Grading Planu =
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a
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X974- - - - - ` II
X973- PER PLAN
\ _--- _ _- -975 - -
r - _ - _ -_ - -_ - -_ - -
// �/�--- _ _ -975
RESTRICTED ACCESSS PLTRLA T'OE- - I__L- �9so- _ 1�1-r1 ��\�
ARBORETUM BUSINESS PA K THIADQQQI TION- _ _ - - - - _ +_ -
OOC. NO. 31518, DOC. N�7. 11511_PER PLAN
o AND MNOOT R.O.W. PAT NO 10 13 I � �7 I - ��t-r �-v- � \�
_
PARCEL 311 TIv INNES - - \
/ _ GTA DSP AL2 T�/I EN? O�TR#IdSPBRTA�TI�N \\
- NORTH IFI 019�`�L-OT (]
RIGHT OF WAY PL�DS T N0. 10-13 (DOC. N0. T115101).
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INV OF DRAINTILE _ Wb 1.00
BOTTOM OFS ND-MzPDI M
104 F \ \ INV = 967.25 / -� _y8o
STMN'h(.48"ID{,, �HD-
/ 7 � RIM -973:70 �0.4�3% sep` -EAS{ AS-
? 41Nx41N -IN 66.80 \ -
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974 E LF +
I-IQPE
�qi N IT @ 0.45"% \ -
<
SIDEVOAk RC OSS -DRAIN '/ HP ' EX C`SJ
✓ r\ I 1 FLOWLINE=971.0 C i
SNE FLOWLINE =970.9
15"FLARED I I EXEN D
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/ it I I I I I I / PF 02 o Imo, ry�A' FX
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X12" FLARE E 966.9
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NO. 143132
R :956.43
_ E 963.111E r' /
j" 1E 963(45E 11
i I �
I m
O -I r _1 0
Z-------- z
O o
I S�IIDD J
/ I I c 170.4)5 2 m
/ I �II�V = 967.45
o m
88 L� x
C ,I w
` 20.46
\y 0.45% -'
Ex 0.9
_969\
qA0 it s6g\ PEVEMTIIO
Bl 127" IDhc9 II LI ITSYPu I6\
RIM=969 5 IIIJJJ VVV
�Nv=-96 .85 II \ +910.
\969
I �
FFFTTM 2BM2
0 10 I 9
/ SE N STOR w e / L _ _ __ - - -- • U
970 SE ER STpIS: 968.83 �I r
7 w IE 963.99 bLF EX 6L R 96
z z C NNECT TO pCISTI r "'F2R'THDPE _ E EMENT� �� F� -` ASE T FO °48'49"W 2574 RE: 967.4 -e z
61 EASEMENT FOR
< a C TCH BAS w �45% QUEE 7 PER PLA OF 968 TlL P w
0
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s
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RE: 967.74
E 961.44
PER PLAN
PER PLAN
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i L E SIGN �� r ER DOC. NO, IX --
ARb5#A C5BJREA RK s - PER DOC. NO.
a o T-187647i� o
6 ,d BION 27 N - -N i T-187647 o w
/ D L NT 967- 7 \ z RE: 966.39 '6 i
i DEM LTTION� RE9 - _ _ - - A UNABLE z
-� LIMIT 0'16 'GV 76 1 LI ITS ( YL) g p2 - _ - - - TO MEASURE gel w
_ 24"PVC �-
24 POO _ _ -
m7 -1 i IE 956.12 -mss -� i� `
-967- =67�
162.29 _ ge5
I� - - - -• _ N88°4849 WI_ Z�j-- AHQ-GROSS-SLm PfSs - �� IIVI- -
_22RA - UI9tESS'Hfi' €RWIS€-NOTE,
�}- I V - - _ c�°� _ - - - -N_D� E %-»-_-= 1 FT WIDE
N / 10 1588Y,5 004�E�- - - - - - _ - m - ����25_O E 79L 79 -� =e60 - - -y =960- BLOCK
o; J 1965, / A ENS-BEMOI IMl7S: = _ - -
/ NTRACTORS 1)-A�EMOVEALL- -_- ° �,� c - _ i
0 UaP"MG_PAVEMEIATS, 2URB�GIITTER, _ - - -I - - mN) 6? - B950"
J / // 96 / 9N9 L N91US WA�TL �-NLCESSAR 955 L �77Y 7 R �P � � � „��' 0.00
U 96J - - I- �1 °' 1 ,n 955
//// F 5" C9NSTRTCC ION- - rt �-RSO � -A
7Y
I ////�y� � i F�€VTs �ER-PLA aF- - - a � - -_ _+ _� = 95 - = '=39.2 -
- -_950 - Fac - -
/ /A/R tsKE�T�sll�FSs-P1 /YI(-6-iil-L /iDiTl(JN PSRC - 950 - 950
a- - - -
IL
+ 7
h �� I/' 946" - S89°17'34"E 262.06 -945 gnR/ gas - Ls,-izss - - -
% vl L G- I III I`�9 I I I _ - - 945- - -
/� lF5' 945 �U TLO / n SE CORNER �/942" _942
-AF80I E_rUV BUSMSS PARK
R / 6 8IIII ( I 1 1I� /
FES: 944.05 /
I�9g�
GRADING NOTES:
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, AND RIM
AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION
AND SIZE OF EXISTING SANITARY, WATER, AND STORMSEWER STUBS, AND EXISTING
GRADES SHALL ALSO BE VERIFIED.
2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL
SURVEY COMPLETED BYSAMBATEK, MINNETONKA, MN (763) 476-6010.
3. BENCHMARK: TOP NUT OF HYDRANT LOCATED JUST EAST OF NORTHEAST CORNER OF
PROPOSED PARKING AREA (SEE PLAN) - ELEV = 974.41 (NAVD 88)
4. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN
ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE
SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS.
5. IF REQUIRED BYTHE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, THE
OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE
INSTALLATION OF ANY STORM SEWER UTILITIES.
6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1166 FOR A
UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF
UTILITIES BEFORE BEGINNING WORK.
7. SEE SHEET C2 FOR STANDARD DETAILS.
8. HDPE STORM SEWER CROSSING ABOVE AND WITHIN 10 -FT OF EXISTING OR PROPOSED
WATER MAIN OR SERVICES SHALL MEET THE FOLLOWING STANDARDS PER THE MN
PLUMBING CODE:
4"- 10" DIAMETER: AASHTOW62
12"- 60" DIAMETER: ASTM F2306
FITTINGS: ASTM D3212
SEE SHEET C6 FOR LOCATIONS OF NEW WATER MAIN AND SERVICES.
FILTRATION BASIN NOTES:
9. ALL LENGTHS OF STORMSEWER OR CULVERT PIPE SPECIFIED ON THIS PLAN INCLUDE
THE LENGTHS OF ANY ASSOCIATED FLARED END SECTIONS.
10. TRASH GUARDS SHALL BE INSTALLED ON ALL STORMSEWER END SECTIONS.
11. FINISHED ELEVATIONS OF LAWN/GREEN AREAS ADJACENT TO BUILDINGS SHALL BE
A MINIMUM OF 6" BELOW FINISHED FLOOR OR TOP -OF -BLOCK ELEVATION.
12. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES.
CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY
THE CONTRACTOR
13. SPOT ELEVATIONS ARE FLOW LINE AND/OR FINISHED GRADES, UNLESS OTHERWISE
INDICATED. TOP OF CURB ELEVATIONS ARE 6" ABOVE THE FLOW LINE SPOT
ELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE.
14. "EX" DENOTES EXISTING SPOT ELEVATIONS. "HP" DENOTES HIGH POINTS.
15. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER, UNLESS NOTED
OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE
TOWARDS CATCH BASINS AND/OR OUTLETS. THE CONTRACTOR SHALL BE
RESPONSIBLETO PROVIDETHE REQUIRED ELEVATIONS, WHICH WILL PROMOTE
POSITIVE DRAINAGE THROUGHOUTTHE PROJECTSITE.
NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE
TO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES,
THE CONTRACTOR WILL NEED TO SIGN A HOLD -HARMLESS AGREEMENT PROVIDED
BY SCHULTZ ENGINEERING &SITE DESIGN, AND AGREE TO PAY A$60 PROCESSING
FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK
1. CONSTRUCTION EQUIPMENTSHALL NOT BE DRIVEN ACROSS FILTRATION BASIN
AREA AFTER BASIN HAS BEEN EXCAVATED AND SAND/MEDIUM HAS BEEN PLACED.
2. DURING CONSTRUCTION OF THE ADJACENT BUILDING AND PARKING AREAS, THE
FILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT
WITH SILT FENCE.
3. THE SAND -MEDIUM INCLUDED IN THE CONSTRUCTION OFTHE FILTRATION BASIN
SHALL BE PLACED AS LOOSELY AS POSSIBLE.
4. ONCE THE FILTRATION BASIN IS COMPLETED AND THE SITE HAS BEEN
STABILIZED, THE CONTRACTOR SHALL ARRANGE AND PAY FOR TESTING THE
INFILTRATION RATES OF THE SOIL -MEDIUM. THE TEST RESULTS SHALL BE
SUBMITTED TO THE COUNTY AND THE ENGINEER.
5. THE BOTTOM OF THE INFILTRATION SHALL BE SEEDED WITH A NATIVE SEED MIX
AND/OR NATIVE PLUGS/PLANTINGS. VERIFY WITH OWNER.
6. FINAL STABILIZATION OF THE FILTRATION BASIN SHALL NOT BE COMPLETED UNTIL
THE UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED.
FILTRATION BASIN ELEVATIONS
FILTRATION
BASIN
= 1064.00 "
SAND
BOTTOM
BASIN
BOTTOM
BOTTOM OF
BASIN/TOP
F SAND-MEDIU = 10�.�0
FB
963.50
BASIN OUTLET=
106750
967.50
969.35
969.50
TOP OF BASIN
= 1069.5
/� i
T OF B
SIDE -SLOPES
3:1
,9�1 I a
9 b,(1
i
N90°00'00"W-
R .968.96
1 3.98
E: 963.52
v
R 1„�,(IJSPOSE
970
X12" FLARE E 966.9
EN ).SEC V
_ KOW
510V- 67�Rucru
BURT
6
UNDZR
l ��
FOR ACCESS
NO. 143132
R :956.43
_ E 963.111E r' /
j" 1E 963(45E 11
i I �
I m
O -I r _1 0
Z-------- z
O o
I S�IIDD J
/ I I c 170.4)5 2 m
/ I �II�V = 967.45
o m
88 L� x
C ,I w
` 20.46
\y 0.45% -'
Ex 0.9
_969\
qA0 it s6g\ PEVEMTIIO
Bl 127" IDhc9 II LI ITSYPu I6\
RIM=969 5 IIIJJJ VVV
�Nv=-96 .85 II \ +910.
\969
I �
FFFTTM 2BM2
0 10 I 9
/ SE N STOR w e / L _ _ __ - - -- • U
970 SE ER STpIS: 968.83 �I r
7 w IE 963.99 bLF EX 6L R 96
z z C NNECT TO pCISTI r "'F2R'THDPE _ E EMENT� �� F� -` ASE T FO °48'49"W 2574 RE: 967.4 -e z
61 EASEMENT FOR
< a C TCH BAS w �45% QUEE 7 PER PLA OF 968 TlL P w
0
z
0
M
s
0
RE: 967.92
24"RCP
RE: 967.74
E 961.44
PER PLAN
PER PLAN
o - W 20
( E AFRO
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IE 53.20 I z
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- , URPOS E). -
4 W) " M - SHARED PARKING
i L E SIGN �� r ER DOC. NO, IX --
ARb5#A C5BJREA RK s - PER DOC. NO.
a o T-187647i� o
6 ,d BION 27 N - -N i T-187647 o w
/ D L NT 967- 7 \ z RE: 966.39 '6 i
i DEM LTTION� RE9 - _ _ - - A UNABLE z
-� LIMIT 0'16 'GV 76 1 LI ITS ( YL) g p2 - _ - - - TO MEASURE gel w
_ 24"PVC �-
24 POO _ _ -
m7 -1 i IE 956.12 -mss -� i� `
-967- =67�
162.29 _ ge5
I� - - - -• _ N88°4849 WI_ Z�j-- AHQ-GROSS-SLm PfSs - �� IIVI- -
_22RA - UI9tESS'Hfi' €RWIS€-NOTE,
�}- I V - - _ c�°� _ - - - -N_D� E %-»-_-= 1 FT WIDE
N / 10 1588Y,5 004�E�- - - - - - _ - m - ����25_O E 79L 79 -� =e60 - - -y =960- BLOCK
o; J 1965, / A ENS-BEMOI IMl7S: = _ - -
/ NTRACTORS 1)-A�EMOVEALL- -_- ° �,� c - _ i
0 UaP"MG_PAVEMEIATS, 2URB�GIITTER, _ - - -I - - mN) 6? - B950"
J / // 96 / 9N9 L N91US WA�TL �-NLCESSAR 955 L �77Y 7 R �P � � � „��' 0.00
U 96J - - I- �1 °' 1 ,n 955
//// F 5" C9NSTRTCC ION- - rt �-RSO � -A
7Y
I ////�y� � i F�€VTs �ER-PLA aF- - - a � - -_ _+ _� = 95 - = '=39.2 -
- -_950 - Fac - -
/ /A/R tsKE�T�sll�FSs-P1 /YI(-6-iil-L /iDiTl(JN PSRC - 950 - 950
a- - - -
IL
+ 7
h �� I/' 946" - S89°17'34"E 262.06 -945 gnR/ gas - Ls,-izss - - -
% vl L G- I III I`�9 I I I _ - - 945- - -
/� lF5' 945 �U TLO / n SE CORNER �/942" _942
-AF80I E_rUV BUSMSS PARK
R / 6 8IIII ( I 1 1I� /
FES: 944.05 /
I�9g�
GRADING NOTES:
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS INCLUDING LOCATIONS, AND RIM
AND INVERT ELEVATIONS, OF EXISTING DRAINAGE AND SANITARY STRUCTURES. LOCATION
AND SIZE OF EXISTING SANITARY, WATER, AND STORMSEWER STUBS, AND EXISTING
GRADES SHALL ALSO BE VERIFIED.
2. EXISTING TOPOGRAPHICAL INFORMATION WAS OBTAINED FROM A TOPOGRAPHICAL
SURVEY COMPLETED BYSAMBATEK, MINNETONKA, MN (763) 476-6010.
3. BENCHMARK: TOP NUT OF HYDRANT LOCATED JUST EAST OF NORTHEAST CORNER OF
PROPOSED PARKING AREA (SEE PLAN) - ELEV = 974.41 (NAVD 88)
4. NOTIFY ENGINEER IMMEDIATELY IF ANY INCONSISTENCIES ARE DISCOVERED BETWEEN
ACTUAL SITE CONDITIONS AND WHAT IS SHOWN ON THE PLANS, WHICH ARE
SIGNIFICANT ENOUGH TO ALTER THE INTENT OF THE DRAWINGS.
5. IF REQUIRED BYTHE MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY, THE
OWNER OR CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT PRIOR TO THE
INSTALLATION OF ANY STORM SEWER UTILITIES.
6. THE CONTRACTOR SHALL CONTACT GOPHER ONE CALL AT (800) 252-1166 FOR A
UTILITY LOCATE PRIOR TO THE START OF CONSTRUCTION AND VERIFY LOCATIONS OF
UTILITIES BEFORE BEGINNING WORK.
7. SEE SHEET C2 FOR STANDARD DETAILS.
8. HDPE STORM SEWER CROSSING ABOVE AND WITHIN 10 -FT OF EXISTING OR PROPOSED
WATER MAIN OR SERVICES SHALL MEET THE FOLLOWING STANDARDS PER THE MN
PLUMBING CODE:
4"- 10" DIAMETER: AASHTOW62
12"- 60" DIAMETER: ASTM F2306
FITTINGS: ASTM D3212
SEE SHEET C6 FOR LOCATIONS OF NEW WATER MAIN AND SERVICES.
FILTRATION BASIN NOTES:
9. ALL LENGTHS OF STORMSEWER OR CULVERT PIPE SPECIFIED ON THIS PLAN INCLUDE
THE LENGTHS OF ANY ASSOCIATED FLARED END SECTIONS.
10. TRASH GUARDS SHALL BE INSTALLED ON ALL STORMSEWER END SECTIONS.
11. FINISHED ELEVATIONS OF LAWN/GREEN AREAS ADJACENT TO BUILDINGS SHALL BE
A MINIMUM OF 6" BELOW FINISHED FLOOR OR TOP -OF -BLOCK ELEVATION.
12. CONTRACTOR SHALL PERFORM CALCULATIONS TO VERIFY EARTHWORK QUANTITIES.
CONTRACTOR'S BID SHALL BE BASED ON EARTHWORK CALCULATIONS COMPLETED BY
THE CONTRACTOR
13. SPOT ELEVATIONS ARE FLOW LINE AND/OR FINISHED GRADES, UNLESS OTHERWISE
INDICATED. TOP OF CURB ELEVATIONS ARE 6" ABOVE THE FLOW LINE SPOT
ELEVATION SHOWN ON THE PLANS, UNLESS NOTED OTHERWISE.
14. "EX" DENOTES EXISTING SPOT ELEVATIONS. "HP" DENOTES HIGH POINTS.
15. ALL PROPOSED ELEVATIONS ARE TOP OF PAVING OR GUTTER, UNLESS NOTED
OTHERWISE. PROPOSED ELEVATIONS ARE INTENDED TO PROVIDE POSITIVE DRAINAGE
TOWARDS CATCH BASINS AND/OR OUTLETS. THE CONTRACTOR SHALL BE
RESPONSIBLETO PROVIDETHE REQUIRED ELEVATIONS, WHICH WILL PROMOTE
POSITIVE DRAINAGE THROUGHOUTTHE PROJECTSITE.
NOTE: CADD FILES FOR ESTIMATING EARTHWORK QUANTITIES ARE AVAILABLE
TO CONTRACTORS FOR PREPARING BIDS. IN ORDER TO RECEIVE THE CADD FILES,
THE CONTRACTOR WILL NEED TO SIGN A HOLD -HARMLESS AGREEMENT PROVIDED
BY SCHULTZ ENGINEERING &SITE DESIGN, AND AGREE TO PAY A$60 PROCESSING
FEE. THE CADD FILES WILL BE RELEASED UPON RECEIPT OF THE CHECK
1. CONSTRUCTION EQUIPMENTSHALL NOT BE DRIVEN ACROSS FILTRATION BASIN
AREA AFTER BASIN HAS BEEN EXCAVATED AND SAND/MEDIUM HAS BEEN PLACED.
2. DURING CONSTRUCTION OF THE ADJACENT BUILDING AND PARKING AREAS, THE
FILTRATION BASIN AREA SHALL BE PROTECTED FROM TRAFFIC AND SEDIMENT
WITH SILT FENCE.
3. THE SAND -MEDIUM INCLUDED IN THE CONSTRUCTION OFTHE FILTRATION BASIN
SHALL BE PLACED AS LOOSELY AS POSSIBLE.
4. ONCE THE FILTRATION BASIN IS COMPLETED AND THE SITE HAS BEEN
STABILIZED, THE CONTRACTOR SHALL ARRANGE AND PAY FOR TESTING THE
INFILTRATION RATES OF THE SOIL -MEDIUM. THE TEST RESULTS SHALL BE
SUBMITTED TO THE COUNTY AND THE ENGINEER.
5. THE BOTTOM OF THE INFILTRATION SHALL BE SEEDED WITH A NATIVE SEED MIX
AND/OR NATIVE PLUGS/PLANTINGS. VERIFY WITH OWNER.
6. FINAL STABILIZATION OF THE FILTRATION BASIN SHALL NOT BE COMPLETED UNTIL
THE UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED.
FILTRATION BASIN ELEVATIONS
FILTRATION
BASIN
DRAINTILE
INVERT
SAND
BOTTOM
BASIN
BOTTOM
BASIN
OUTLET
OVERFLOW
GRATE
TOP OF
BERM
FB
963.50
964.00
966.50
967.50
969.35
969.50
BASIN BOTTOM LINED W/
MIN. 6" 70% CLEAN SAND /
30% COMPOST MIX
CLEAN SAND
(< 5% PASSING -
1 1 #200 SIEVE)
PERFORATED DRAINTILE -
SURROUNDED BY V-2"
WASHED CRUSHED ROCK
(4" DRAINTILE UNLESS
NOTED OTHERWISE)
FILTRATION BASIN
MNDOT3733 TYPE 1 FILTER
FABRIC OVERLYING
CRUSHED ROCK/ DRAINTILE
NON -PERFORATED DRAINTILE
OUTSIDE OF BASIN SECTION -
RP' DRAINTILE UNLESS NOTED
OTHERWISE)
HAALA PS48-68S POND SKIMMER
CASTING W/ WEDGE ANCHORS, OR
APPROVED EQUIVALENT (INSTALL PER
MANUFACTURER'S REQUIREMENTS AND
SPECIFICATIONS
INV = 967.48
4 LF
12" HUFF
@ 0.50%
TYP 48" CATCH BASIN
(SEE SHEET 71C2)
66 LF
12" HUFF
@ 0.45%
NTS
C Copyright 2015
T
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Y
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Sjoquist Architects, Inc
2800 University Avenue SE, Suite 100
Minneapolis, Minnesota 55414
612.379.9233 Fax 612.379.9263
http.//www.4oquist corn
SCHULTZ ENGINEERING
tie
& SITE DESIGN
18 South Riverside Avenue
Suite 230
Sartell, MN 56377
Ph: (320) 339-0669
Fx: (866) 633-1830
schuitLeng@iive.com
www.schultzengineeringdesign.com
1 hereby certify that this plan,
specification or report was prepared
by me or under my direct supervision
and that 1 am a duly licensed
Engineer under the laws of the state
of Minnesota
BRIAN J. SCHULTZ, PE
XX/XX/2016 43129
DATE LICENSE NO.
Revisions
1621
Sjoquist Project Number
16058
Schultz Eng. Project Number
TWEET
PEDIATRIC
DENTISTRY
L 'J
ORTHODONTICS
7845 CENTURY BLVD
CHANHASSEN,
MINNESOTA
SCALE: V=30'
0 30 60
GRADING PLAN