESS GRATE
FILL PIPE
DOWN SPOUT
BIRD FEEDER
ANTENNA
AIR CONDITION UNIT
UTILITY MARKER
VALVE VAULT
WET WELL
YARD HYDRANTY
BARRICADE PERMANENT
TILE OUTLET
SURVEY SYMBOLS
PAVEMENT MARKING
AUTO SPRINKLER CONNECTION
WETLAND DELINEATED MARKER
BOLLARD
VAULT
WW
ELECTRIC CAR CHARGE STATIONEV
H
F
CLVT
CO
B
B
AC
CP
L
C
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D
W
MANHOLE-RECLAIMED WATERW
M
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P
Y
WW
WS
V
V
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TRASH
TILE
G
WR WR WR WR WR WR RECLAIMED WATER
SHEET
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P
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
G0.02GENERAL
LEGEND
STATEMENT OF ESTIMATED QUANTITIES
ITEM NO.BMI SPEC NO.ITEM NOTES UNIT TOTAL
QUANTITY
ALTERNATE 1: CONSTRUCT COMMUNITY CENTER TENNIS COURT ADD-ON
35 31 11 00 GRUBBING (1)LUMP SUM 1
36 31 20 00 COMMON EXCAVATION - UNSUITABLE MATERIAL (EV) (P)CU YD 550
37 31 20 00 SELECT GRANULAR BORROW (MODIFIED)CU YD 530
38 32 11 23 AGGREGATE BASE, CLASS 5 TON 290
39 33 41 00 6" PERF PVC PIPE DRAIN LIN FT 190
40 33 41 00 6" PVC CLEANOUT EACH 2
41 01 57 13 SILT FENCE, TYPE MACHINE SLICED LIN FT 80
42 32 92 00 TURF RESTORATION, SEED MIXTURE (25-131), AND BLANKET CAT 15 SQ YD 60
43 32 91 19.13 SALVAGE AND RESPREAD EXISTING TOPSOIL LUMP SUM 1
44 32 12 16.36 TENNIS COURT PAVEMENT (2,C)TON 150
45 32 12 16.36 BITUMINOUS MATERIAL FOR TACK COAT GAL 60
46 32 18 23.53 SAW CUT & SEAL JOINT LIN FT 180
47 32 18 23.53 ACRYLIC SURFACING TENNIS COURT SQ YD 790
48 32 31 13 CONCRETE MAINTENANCE STRIP LIN FT 130
49 32 31 13 6' HT. GALVANIZED CHAIN LINK FENCE LIN FT 60
50 32 31 13 10' HT. GALVANIZED CHAIN LINK FENCE LIN FT 130
51 32 31 13 NET, POSTS AND ANCHORS EACH 4
STATEMENT OF ESTIMATED QUANTITIES
ITEM NO.BMI SPEC NO.ITEM NOTES UNIT TOTAL
QUANTITY
ALTERNATE 2: RECONSTRUCT BARTON JOHNSON PARK TENNIS COURT RECONSTRUCTION
52 01 71 13 MOBILIZATION LUMP SUM 1
53 02 41 13 REMOVE NET POST EACH 2
54 02 41 13 REMOVE BITUMINOUS PAVEMENT SQ YD 790
55 02 41 13 REMOVE FENCE LIN FT 360
56 02 41 13 SALVAGE AND REINSTALL BENCH EACH 2
57 31 20 00 COMMON EXCAVATION - UNSUITABLE MATERIAL (EV) (P)CU YD 660
58 31 20 00 SELECT GRANULAR BORROW (MODIFIED)CU YD 530
59 32 11 23 AGGREGATE BASE, CLASS 5 TON 290
60 33 41 00 6" PERF PVC PIPE DRAIN LIN FT 160
61 33 41 00 6" PVC CLEANOUT EACH 1
62 32 16 23.13 6" CONCRETE PEDESTRIAN RAMP SQ FT 180
63 32 16 23.13 TRUNCATED DOMES SQ FT 12
64 01 57 13 STABILIZED CONSTRUCTION EXIT EACH 1
65 01 57 13 SILT FENCE, TYPE MACHINE SLICED LIN FT 350
66 01 57 13 STORM DRAIN INLET PROTECTION EACH 1
67 32 92 00 TURF RESTORATION, SEED MIXTURE (25-131), AND BLANKET CAT 15 SQ YD 320
68 32 91 19.13 SALVAGE AND RESPREAD EXISTING TOPSOIL LUMP SUM 1
69 01 55 26 TRAFFIC CONTROL LUMP SUM 1
70 32 12 16.36 TENNIS COURT PAVEMENT (2,C)TON 140
71 32 12 16.36 BITMINOUS MATERIAL FOR TACK COAT GAL 60
72 32 18 23.53 SAW CUT & SEAL JOINT LIN FT 60
73 32 18 23.53 ACRYLIC SURFACING TENNIS COURT SQ YD 770
74 32 31 13 CONCRETE MAINTENANCE STRIP LIN FT 360
75 32 31 13 10' HT. GALVANIZED CHAIN LINK FENCE LIN FT 360
76 32 31 13 NET, POSTS AND ANCHORS EACH 1
STATEMENT OF ESTIMATED QUANTITIES
ITEM NO.BMI SPEC NO.ITEM NOTES UNIT TOTAL
QUANTITY
BASE BID: RECONSTRUCT COMMUNITY CENTER TENNIS COURT
1 01 71 13 MOBILIZATION LUMP SUM 1
2 31 11 00 GRUBBING (1)LUMP SUM 1
3 02 41 13 REMOVE NET POST EACH 4
4 02 41 13 REMOVE CONCRETE PAD EACH 3
5 02 41 13 REMOVE BITUMINOUS PAVEMENT SQ YD 1510
6 02 41 13 REMOVE FENCE LIN FT 460
7 31 20 00 COMMON EXCAVATION - SUITABLE MATERIAL (EV) (P)CU YD 330
8 31 20 00 COMMON EXCAVATION - UNSUITABLE MATERIAL (EV) (P)CU YD 1270
9 33 46 11.26 FILTER MEDIA CU YD 90
10 31 20 00 SELECT GRANULAR BORROW (MODIFIED)CU YD 950
11 32 11 23 AGGREGATE BASE, CLASS 5 TON 520
12 33 41 00 6" PERF PVC PIPE DRAIN LIN FT 430
13 33 41 00 6" PVC CLEANOUT EACH 6
14 32 16 23.13 6" CONCRETE WALK SQ FT 230
15 33 42 00 12" RC PIPE, CLASS 5 LIN FT 16
16 33 42 00 12" RC PIPE APRON EACH 1
17 33 42 00 48" DIA OCS EACH 1
18 33 42 00 STRUCTURE MARKER EACH 2
19 01 57 13 STABILIZED CONSTRUCTION EXIT EACH 1
20 01 57 13 SILT FENCE, TYPE MACHINE SLICED LIN FT 220
21 01 57 13 STORM DRAIN INLET PROTECTION EACH 2
22 32 92 00 TURF RESTORATION, SEED MIXTURE (25-131), AND BLANKET CAT 15 SQ YD 710
23 32 92 00 TURF RESTORATION, SEED MIXTURE (35-241), AND BLANKET CAT 15 SQ YD 170
24 31 37 00 RANDOM RIP RAP CLASS III CU YD 5
25 32 91 19.13 SALVAGE AND RESPREAD EXISTING TOPSOIL LUMP SUM 1
26 01 55 26 TRAFFIC CONTROL LUMP SUM 1
27 32 12 16.36 PICKLEBALL COURT PAVEMENT (2,C)TON 260
28 32 12 16.36 BITUMINOUS MATERIAL FOR TACK COAT GAL 100
29 32 18 23.53 SAW CUT & SEAL JOINT LIN FT 150
30 32 18 23.53 ACRYLIC SURFACING PICKLEBALL/TENNIS COURT SQ YD 1410
31 32 31 13 CONCRETE MAINTENANCE STRIP LIN FT 450
32 32 31 13 6' HT. GALVANIZED CHAIN LINK FENCE LIN FT 140
33 32 31 13 10' HT. GALVANIZED CHAIN LINK FENCE LIN FT 450
34 32 31 13 NET, POSTS AND ANCHORS EACH 3
STATEMENT OF ESTIMATED QUANTITIES
ITEM NO.BMI SPEC NO.ITEM NOTES UNIT TOTAL
QUANTITY
ALTERNATE 3: HOCKEY RINK PICKLEBALL COURT STRIPING
77 32 18 23.53 PICKLEBALL COURT STRIPING LIN FT 872
NOTES:
1.CONTRACTOR WILL ONLY BE REQUIRED TO REMOVE/GRUB STUMPS, CITY STAFF WILL CLEAR TREES PRIOR TO PROJECT
START.
SHEET
B
o
l
t
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,
I
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c
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20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
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v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
G
1
0
1
.
d
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6/
2
1
/
2
0
2
4
6
:
3
2
:
3
7
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
G1.01GENERAL
STATEMENT OF ESTIMATED QUANTITIES
B
B
B B
B
B
TRASH
TRASH
S
S
S
CO
S
X
X
X
X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
CITY HALL
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
REMOVE NET POST
AND FOOTINGS (TYP)
SAW CUT BITUMINOUS
PAVEMENT - FULL DEPTH
(INCIDENTAL)
REMOVE BENCH (BY OTHERS)
REMOVE CONCRETE PAD - 1 EA
REMOVE CONCRETE PAD - 1 EA
REMOVE BENCH (BY OTHERS)
TREE REMOVAL (BY OTHERS, TYP)
CONTRACTOR TO REMOVE/GRUB STUMPS (TYP)
REMOVE CONCRETE PAD - 1 EA
REMOVE BENCH (BY OTHERS)
SALVAGE AND REINSTALL
SIGN (BY OTHERS)
SALVAGE AND REINSTALL
SIGN (BY OTHERS)
SALVAGE AND REINSTALL
SIGN (BY OTHERS)
SALVAGE AND REINSTALL
SIGN (BY OTHERS)
PROTECT NEW
CONCRETE (INCIDENTAL)
REMOVE EXISTING FENCE
HEIGHT ON NORTH AND
SOUTH SIDE = 10'
REMOVE FENCE FOOTINGS
(INCIDENTAL)
REMOVE EXISTING FENCE
HEIGHT ON EAST AND
WEST SIDE = 5'
REMOVE FENCE FOOTINGS
(INCIDENTAL)
TREE CLEARING (BY OTHERS)
SHEET
B
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\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
0
0
1
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
1
:
4
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C0.01EXISTING CONDITIONS & REMOVALS PLAN
BASE BID - COMMUNITY CENTER PICKLEBALL COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2."BY OTHERS" WORK WILL BE PERFORMED BY THE CITY OF SCANDIA PRIOR TO
CONSTRUCTION START.
3.MISCELLANEOUS ITEMS WITHIN TENNIS COURT AREA THAT ARE NOT DESIGNATED FOR
REMOVAL WILL BE SALVAGED BY OTHERS.
4.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES
(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE,
FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN.
5.REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND
VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO THE OWNER'S
SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
6.VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.
EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE
BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT
DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES
AND OTHER SITE CHARACTERISTICS.
7.HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED
UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
8.MAINTAIN DRAINAGE AT ALL TIMES. COORDINATE ALL REMOVALS WITH APPROPRIATE
TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.
REMOVALS LEGEND
REMOVE BITUMINOUS
SURFACING
SAW CUT BITUMINOUS
PAVEMENT
REMOVE FENCINGXX
GRUB STUMP
GRUBBING (REMOVE
DEBRIS)
B
B
B B
B
B
TRASH
TRASH
S
S
S
CO
S
X
X
X
X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
CITY HALL
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
REMOVE NET POST
AND FOOTINGS (TYP)
SAW CUT BITUMINOUS
PAVEMENT - FULL DEPTH
(INCIDENTAL)
REMOVE BENCH (BY OTHERS)
REMOVE CONCRETE PAD - 1 EA
REMOVE CONCRETE PAD - 1 EA
REMOVE BENCH (BY OTHERS)
TREE REMOVAL (BY OTHERS, TYP)
CONTRACTOR TO REMOVE/GRUB STUMPS (TYP)
REMOVE CONCRETE PAD - 1 EA
REMOVE BENCH (BY OTHERS)
SALVAGE AND REINSTALL
SIGN (BY OTHERS)
SALVAGE AND REINSTALL
SIGN (BY OTHERS)
SALVAGE AND REINSTALL
SIGN (BY OTHERS)
SALVAGE AND REINSTALL
SIGN (BY OTHERS)
PROTECT NEW
CONCRETE (INCIDENTAL)
REMOVE EXISTING FENCE
HEIGHT ON NORTH AND
SOUTH SIDE = 10'
REMOVE FENCE FOOTINGS
(INCIDENTAL)
REMOVE EXISTING FENCE
HEIGHT ON EAST AND
WEST SIDE = 5'
REMOVE FENCE FOOTINGS
(INCIDENTAL)
TREE CLEARING (BY OTHERS)
TREE CLEARING (BY OTHERS)
TREE REMOVAL (BY OTHERS, TYP)
CONTRACTOR TO REMOVE/GRUB STUMPS (TYP)
SHEET
B
o
l
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&
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,
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c
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20
2
4
,
A
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\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
0
0
2
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6/
2
0
/
2
0
2
4
4
:
1
1
:
5
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C0.02EXISTING CONDITIONS & REMOVALS PLAN
ALTERNATE 1 - COMMUNITY CENTER TENNIS COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2."BY OTHERS" WORK WILL BE PERFORMED BY THE CITY OF SCANDIA PRIOR TO
CONSTRUCTION START.
3.MISCELLANEOUS ITEMS WITHIN TENNIS COURT AREA THAT ARE NOT DESIGNATED FOR
REMOVAL WILL BE SALVAGED BY OTHERS.
4.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES
(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE,
FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN.
5.REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND
VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO THE OWNER'S
SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
6.VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.
EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE
BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT
DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES
AND OTHER SITE CHARACTERISTICS.
7.HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED
UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
8.MAINTAIN DRAINAGE AT ALL TIMES. COORDINATE ALL REMOVALS WITH APPROPRIATE
TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.
REMOVALS LEGEND
REMOVE BITUMINOUS
SURFACING
SAW CUT BITUMINOUS
PAVEMENT
REMOVE FENCINGXX
GRUB STUMP
GRUBBING (REMOVE
DEBRIS)
B
OL
I
N
D
A
T
R
A
I
L
N
(
C
S
A
H
3
)
GAMMELGARDEN
MUSEUM OF SCANDIA
B
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
REMOVE NET POST
AND FOOTINGS (TYP)
SALVAGE AND REINSTALL BENCH - 1 EA
SALVAGE AND REINSTALL
SIGN (BY OTHERS)
SALVAGE AND REINSTALL BENCH - 1 EA
SAW CUT BITUMINOUS
PAVEMENT - FULL DEPTH
(INCIDENTAL)
REMOVE CONCRETE WALKWAY
(INCIDENTAL TO EXCAVATION)
PROTECT LANDSCAPING
(INCIDENTAL)
REMOVE EXISTING FENCE HEIGHT = 8'
REMOVE FENCE FOOTINGS (INCIDENTAL)
SHEET
B
o
l
t
o
n
&
M
e
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k
,
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c
.
20
2
4
,
A
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l
R
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t
s
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\
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C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
0
0
1
.
d
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g
6/
2
0
/
2
0
2
4
4
:
1
2
:
1
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C0.03EXISTING CONDITIONS & REMOVALS PLAN
ALTERNATE 2 - BARTON JOHNSON PARK TENNIS COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2."BY OTHERS" WORK WILL BE PERFORMED BY THE CITY OF SCANDIA PRIOR TO
CONSTRUCTION START.
3.MISCELLANEOUS ITEMS WITHIN TENNIS COURT AREA THAT ARE NOT DESIGNATED FOR
REMOVAL WILL BE SALVAGED BY OTHERS.
4.MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING VEGETATION AND SITE FEATURES
(CURBS, WALKS, PAVEMENTS, OVERHEAD AND UNDERGROUND UTILITIES, SIGNAGE,
FENCING, ROADWAYS, ETC.) WHICH ARE TO REMAIN.
5.REPAIR OR REPLACE EXISTING PROPERTY AND SITE FEATURES, INCLUDING GRASS AND
VEGETATION, WHICH IS TO REMAIN THAT IS DAMAGED BY THE WORK, TO THE OWNER'S
SATISFACTION AND AT NO ADDITIONAL COST TO THE OWNER.
6.VISIT THE SITE PRIOR TO BIDDING; BE FAMILIAR WITH ACTUAL CONDITIONS IN THE FIELD.
EXTRA COMPENSATION WILL NOT BE ALLOWED FOR CONDITIONS WHICH COULD HAVE
BEEN DETERMINED OR ANTICIPATED BY EXAMINATION OF THE SITE, THE CONTRACT
DRAWINGS AND THE INFORMATION AVAILABLE PERTAINING TO EXISTING SOILS, UTILITIES
AND OTHER SITE CHARACTERISTICS.
7.HIRE THE SERVICES OF A UTILITY LOCATOR COMPANY TO LOCATE ALL PRIVATELY OWNED
UTILITIES THAT MAY BE DISTURBED BY CONSTRUCTION OPERATIONS.
8.MAINTAIN DRAINAGE AT ALL TIMES. COORDINATE ALL REMOVALS WITH APPROPRIATE
TRADES (SITE UTILITY CONTRACTOR, MECHANICAL CONTRACTOR, ETC.) AS REQUIRED.
REMOVALS LEGEND
REMOVE BITUMINOUS
SURFACING
SAW CUT BITUMINOUS
PAVEMENT
REMOVE FENCINGXX
GRUB STUMP
GRUBBING (REMOVE
DEBRIS)
3" BITUMINOUS WEAR - SPWEA230B
6" CL. 5 AGGREGATE BASE
10'
FINISHED TRAIL TO BE
1" ABOVE FINISHED SOD
TYPICAL TRAIL SECTION
CONCRETE SIDEWALK
0.02'/FT (MAX.)
STR-24
FEB 2019TYPICAL BITUMINOUS TRAIL
AND CONCRETE SIDEWALK
12'
6" CONCRETE - 3F52A
6" CL. 5 AGGREGATE BASE
6'
FINISHED WALK TO BE
1" ABOVE FINISHED SOD
0.02'/FT (MAX.)
7'
NOTE:
INSIDE EDGE OF WALK TO BE 0.4 FEET
ABOVE TOP OF CURB. OUTSIDE EDGE TO
BE 0.52 FEET ABOVE TOP OF CURB.
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
POINT 2
POINT 1
STRAW OR WOOD
FIBER 6" TO 7" DIA. ROLL
ENCLOSED IN PLASTIC OR
POLYESTER NETTING.
STAKE
NOTE:
POINT 1 MUST BE A MINIMUM OF 6"
HIGHER THAN POINT 2 TO ENSURE
THAT WATER FLOWS OVER THE DIKE
AND NOT AROUND THE ENDS.
1/2" x 2" x 16" LONG WOODEN STAKES
AT 1'-0" SPACING MINIMUM. STAKES
SHALL BE DRIVEN THROUGH THE
BACK HALF OF THE COMPOST LOG AT
AN ANGLE OF 45° WITH THE TOP OF
THE STAKE POINTING UPSTREAM.STAKE
FLOW
BIOROLL
STAKE
45°
FL
O
W
FL
O
W
ERO-5F
FEB 2019COMPOST LOG
DITCH CHECK
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
SEE CITY PLATE NO. STO-13 FOR RIPRAP PLACEMENT.
ANCHOR CLIP
24" M
A
X
6"
H
ANCHOR BOTH SIDES.
TIE LAST 3 PIPE JOINTS. USE
2 TIE BOLT FASTENERS PER
JOINT. INSTALL ON OUTSIDE
OF PIPE AT 60° FROM TOP OR
BOTTOM OF PIPE.
PROVIDE 3 ANCHOR CLIPS TO FASTEN
TRASH GUARD TO FLARED END SECTION.
HOT DIP GALVANIZE AFTER FABRICATION.
ISOMETRIC
STO-12
OCT 2023FLARED END SECTION
AND TRASH GUARD
CITY PLATE NO.
LAST REVISION:
CITY PLATE NO.
LAST REVISION:
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
TRASH GUARD SIZING
PIPE SIZE BARS `H' BOLTS
24"- 42" 1"∅ 6" 3/4"
48"-72" 1 1/4"∅ 12" 1"
NO TRASH GUARDS FOR FLARED ENDS LESS THAN 24" DIA
2
'
1
4
B
A
RIPRAP
B
5D
4
1
2'
DA
RIPRAP REQUIREMENTS
D CY CLASS
12" TO 24" 8 TO 12 CL.3
27" TO 33" 14 TO 20 CL.3
36" TO 48" 23 TO 38 CL.3
54" AND UP 62 AND UP CL.4
(ONE CUBIC YARD IS APPROXIMATELY 2,800 LBS.)
PLAN
GEOTEXTILE FILTER (MNDOT 3601.2B1)
RIPRAP12
"2'
EXTEND FABRIC
AND RIPRAP
UNDER FLARED
END SECTION
SECTION A-A
RIPRAP12
"
SECTION B-B
STO-13
FEB 2019RIPRAP AT OUTLETS
GEOTEXTILE FILTER - TYPE IV
GEOTEXTILE FILTER (MNDOT 3601.2B1)
GEOTEXTILE FILTER - TYPE IV
RIPRAP
CITY PLATE NO.
LAST REVISION:
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
HOLE FOR 12" DIA.
OUTLET PIPE.
4' Dia. (Typ.)
Manhole
ELEV.=1001.5'
9"
STO-31A
FEB 2023POND OUTLET SKIMMER STRUCTURE
WITHOUT BAFFLE WALL
STORM WATER BASIN 8" MIN. INTERGRAL
SLAB THICKNESS
6"
SEE GRATE DETAIL
OUTER RING
PROVIDE 4 - 1/2" SS ANCHOR BOLTS
GRATE DETAIL
HOT-DIPPED GALVANIZED GRATE IN 2
SECTIONS WITH HEAVY DUTY HINGES ABLE TO
SUPPORT 250 LBS/SF AND BE ABLE TO REMOVE
ONE SECTION FOR ACCESS TO STEPS BY
REMOVING NUTS FROM TWO ANCHOR BOLTS.
SUBMIT SHOP DRAWINGS TO ENGINEER FOR
REVIEW PRIOR TO FABRICATION.
FLAT STEEL BARS @ 4" O.C.
NO PERPENDICULAR SUPPORT BARS ALLOWED
FOR STRUCTURES LESS THAN 84" DIA.
MANHOLE STEPS SHALL BE PLACED SO THAT
LOCATION IS PERPENDICULAR TO THE BARS.
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
MACHINE SLICE
8"-12" DEPTH (PLUS 6" FLAP)
NOTE:
THE MACHINE SLICED METHOD (THIS DETAIL) IS THE STANDARD SILT
FENCE INSTALLATION METHOD. HEAVY-DUTY (ERO-1B) OR HAND
INSTALLED (ERO-1C) SILT FENCE INSTALLATION METHODS SHOULD
ONLY BE USED WHEN APPROVED OR DIRECTED BY THE CITY.
POST NOTCHES
TO FACE AWAY
FROM FABRIC.
COMPACTION:
AFTER "SLICING" IN THE FABRIC AND BEFORE INSTALLATION
OF STEEL POSTS, DRIVE INSTALLATION EQUIPMENT OVER THE
"SLICE" WHILE FABRIC IS LAYING ON THE GROUND. THEN
INSTALL STEEL POSTS AND PULL UP FABRIC TO ATTACH AT
A UNIFORM HEIGHT.
STEEL FENCE POST (T-POST),
MINIMUM 5' LONG,
6' MAXIMUM SPACING.
NO WOOD POSTS ALLOWED
EXCEPT FOR REPAIR
ATTACH FABRIC TO POSTS
WITH MINIMUM 3 ZIP TIES
(50 LB. TENSILE) PER POST
IN TOP 8" OF FABRIC.
MONOFILAMENT GEOTEXTILE
FABRIC PER MNDOT TABLE
3886-2.1 (MACHINE SLICED).
24" MINIMUM
POST EMBEDMENT
A
DIRECTION OF SU
R
F
A
C
E
F
L
O
W
A
ERO-1A
FEB 2023SILT FENCE
MACHINE SLICED
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
18" MINIMUM CUT OFF BERM TO
MINIMIZE RUNOFF FROM SITE
NOTES:
1. FILTER FABRIC SHALL BE PLACED UNDER ROCK OR MULCH TO STOP MUD MIGRATION THROUGH
ROCK. FILTER FABRIC IS NOT REQUIRED UNDER WOOD CHIPS.
2. 80% OF WOOD CHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE BETWEEN 2 INCHES AND
5 INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND / OR CHEMICALLY TREATED WOOD IS
ALLOWED.
3. ENTRANCE MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC
ROADWAYS. FUGITIVE ROCK OR WOOD CHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS
DAILY OR MORE FREQUENTLY AS NECESSARY.
PUBLIC
R
O
A
D
50'
M
I
N
I
M
U
M
L
E
N
G
T
H
ROCK-6" MINIMUM DEPTH
WOOD CHIPS - 18" MINIMUM DEPTH
20' MIN
I
M
U
M
W
I
D
T
H
ERO-7
MAR 2022CONSTRUCTION ENTRANCE
ROCK, WOOD CHIP
2" OR LARGER WASHED ROCK
OR 2" - 5" WOOD CHIPS
GEN-5
OCT 2023STRUCTURE MARKER
SIGNS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
CITY PLATE NO.
LAST REVISION:STANDARD DETAILS
SCANDIA, MINNESOTA
F
E
M
H
G
V
3"
8"
0.063" THICK ALUMINUM SIGN.
WHITE LETTERS ON BLUE HIGH
INTENSITY REFLECTORIZED
BACKGROUND.
0.063" THICK ALUMINUM SIGN.
WHITE LETTERS ON GREEN HIGH
INTENSITY REFLECTORIZED
BACKGROUND.
0.063" THICK ALUMINUM SIGN.
BLACK LETTERS ON WHITE HIGH
INTENSITY REFLECTORIZED
BACKGROUND.
U-CHANNEL POST, MINIMUM 3 LB. /FT.
8' LONG, PAINTED GREEN. DRIVEN 3' INTO GROUND
NOTE:
INSTALL STRUCTURE MARKERS AT ALL
GREEN SPACE STRUCTURE LOCATIONS
ELEV.=1002.5'
HOLE FOR 6" DIA.
DRAIN PIPE.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
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e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
1
0
1
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
2
:
1
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.01DETAILS
STANDARD DETAIL PLATES
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
1
0
1
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
2
:
1
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C1.02DETAILS
PROJECT SPECIFIC DETAIL PLATES
9"
33"
FINISH GRADE
TO SUBGRADE
ATHLETIC ASPHALT PAVEMENT
TENNIS/PICKLEBALL COURTS
2
C1.02
NOT TO SCALE
112" LOWER ASPHALT WEAR COURSE
112" UPPER ASPHALT WEAR COURSE
UTILITY TRACER
WIRE (TYPICAL)
ACRYLIC SURFACE
TACK COAT
6" DRAINTILE
10
'
NOTES:
1. END, CORNER, AND PULL POSTS SHALL BE 4". LINE
POSTS SHALL BE 27
8". ALL POSTS SHALL BE 6'H.
2. ALL FENCING SHALL RECEIVE 2" x 2" #9 GAUGE
FABRIC UNLESS NOTED OTHERWISE.
3. LINE POSTS MAY BE AIR DRIVEN.
4. POST SPACING SHALL NOT EXCEED 10' O.C. FOR 6'
HIGH FENCE, OR 8' O.C. FOR 10' HIGH FENCE.
5. BOTTOM RAIL SHALL BE PLACED NO MORE THAN 2"
ABOVE FINISH GRADE.
6"
CHAIN LINK FENCE WITH
MAINTENANCE STRIP
5
C1.02
NOT TO SCALE
C1.02
4
15
8" TOP RAIL
CHAIN LINK FENCE
158" BOTTOM RAIL
FINISH GRADE
CONCRETE MAINTENANCE STRIP
CONCRETE FOOTING 12" x 48"
FOR END, CORNER, GATE, AND
PULL POSTS
15"
4"
3"
2"
PLAN
SECTION
CONCRETE MAINTENANCE STRIP4
C1.02
NOT TO SCALE
C1.02
2
1
2" RADIUS
(TYPICAL)
FINISH GRADE OF MAINTENANCE STRIP SHALL BE ONE
INCH ABOVE TURFGRASS AND FLUSH WITH PAVEMENT
(2) #4 REBAR
1" DEPTH CONSTRUCTION JOINT
COMPACTED SUBGRADE
1'' DEPTH CONSTRUCTION JOINT AT EACH
POST AND AT MIDPOINT BETWEEN POSTS
POST
(2) #4 REBAR
TOPSOIL 1'' BELOW CONCRETE
NOTES:
1.TRENCH SIDEWALLS TO MEET O.S.H.A REQUIREMENTS.
2.UPPER 3 FT. OF BACKFILL SHALL BE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DRY
DENSITY. BELOW THIS ELEVATION, BACKFILL SHALL BE COMPACTED TO AT LEAST 95% STANDARD
PROCTOR DRY DENSITY.
3.INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321.
DE
P
T
H
(
V
A
R
I
E
S
)
6"
M
I
N
.
1/
8
O
.
D
.
(6
"
M
I
N
.
)
O.D. + 2' (MAX)
PI
P
E
D
I
A
.
1
C1.02
PIPE BEDDING PVC
NOT TO SCALE
SUBGRADE
PIPE BEDDING
NOTE:
ATTACH TRACER WIRE WITH BROWN STRIPE TO PIPE AT 3' O.C. WITH PLASTIC ZIP-TIES (OR APPROVED EQUAL).
SEWER
15"
11 12"
4"
3
C1.02
CLEANOUT ASSEMBLY
NOT TO SCALE
MCDONALD 74M "A"
SERIES CAST IRON METER
PIT FRAME AND COVER
FITTING HUB WITH 4"
THREADED PLUG. APPLY TEFLON
THREAD TAPE, OR APPROVED
EQUAL, OVER THREADS.
FINISH GRADE
LEAVE 24" OF EXCESS WIRE
AT SURFACE
TRACER WIRE
24" DIA. x 8" THICK CONCRETE
SLAB POURED AROUND CASTING
(FLUSH WITH FINISH GRADE)
REFER TO PLAN FOR INVERT ELEVATION
6" DRAIN TILE
24
"
6"
M
I
N
NET POST
NET CENTER
STRAP ANCHOR
10
'
-
0
"
E
X
T
E
R
I
O
R
6'
-
0
"
I
N
T
E
R
I
O
R
6'-0"
OPENING
COURT FENCING
COURT FENCING, NET POSTS
AND CENTER STRAP ANCHOR
6
C1.02
NOT TO SCALE
PI
C
K
L
E
B
A
L
L
=
3
6
"
TE
N
N
I
S
=
4
2
"
PAVEMENT SECTION
42'' DEPTH CONCRETE
FOOTING
NET POST WITH
FOOTING SLEEVE
CENTER STRAP ANCHOR
8'' DIAM. O X 18'' DEPTH
CONCRETE FOOTING
158" TOP RAIL
4" GATE AND
CORNER POSTS
27
8'' LINE POSTS
15
8" BOTTOM RAIL
(CONTINUOUS)
12'' DIAM. X 48'' DEPTH
CONCRETE FOOTING
12" DIAM. X 48'' DEPTH
CONCRETE FOOTING
14'' CENTER STRAP PIN
C1.02
2
2'' X 2'' #9 GAUGE FABRIC
LINE POSTS MAY BE
AIR DRIVEN
POST SPACING SHALL
NOT EXCEED 10' O.C.
FOR 6' HIGH FENCE,
OR 8' O.C. FOR 10'
HIGH FENCE.
BOTTOM RAIL SHALL BE
PLACED NO MORE THAN 2''
ABOVE FINISH GRADE
4"CLASS 5 AGGREGATE BASE
(INCIDENTAL)
18
"
D
2
1
6" DIAMETER PERFORATED
UNDERDRAIN OUTLET PIPE (PVC)
W/ FILTER SOCK AND TRACER WIRE
MNDOT SEED MIX 35-241
AND BLANKET CAT 25
DEPTH = 18"
EXISTING
EDGE OF
PAVEMENT
UNDISTURBED,
UNCOMPACTED
INSITU SOIL
BIOFILTRATION MEDIA
80% SAND, GRADATION FA-1 CONFORMING TO MNDOT 3126.2-3
20% PEAT, SPHAGNUM PEAT MOSS
12
"
3H:1V
OR SHALLOWER
7 NOT TO SCALE
STORMWATER BIOFILTRATION BASIN
PVC LONG SWEEP
BEND SCH. 40
24"
30"
24" SAND
SUBBASE
6" CLASS 5
AGGREGATE BASE
18
"
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
B
B
TRASH
TRASH
S
S
S
S
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
M
S
M
S
M
S
M
S
MS
MS
MS
MS
MS
MS
CONSTRUCT SILT FENCE PER
STANDARD DETAIL ERO-1A/C1.01
CITY HALL
DELINEATED WETLAND (TYP)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
2
0
1
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
2
:
4
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C2.01EROSION CONTROL PLAN
BASE BID - COMMUNITY CENTER PICKLEBALL COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION
CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM
SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
3.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
4.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL
REGULATIONS.
5.IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT
IN DOWNSTREAM SEDIMENTATION, CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHE
CONVEYANCE DEVICES AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
6.PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED
WITH ORANGE SNOW FENCE. DO NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR
MATERIALS TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE DELINEATED AREAS. MINIMIZE
SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION
LIMITS TO COMPLY WITH THE MN CONSTRUCTION STORMWATER PERMIT.
7.ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL RECEIVE 6" OF
TOPSOIL AND SHALL BE SEEDED AS SPECIFIED ON THE PLANS.
8.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURN, RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE
OWNER, TO THE SATISFACTION OF THE ENGINEER.
EROSION CONTROL LEGEND
BLANKET CAT 15 W/SEED
MIX 25-151
MACHINE SLICED
SILT FENCEMS
BLANKET CAT 15 W/SEED
MIX 35-241
STABILIZED
CONSTRUCTION EXIT
STORM DRAIN INLET
PROTECTION
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXX
XXXXXXXXXX
XXXXXXXX
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
B
B
TRASH
TRASH
S
S
S
S
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
M
S
M
S
M
S
M
S
MS
MS
MS
MS
MS
MS
MS
MS
M
S
MS
CONSTRUCT SILT FENCE PER
STANDARD DETAIL ERO-1A/C1.01
CITY HALL
DELINEATED WETLAND (TYP)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
2
0
2
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
2
:
5
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C2.02EROSION CONTROL PLAN
ALTERNATE 1 - COMMUNITY CENTER TENNIS COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION
CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM
SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
3.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
4.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL
REGULATIONS.
5.IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT
IN DOWNSTREAM SEDIMENTATION, CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHE
CONVEYANCE DEVICES AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
6.PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED
WITH ORANGE SNOW FENCE. DO NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR
MATERIALS TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE DELINEATED AREAS. MINIMIZE
SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION
LIMITS TO COMPLY WITH THE MN CONSTRUCTION STORMWATER PERMIT.
7.ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL RECEIVE 6" OF
TOPSOIL AND SHALL BE SEEDED AS SPECIFIED ON THE PLANS.
8.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURN, RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE
OWNER, TO THE SATISFACTION OF THE ENGINEER.
EROSION CONTROL LEGEND
BLANKET CAT 15 W/SEED
MIX 25-151
MACHINE SLICED
SILT FENCEMS
BLANKET CAT 15 W/SEED
MIX 35-241
STABILIZED
CONSTRUCTION EXIT
STORM DRAIN INLET
PROTECTION
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS MS
MS M
S
MS
MS
MS
MS
MS
CONSTRUCT SILT FENCE PER
STANDARD DETAIL ERO-1A/C1.01
OL
I
N
D
A
T
R
A
I
L
N
(
C
S
A
H
3
)
GAMMELGARDEN
MUSEUM OF SCANDIA
DELINEATED WETLAND (TYP)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
2
0
1
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
3
:
1
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C2.03EROSION CONTROL PLAN
ALTERNATE 2 - BARTON JOHNSON PARK TENNIS COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM CONSTRUCTION
CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS FROM
SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
3.MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
4.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND OTHER LOCAL
REGULATIONS.
5.IF EROSION AND SEDIMENT CONTROL MEASURES TAKEN ARE NOT ADEQUATE AND RESULT
IN DOWNSTREAM SEDIMENTATION, CLEAN OUT DOWNSTREAM STORM SEWERS AND OTHE
CONVEYANCE DEVICES AS NECESSARY, INCLUDING ASSOCIATED RESTORATION.
6.PRIOR TO CONSTRUCTION, DELINEATE TURF AND VEGETATED AREAS NOT TO BE DISTURBED
WITH ORANGE SNOW FENCE. DO NOT ALLOW CONSTRUCTION TRAFFIC, EQUIPMENT, OR
MATERIALS TO UTILIZE, ACCESS, OR OTHERWISE ENTER THE DELINEATED AREAS. MINIMIZE
SOIL COMPACTION AND DISRUPTION OF TOPSOIL IN AREAS OUTSIDE THE CONSTRUCTION
LIMITS TO COMPLY WITH THE MN CONSTRUCTION STORMWATER PERMIT.
7.ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL RECEIVE 6" OF
TOPSOIL AND SHALL BE SEEDED AS SPECIFIED ON THE PLANS.
8.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURN, RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE
OWNER, TO THE SATISFACTION OF THE ENGINEER.
EROSION CONTROL LEGEND
BLANKET CAT 15 W/SEED
MIX 25-151
MACHINE SLICED
SILT FENCEMS
BLANKET CAT 15 W/SEED
MIX 35-241
STABILIZED
CONSTRUCTION EXIT
STORM DRAIN INLET
PROTECTION
B
B
TRASH
TRASH
S
S
S
CO
S
CITY HALL
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
10
0
5
10
0
4
1
0
0
3
1
0
0
0
9
9
9
100
4
100
3
1002
100
5
1
0
0
9
1
0
0
8
1
0
0
7
1
0
0
6
100
5
100
6
ME - 1002.85
ME - 1002.84
ME - 1003.78
ME - 1003.78
1.5
%
1003.78
1003.78
1004.86
1004.86
1.00%
1.00%
BOT. EL.
1000.00
FES - 1
OCS - 2
CONTRACTOR TO FIELD VERIFY
GAS SERVICE LOCATION
STA 500+22
48" DIA OCS
LOW RIM = 1001.50
HIGH RIM = 1002.50
INV = 998.30 12" (S)
INV = 998.30 6" (N)
STRUCTURE MARKER - 1 EA
STA 500+00
12" RC PIPE APRON
INV = 998.20
RANDOM RIPRAP CLASS III - 5 CY
STRUCTURE MARKER - 1 EA
12" RC PIPE - 16 LF @ 0.45%
TIE ALL PIPE
INV = 1000.78
INV = 1000.78
6" PVC DRAINTILE PER
DETAIL 1 & 2/C1.02 (TYP)
DRAINTILE CLEANOUT
PER DETAIL 3/C1.02 (TYP)
INV = 1001.33
INV = 1001.33
INV = 998.50
INV = 1000.46
INV = 1001.01
INV = 998.40
1
0
0
1
1
0
0
2
1
0
0
4
DELINEATED WETLAND (TYP)
1
0
0
0
1
0
0
3
9
9
8
996
99599
4
997
SEE DETAIL 7 ON SHEET C1.02
FOR FILTER MEDIA DETAIL
1
0
0
2
1
0
0
1
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
5
0
1
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
3
:
3
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C5.01UTILITY & GRADING PLAN
BASE BID - COMMUNITY CENTER PICKLEBALL COURT
FEETSCALE
0 20 40
HORZ.
R
GENERAL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.
2.SPOT ELEVATIONS THAT MATCH EXISTING GROUND ARE ANNOTATED WITH "ME". ALL OTHER
ELEVATIONS SHOWN ARE TO FINISHED GROUND.
3.CONTRACTOR SHALL GRADE AROUND TENNIS/PICKLEBALL COURTS TO ESTABLISH POSITIVE FLOW.
4.CONTRACTOR SHALL INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT
THE PUBLIC.
5.CONTRACTOR SHALL INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK
AND NATURE OF MATERIALS TO BE HANDLED.
6.CONTRACTOR SHALL CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THAT THEY ARE THE
SAME PRIOR TO FIELD LAYOUT.
7.CONTRACTOR SHALL MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM
CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS
FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
8.CONTRACTOR SHALL MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
9.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.
10.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES
(INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.
11.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS
OTHERWISE NOTED.
12.THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF SUITABLE VS.
UNSUITABLE MATERIAL EXCAVATION, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO
COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. EXPORT
UNSUITABLE/EXCESS/WASTE MATERIAL, AS REQUIRED, PER THE UNIT PRICE BID.
13.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), APART FROM BASIN
SLOPES WHICH SHALL BE 3' HORIZONTAL TO 1' VERTICAL (3:1).
14.ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL HAVE SALVAGED
TOPSOIL RE-SPREAD TO A DEPTH OF 4"-6" AND SHALL BE SEEDED AS SPECIFIED ON THE PLANS.
15.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURN, RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER,
TO THE SATISFACTION OF THE ENGINEER.
STORM SEWER LEGEND
STORM SEWER PIPE AND
STRUCTURES
STORM SEWER DRAINTILE
AND CLEANOUTS
RANDOM RIP RAP
CLASS III
>>
>>>>>>
ELEVATIONS:
BASIN EOF = 1002.71'
CITY HALL/COMMUNITY CENTER LF =1003.71'
100 YEAR HWL = 1001.71'
B
B
TRASH
TRASH
S
S
S
CO
S
CITY HALL
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
ME - 1002.85
ME - 1002.84
1.5
%
CONTRACTOR TO FIELD VERIFY
GAS SERVICE LOCATION
STA 500+00
12" RC PIPE APRON
INV = 998.20
RANDOM RIPRAP CLASS III - 5 CY
STRUCTURE MARKER - 1 EA
12" RC PIPE - 16 LF @ 0.45%
TIE ALL PIPE
1003.78
1003.78
1005.46
1005.46
1.00%
1.00%
1.00%
ME - 1003.78
ME - 1003.78
1004
BOT EL.
1000.00
INV = 1000.78
INV = 1000.78
6" PVC DRAINTILE PER
DETAIL 1 & 2/C1.02 (TYP)
DRAINTILE CLEANOUT
PER DETAIL 3/C1.02 (TYP)
INV = 1001.33
INV = 1001.33
INV = 1001.93
INV = 1001.93
INV = 998.50
STA 500+22
48" DIA OCS
LOW RIM = 1001.50
HIGH RIM = 1002.50
INV = 998.30 12" (S)
INV = 998.30 6" (N)
STRUCTURE MARKER - 1 EA
DELINEATED WETLANDS (TYP)
INV = 998.40 INV = 1000.46
INV = 1001.01
INV = 1001.61
1003
1
0
0
5
1
0
0
4
1
0
0
0
1
0
0
1
1
0
0
2
1
0
0
3
1001
1002
1003
1004
1005
10
0
6
1
0
0
5
1
0
0
5
1
0
0
6
1
0
0
7
1008
1
0
0
9
994 9
9
5
9
9
6
9
9
7
998
99
9
1
0
0
0
1
0
0
3
SEE DETAIL 7 ON SHEET C1.02
FOR FILTER MEDIA DETAIL
1
0
0
2
1
0
0
1
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
5
0
2
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
3
:
4
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C5.02UTILITY & GRADING PLAN
ALTERNATE 1 - COMMUNITY CENTER TENNIS COURT
FEETSCALE
0 20 40
HORZ.
R
GENERAL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.
2.SPOT ELEVATIONS THAT MATCH EXISTING GROUND ARE ANNOTATED WITH "ME". ALL OTHER
ELEVATIONS SHOWN ARE TO FINISHED GROUND.
3.CONTRACTOR SHALL GRADE AROUND TENNIS/PICKLEBALL COURTS TO ESTABLISH POSITIVE FLOW.
4.CONTRACTOR SHALL INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT
THE PUBLIC.
5.CONTRACTOR SHALL INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK
AND NATURE OF MATERIALS TO BE HANDLED.
6.CONTRACTOR SHALL CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THAT THEY ARE THE
SAME PRIOR TO FIELD LAYOUT.
7.CONTRACTOR SHALL MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM
CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS
FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
8.CONTRACTOR SHALL MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
9.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.
10.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES
(INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.
11.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS
OTHERWISE NOTED.
12.THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF SUITABLE VS.
UNSUITABLE MATERIAL EXCAVATION, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO
COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. EXPORT
UNSUITABLE/EXCESS/WASTE MATERIAL, AS REQUIRED, PER THE UNIT PRICE BID.
13.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), APART FROM BASIN
SLOPES WHICH SHALL BE 3' HORIZONTAL TO 1' VERTICAL (3:1).
14.ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL HAVE SALVAGED
TOPSOIL RE-SPREAD TO A DEPTH OF 4"-6" AND SHALL BE SEEDED AS SPECIFIED ON THE PLANS.
15.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURN, RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER,
TO THE SATISFACTION OF THE ENGINEER.
STORM SEWER LEGEND
STORM SEWER PIPE AND
STRUCTURES
STORM SEWER DRAINTILE
AND CLEANOUTS
RANDOM RIP RAP
CLASS III
>>
>>>>>>
ELEVATIONS:
BASIN EOF = 1002.71'
CITY HALL/COMMUNITY CENTER LF =1003.71'
100 YEAR HWL = 1001.71'
OL
I
N
D
A
T
R
A
I
L
N
(
C
S
A
H
3
)
GAMMELGARDEN
MUSEUM OF SCANDIA
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
10
1
2
10
1
1
10
1
0
100
9
1007
1008
10
1
3
1011.15
1011.75
1011.15
1011.75
10
1
1
.
1
5
10
1
1
.
1
5
10
1
0
.
4
1
10
1
0
.
4
0
10
1
0
.
9
4
10
1
0
.
9
6
ME
-
1
0
1
0
.
1
3
ME
-
1
0
1
0
.
2
2
1.00%
1.00%
1010
1011
1.00%
1.00%
1.00%
0.
0
0
%
0.
5
7
%
10
1
1
DRAINTILE CLEANOUT
PER DETAIL 3/C1.02 (TYP)
INV = 1008.00
6" PVC DRAINTILE PER
DETAIL 1 & 2/C1.02 (TYP)
INV = 1008.78
DELINEATED WETLAND (TYP)
1
0
0
8
1
0
0
9
1
0
1
0
1011
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
5
0
1
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
4
:
0
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C5.03UTILITY & GRADING PLAN
ALTERNATE 2 - BARTON JOHNSON PARK TENNIS COURT
FEETSCALE
0 20 40
HORZ.
R
GENERAL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE STATE AND LOCAL ORDINANCES.
2.SPOT ELEVATIONS THAT MATCH EXISTING GROUND ARE ANNOTATED WITH "ME". ALL OTHER
ELEVATIONS SHOWN ARE TO FINISHED GROUND.
3.CONTRACTOR SHALL GRADE AROUND TENNIS/PICKLEBALL COURTS TO ESTABLISH POSITIVE FLOW.
4.CONTRACTOR SHALL INSTALL CONTROL FENCING AND BARRICADING AS NECESSARY TO PROTECT
THE PUBLIC.
5.CONTRACTOR SHALL INSPECT SITE AND REVIEW SOIL BORINGS TO DETERMINE EXTENT OF WORK
AND NATURE OF MATERIALS TO BE HANDLED.
6.CONTRACTOR SHALL CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THAT THEY ARE THE
SAME PRIOR TO FIELD LAYOUT.
7.CONTRACTOR SHALL MAINTAIN ADJACENT PROPERTY AND PUBLIC STREETS CLEAN FROM
CONSTRUCTION CAUSED DIRT AND DEBRIS ON A DAILY BASIS. PROTECT DRAINAGE SYSTEMS
FROM SEDIMENTATION AS A RESULT OF CONSTRUCTION RELATED DIRT AND DEBRIS.
8.CONTRACTOR SHALL MAINTAIN DUST CONTROL DURING GRADING OPERATIONS.
9.ALL EROSION CONTROL METHODS SHALL COMPLY WITH MPCA AND LOCAL REGULATIONS.
10.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AND PROTECT EXISTING SITE FEATURES
(INCLUDING TURF AND VEGETATION) WHICH ARE TO REMAIN.
11.PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISH GRADE UNLESS
OTHERWISE NOTED.
12.THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR DETERMINING QUANTITIES OF SUITABLE VS.
UNSUITABLE MATERIAL EXCAVATION, AND FOR AMOUNT OF GRADING TO BE DONE IN ORDER TO
COMPLETELY PERFORM ALL WORK INDICATED ON THE DRAWINGS. EXPORT
UNSUITABLE/EXCESS/WASTE MATERIAL, AS REQUIRED, PER THE UNIT PRICE BID.
13.NO FINISHED SLOPES SHALL EXCEED 4' HORIZONTAL TO 1' VERTICAL (4:1), APART FROM BASIN
SLOPES WHICH SHALL BE 3' HORIZONTAL TO 1' VERTICAL (3:1).
14.ALL DISTURBED AREAS WHICH ARE NOT DESIGNATED TO BE PAVED, SHALL HAVE SALVAGED
TOPSOIL RE-SPREAD TO A DEPTH OF 4"-6" AND SHALL BE SEEDED AS SPECIFIED ON THE PLANS.
15.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN
ACCEPTABLE TURN, RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER,
TO THE SATISFACTION OF THE ENGINEER.
STORM SEWER LEGEND
STORM SEWER PIPE AND
STRUCTURES
STORM SEWER DRAINTILE
AND CLEANOUTS
RANDOM RIP RAP
CLASS III
>>
>>>>>>
B
B
TRASH
TRASH
S
S
S
CO
S
CITY HALL
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C
-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
44'
14'
20'14'
14'
120'
6'
CONSTRUCT NEW 6" SIDEWALK PER
STANDARD DETAIL STR-24/C1.01
90
°
CONSTRUCT 6' OPENINGS AT
CORNER OF COURTS AND
ENTRANCE/EXIT LOCATIONS (TYP)
ENTRANCE LOCATION
6' OPENING
EXIT
LOCATION
6' OPENING
16'
36'
78'
27'
42'
12'36'
12'
90°
6'
6'
6'
6'
8'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
6
0
1
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
4
:
1
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C6.01GEOMETRIC PLAN
BASE BID - COMMUNITY CENTER PICKLEBALL COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.TENNIS COURT DIMENSIONS ARE DISPLAYED. PICKLEBALL OVERLAY DIMENSIONS ARE
DISPLAYED ON SHEET C6.02.
3.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF
FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED.
4.6' DIMENSIONS SHOWN WITHIN COURT SURFACING DEPICT THE STANDARD 6' OPENINGS
AT THE CORNERS OF EACH COURT.
5.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THEY ARE THE SAME PRIOR TO
FIELD LAYOUT.
LEGEND
PROPOSED BITUMINOUS
SURFACING
PROPOSED CONCRETE
SIDEWALK
TRUNCATED DOMES
GALVANIZED CHAIN LINK
FENCE
GALVANIZED CHAIN LINK FENCE
W/CONCRETE MAINTENANCE STRIP
B
B
TRASH
TRASH
S
S
S
CO
S
CITY HALL
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C
-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
44'
14'
20'14'
14'
120'
6'
CONSTRUCT NEW 6" SIDEWALK PER
STANDARD DETAIL STR-24/C1.01
90
°
CONSTRUCT 6' OPENINGS AT
CORNER OF COURTS AND
ENTRANCE/EXIT LOCATIONS (TYP)
ENTRANCE LOCATION
6' OPENING
EXIT
LOCATION
6' OPENING
16'
20'
20'
20'
90°
6'
6'
6'
6'
8'
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
6
0
1
.
d
w
g
6/
2
1
/
2
0
2
4
6
:
3
8
:
3
1
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C6.02GEOMETRIC PLAN
BASE BID - COMMUNITY CENTER PICKLEBALL COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.PICKLEBALL COURT OVERLAY DIMENSIONS ARE DISPLAYED. TENNIS COURT DIMENSIONS
ARE DISPLAYED ON SHEET C6.01.
3.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF
FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED.
4.6' DIMENSIONS SHOWN WITHIN COURT SURFACING DEPICT THE STANDARD 6' OPENINGS
AT THE CORNERS OF EACH COURT.
5.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THEY ARE THE SAME PRIOR TO
FIELD LAYOUT.
LEGEND
PROPOSED BITUMINOUS
SURFACING
PROPOSED CONCRETE
SIDEWALK
TRUNCATED DOMES
GALVANIZED CHAIN LINK
FENCE
GALVANIZED CHAIN LINK FENCE
W/CONCRETE MAINTENANCE STRIP
XXXXXXXXX
XXXXXXXXX
B
B
TRASH
TRASH
S
S
S
CO
S
CITY HALL
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C
-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
20'
44'
16'
20'
16'
20'8'
16'
44'
8'
8'
14'120'
6'
90
°
90°
CONSTRUCT NEW 6" SIDEWALK PER
STANDARD DETAIL STR-24/C1.01
CONSTRUCT 6' OPENINGS AT
CORNER OF COURTS AND
ENTRANCE/EXIT LOCATIONS (TYP)
ENTRANCE LOCATION
6' OPENING
EXIT
LOCATION
6' OPENING
12'
36'
36'
78'
27'
42'
12'
168'
6'
6'
6' OPENINGS
6'
SHEET
B
o
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t
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&
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,
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20
2
4
,
A
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i
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t
s
R
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s
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d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
6
0
2
.
d
w
g
6/
2
1
/
2
0
2
4
6
:
4
0
:
3
1
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C6.03GEOMETRIC PLAN
ALTERNATE 1 - COMMUNITY CENTER TENNIS COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF
FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED.
3.6' DIMENSIONS SHOWN WITHIN COURT SURFACING DEPICT THE STANDARD 6' OPENINGS
AT THE CORNERS OF EACH COURT.
4.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THEY ARE THE SAME PRIOR TO
FIELD LAYOUT.
LEGEND
PROPOSED BITUMINOUS
SURFACING
PROPOSED CONCRETE
SIDEWALK
TRUNCATED DOMES
GALVANIZED CHAIN LINK
FENCE
GALVANIZED CHAIN LINK FENCE
W/CONCRETE MAINTENANCE STRIP
XXXXXXXXX
XXXXXXXXX
OL
I
N
D
A
T
R
A
I
L
N
(
C
S
A
H
3
)
GAMMELGARDEN
MUSEUM OF SCANDIA
209TH STREET N
CONSTRUCT PED RAMP PER
MNDOT STANDARD DETAIL PLATES
CONSTRUCT NEW 6" SIDEWALK PER
STANDARD DETAIL STR-24/C1.01
6'
78'
36'
42'
27'
120'
60'
TRUNCATED DOMES - 12 SF
9
0
°
90°ENTRANCE LOCATION
6' OPENING
EXIT
LOCATION
6' OPENING
CONSTRUCT 6' OPENINGS AT
ENTRANCE/EXIT LOCATIONS (TYP)
PATCH BITUMINOUS PAVEMENT
AS NECESSARY TO CONSTRUCT
PED RAMP (INCIDENTAL)
SHEET
B
o
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&
M
e
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k
,
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c
.
20
2
4
,
A
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R
i
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h
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R
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s
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r
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e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
6
0
1
.
d
w
g
6/
2
1
/
2
0
2
4
6
:
4
8
:
0
8
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C6.04GEOMETRIC PLAN
ALTERNATE 2 - BARTON JOHNSON PARK TENNIS COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF
FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED.
3.6' DIMENSIONS SHOWN WITHIN COURT SURFACING DEPICT THE STANDARD 6' OPENINGS
AT THE CORNERS OF EACH COURT.
4.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THEY ARE THE SAME PRIOR TO
FIELD LAYOUT.
LEGEND
PROPOSED BITUMINOUS
SURFACING
PROPOSED CONCRETE
SIDEWALK
TRUNCATED DOMES
GALVANIZED CHAIN LINK
FENCE
GALVANIZED CHAIN LINK FENCE
W/CONCRETE MAINTENANCE STRIP
XXXXXXXXX
XXXXXXXXX
S
S
S
CO
S
GAMMELGARDEN
MUSEUM OF SCANDIA
CITY HALL
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C
-
D
C
-
D
OL
I
N
D
A
T
R
A
I
L
N
(
C
S
A
H
3
)
209TH STREET N
84.5'
14.83'
14.83'
14.83'
15'
20'
44'
14'
EXISTING ENTANCE LOCATION
BEGIN STRIPING IN LINE WITH
END RAD OF EXISTING BOARDS
SHEET
B
o
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&
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4
,
A
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g
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t
s
R
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s
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d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
6
0
1
.
d
w
g
6/
2
1
/
2
0
2
4
6
:
4
9
:
3
5
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C6.05GEOMETRIC PLAN
ALTERNATE 3 - HOCKEY RINK PICKLEBALL COURT STRIPING
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF
FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED.
3.6' DIMENSIONS SHOWN WITHIN COURT SURFACING DEPICT THE STANDARD 6' OPENINGS
AT THE CORNERS OF EACH COURT.
4.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THEY ARE THE SAME PRIOR TO
FIELD LAYOUT.
LEGEND
PROPOSED BITUMINOUS
SURFACING
PROPOSED CONCRETE
SIDEWALK
TRUNCATED DOMES
GALVANIZED CHAIN LINK
FENCE
GALVANIZED CHAIN LINK FENCE
W/CONCRETE MAINTENANCE STRIP
XXXXXXXXX
XXXXXXXXX
B
B
TRASH
TRASH
S
S
S
CO
S
CITY HALL
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
STRP
NET
STRP
NET
STRP
NET
10'H
CLF
10'H
CLF
10'H
CLF
CONSTRUCT PICKLEBALL
COURT PER DETAIL 2/C1.02 (TYP)
GRASS GRE
E
N
DARK BLUE
LIGHT BLU
E
10'H
CLF
WHITE TENNIS COURT
STRIPING (TYP)
DARK BLUE
LIGHT BLUE
6'H
CLF
6'H
CLF
6'H
CLF
BLUE PICKLEBALL COURT
STRIPING OVERLAY
WHITE PICKLEBALL
COURT STRIPING (TYP)
TEMPORARY NET SYSTEM
(BY OTHERS, TYP)
SHEET
B
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&
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e
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k
,
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.
20
2
4
,
A
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t
s
R
e
s
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r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
7
0
1
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
5
:
1
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C7.01FINISHING PLAN
BASE BID - COMMUNITY CENTER PICKLEBALL COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THEY ARE THE SAME PRIOR TO
FIELD LAYOUT.
3.CITY TO PROVIDE TEMPORARY NET SYSTEM ON OVERLAYED PICKLEBALL COURTS, AND
HOCKEY RINK PICKLEBALL COURTS. THE CONTRACTOR IS TO INSTALL NET, POSTS AND
ANCHORS AT ALL OTHER LOCATIONS PER THE BID ITEM PROVIDED.
6'H
CLF
10'H
CLF
6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
10' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
NET CENTER STRAP ANCHOR
FENCING KEY NOTES
STRP
NET
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH SURFACING
PROPOSED GALVANIZED CHAIN LINK FENCING WITH MAINTENANCE STRIP
FINISHED LEGEND
B
B
TRASH
TRASH
S
S
S
CO
S
CITY HALL
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
10'H
CLF
STRP
NET
STRP
NET
STRP
NET
STRP
NET
STRP
NET
STRP
NET
STRP
NET
10'H
CLF
10'H
CLF
10'H
CLF
CONSTRUCT TENNIS
COURT PER DETAIL 2/C1.02 (TYP)
1-1/2" DEPTH SAWCUT JOINT BETWEEN
COURTS AND ALONG NET LINES.
FILL WITH ELASTOMERIC SEALER
PRIOR TO COATING (TYP)
GRASS GRE
E
N
DARK BLUE
LIGHT BLUE
6'H
CLF
6'H
CLF
6'H
CLF
DARK BLUE
LIGHT BLU
E
DARK BLUE
LIGHT BLUE
DARK BLUE
LIGHT BLU
E
DARK BLUE
LIGHT BLUE
DARK BLUE
LIGHT BLUE
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
7
0
2
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
5
:
2
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C7.02FINISHING PLAN
ALTERNATE 1 - COMMUNITY CENTER TENNIS COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THEY ARE THE SAME PRIOR TO
FIELD LAYOUT.
3.CITY TO PROVIDE TEMPORARY NET SYSTEM ON OVERLAYED PICKLEBALL COURTS, AND
HOCKEY RINK PICKLEBALL COURTS. THE CONTRACTOR IS TO INSTALL NET, POSTS AND
ANCHORS AT ALL OTHER LOCATIONS PER THE BID ITEM PROVIDED.
6'H
CLF
10'H
CLF
6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
10' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
NET CENTER STRAP ANCHOR
FENCING KEY NOTES
STRP
NET
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH SURFACING
PROPOSED GALVANIZED CHAIN LINK FENCING WITH MAINTENANCE STRIP
FINISHED LEGEND
OL
I
N
D
A
T
R
A
I
L
N
(
C
S
A
H
3
)
GAMMELGARDEN
MUSEUM OF SCANDIA
10'H
CLF
STRP
NET
10'H
CLF
10'H
CLF
10'H
CLF
CONSTRUCT TENNIS COURT
PER DETAIL 2/C1.02 (TYP)
GRASS
G
R
E
E
N
WHITE TENNIS COURT
STRIPING (TYP)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
7
0
1
.
d
w
g
6/
2
0
/
2
0
2
4
4
:
1
5
:
4
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C7.03FINISHING PLAN
ALTERNATE 2 - BARTON JOHNSON PARK TENNIS COURT
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THEY ARE THE SAME PRIOR TO
FIELD LAYOUT.
3.CITY TO PROVIDE TEMPORARY NET SYSTEM ON OVERLAYED PICKLEBALL COURTS, AND
HOCKEY RINK PICKLEBALL COURTS. THE CONTRACTOR IS TO INSTALL NET, POSTS AND
ANCHORS AT ALL OTHER LOCATIONS PER THE BID ITEM PROVIDED.
6'H
CLF
10'H
CLF
6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
10' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
NET CENTER STRAP ANCHOR
FENCING KEY NOTES
STRP
NET
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH SURFACING
PROPOSED GALVANIZED CHAIN LINK FENCING WITH MAINTENANCE STRIP
FINISHED LEGEND
S
S
S
CO
S
GAMMELGARDEN
MUSEUM OF SCANDIA
CITY HALL
C-
D
C-
D
C-D
C-D
C-D
C
-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C
-
D
C
-
D
OL
I
N
D
A
T
R
A
I
L
N
(
C
S
A
H
3
)
209TH STREET N
BLUE PICKLEBALL COURT
STRIPING (TYP)
TEMPORARY NET SYSTEM
(BY OTHERS, TYP)
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
4
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
S
C
N
D
\
0
N
1
1
3
3
7
5
4
\
C
A
D
\
C
3
D
\
1
3
3
7
5
4
C
7
0
1
.
d
w
g
6/
2
1
/
2
0
2
4
6
:
5
3
:
2
0
A
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.CITY OF SCANDIA, MINNESOTA
2024 TENNIS COURT RECONSTRUCTION PROJECT
0N1.133754
BID 06/18/2024
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.
ISIAH C. BUBANY
61842 06/18/2024
ICB
ICB
CAQ/JP
3507 HIGH POINT DRIVE NORTH,
BLDG. 1 SUITE E130
OAKDALE, MN 55128
Phone: (651) 704-9970
Email: Oakdale@bolton-menk.com
www.bolton-menk.com
R
C7.04FINISHING PLAN
ALTERNATE 3 - HOCKEY RINK PICKLEBALL COURT STRIPING
FEETSCALE
0 20 40
HORZ.
R
NOTES:
1.REFER TO SHEETS C5.01 - C5.03, UTILITY & GRADING PLAN, FOR GENERAL NOTES.
2.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY THEY ARE THE SAME PRIOR TO
FIELD LAYOUT.
3.CITY TO PROVIDE TEMPORARY NET SYSTEM ON OVERLAYED PICKLEBALL COURTS, AND
HOCKEY RINK PICKLEBALL COURTS. THE CONTRACTOR IS TO INSTALL NET, POSTS AND
ANCHORS AT ALL OTHER LOCATIONS PER THE BID ITEM PROVIDED.
6'H
CLF
10'H
CLF
6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
10' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL
NET CENTER STRAP ANCHOR
FENCING KEY NOTES
STRP
NET
PROPOSED ATHLETIC ASPHALT PAVEMENT WITH SURFACING
PROPOSED GALVANIZED CHAIN LINK FENCING WITH MAINTENANCE STRIP
FINISHED LEGEND