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NOTE: PLACING FILTER FABRIC UNDER THE ROCK ENTRANCE MAY
REDUCE THE AMOUNT OF MAINTENANCE IT WOULD REQUIRE.
TEMPORARY ROCK CONSTRUCTION ENTRANCE
STAPLE PLASTIC
SHEETING
EVERY S' (TYP)
1'
CONCRETE WASHOUT
3 PLASTIC ZIP TIES
AT LEAST V APART
(50LB TENSILE)
LOCATED IN TOP 8"
OF STEEL POST
M
S MINIMUM LENGTH STEEL T -POST
b' MAXIMUM SPACING
POST NIPPLES FACES AWAY FROM
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
S WIDE
TIRE COMPACTION ZONE
_�,FLOW
CONSTRUCT BERM
AROUND ENTIRE
WASHOUT AR EA
1. THE ROCK ENTRANCE SHALL BE CONSTRUCTED PRIOR TO THE
START OF GRADING OPERATIONS.
2. THE ENTRANCE SHALL BE GRADED SUCH THAT POSITIVE DRAINAGE
DURING CONSTRUCTION IS PROVIDED.
3. THE ENTRANCE SHALL BE MAINTAINED IN SUCH A CONDITION SUCH
THAT IT PREVENTS MUD TRACKING OFFSITE. ADDITIONAL ROCK OR
REPLACEMENT OF THE ENTRANCE MAY BE REQUIRED PERIODICALLY
IF MUD STARTS TO TRACK OFF SITE.
4. THE ROCK ENTRANCE MAY BE REMOVED JUST PRIOR TO THE
PLACEMENT OF AGGREGATE BASE.
10 MIL PLASTIC
SHEETING LINER
PLACED WITHIN
WASHOUTAREA
1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE
10'X10'
2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM
CONCRETE WASHOUT AREA AND DISPOSE OF PER
MPCA REQUIREMENTS WHEN WASHOUT AREA
BECOMES HALF FULL.
3. CONTRACTOR SHALL SELECTTHE MOST OPTIMAL
LOCATION FOR THE CONCRETE WASHOUT
NTS
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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
& 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
i I BRIAN J. SCHULTZ, PE
XX/XX/2016 43129
DATE LICENSE NO.
Revisions
1621
Sjoquist Project Number
i - ]'TO 3' Schultz 6058ng. Project Number
6, . /, \ ,
6-
7
"
"
L.
A CHECK SLOTSHALL BE CONSTRUCTED ATTHE TOP
WMW
TWEET
OF STEEP SLOPES (4:1 OR STEEPER) WHERE EROSION CONTROL
IW 01 41
?
MACHINE SLICE
BLANKET IS PLACED AS PER THE FOLLOWING:
\'
\
PEDIATRIC
y i c'1r�Q`i'iy,�.�/
■..
8"-12"DEPTH
1. DIG b"Xb"TRENCH
� �OiyQ�II�R
I. USE PROPER EQUIPMENT SUCH THAT THE SOIL IS
'
����S�I►�, ��
DENTISTRY/
.� r
I.
SLICED, NOTTURNED OVER.
LOT
2
2. AFTER SILT FENCE INSTALLATION, COMPACT THE SOIL
3. STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT
AND
BURIED InPI P RIMET \ w
e 11\\ UNDER B 9 C FgNCE (TYP)
z I 2
'9 I I\ 6 I s 0
/ CN 9 A \ ss
969CATEGORY3 \ p O O O
911 z / 1 s /O U / F ,OSI NCONTROL O0O�O TEMPORARY�'OCK U 06Na l (n E O I�G�Ov� �ij 2) - O 970 CONSTRUCTION
/ Iq / (--RE: 956.43 s 00000 ENTRANCE
a __ A 963.60 1 1 000 O y \
-\ - - - - -9j0- 11 1 00 _ 4R, BM 2
N90°00'00"W- ��
RE: 968.96 13.98 O O O o '0 s7s
E: 963.52 d7 - - - - - - 969
12"RCP � � � o C R�-
970 RE: 968.83 � � ORA/NAGE 9 w
E 963.99 JJ L- - PER PLAN s
;ST � � TlLITY EAS ENT � � � _��_� "` EASEMENT FOR � RE: 967.44 % z
a z w i_ N88 °48'49 "W 257 40 6 ` ( EASEMENT FOR w
z Q I r LINE - MARQUEE i p P T OF~968" Q
J / LOT 1 SIGN /RE METtK _ _ _ UTILl7Y PURPOSES T'
0 0 69 Q ` �� i ENCE LTORETUM 1 r PER DOC. NO. �I S SHARED PARKING
z 9 > , INESS PARK s - - PER DOC. NO. o
0 0 r / 6TH ADDITION 27 o T-187647 N - -Po60 �- %�� 7 187647 ow
M
RE9 967- 7 \ , REUNABLg `° z
w o> o l 88° 016 'W� 76 1 o
6.22 ge
-_I - TO MEASURE -
`" > _24"PVC -
24"PVC
RE 967.92 s m7 �C- i IE9�6.12� of a
/ -967- -967
RE 967.74 �� 1622 - -)� F- �ASTCIIVI-
IE 961.44 g6 } a6 OL _ N88°48'49'W- _ - IN�TACC -�sss LOL.1 -
PER PLAN 3 o.4�' Mj . l - _ - 'SSo/a/6A.S�ffiSIN PR6TC_ION_-I - - _ _
07,,-
- - - - _ _ _ - co o - _ - -PER-O '4- A9EfiT_-0.- - - - -_ 1 FT WIDE
PER PLAN o �"3° N 10 I 2 07/�/ TAttCATGH -�' - m_ -� ��250 E- 7 -� iseo =9 os -BLOCK
z it ii I 5885ff''04 E �BAS1N TECTION- 97.79 - i- -v WALL
IE: 53.20 a Z J J� - - - 5 - ,- -
¢ a i
Eg
960
8Ia wo U � - --rt -- --R�- -O-_Qf �.SEA_ 9E1
-- _ NO -955
4_�5
90
.50-0
967 I- - -0
. ,
--- -
L7V-
955
-,I N?TY 2AS_E7TS.°ER�S14 9s2-= Z=5.25
/�NL4 _ssa950�l�VMPSS-PA�-6ADOETo
= _-950
-50-0kAv
3 i
_ eas_
1 zss0 Ls-"pIII I� 9 ° ' " 62.06 9
9 � -- --
-
_
L I'/� I I I r 9x A5 k9k5 / SE CORNER ,/942- - - - - - _942
°C I���IIIIIIII�IIII�s�9 j / _-��UTLOT A OT1
> 0 65 / A BOI MUUM BUSMSS PARK
J .9 FES: 944.05
+947 1
I G 96's\ k� / I 1 1 ) / / / I ) ba
Z m
U
O
O°O°O
000000
0P0
SSQ- 00°0°O°0
G0� 0°0°0°0°°F=
P 0°0°O°O
°000°000°
0
b" BUMP FOR
KEEPING RUNOFF
ON SITE
AGGREGATE
NOTE: PLACING FILTER FABRIC UNDER THE ROCK ENTRANCE MAY
REDUCE THE AMOUNT OF MAINTENANCE IT WOULD REQUIRE.
TEMPORARY ROCK CONSTRUCTION ENTRANCE
STAPLE PLASTIC
SHEETING
EVERY S' (TYP)
1'
CONCRETE WASHOUT
3 PLASTIC ZIP TIES
AT LEAST V APART
(50LB TENSILE)
LOCATED IN TOP 8"
OF STEEL POST
M
S MINIMUM LENGTH STEEL T -POST
b' MAXIMUM SPACING
POST NIPPLES FACES AWAY FROM
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
S WIDE
TIRE COMPACTION ZONE
_�,FLOW
CONSTRUCT BERM
AROUND ENTIRE
WASHOUT AR EA
1. THE ROCK ENTRANCE SHALL BE CONSTRUCTED PRIOR TO THE
START OF GRADING OPERATIONS.
2. THE ENTRANCE SHALL BE GRADED SUCH THAT POSITIVE DRAINAGE
DURING CONSTRUCTION IS PROVIDED.
3. THE ENTRANCE SHALL BE MAINTAINED IN SUCH A CONDITION SUCH
THAT IT PREVENTS MUD TRACKING OFFSITE. ADDITIONAL ROCK OR
REPLACEMENT OF THE ENTRANCE MAY BE REQUIRED PERIODICALLY
IF MUD STARTS TO TRACK OFF SITE.
4. THE ROCK ENTRANCE MAY BE REMOVED JUST PRIOR TO THE
PLACEMENT OF AGGREGATE BASE.
10 MIL PLASTIC
SHEETING LINER
PLACED WITHIN
WASHOUTAREA
1. BOTTOM OF CONCRETE WASHOUT AREA SHALL BE
10'X10'
2. CONTRACTOR SHALL REMOVE WASH LIQUID FROM
CONCRETE WASHOUT AREA AND DISPOSE OF PER
MPCA REQUIREMENTS WHEN WASHOUT AREA
BECOMES HALF FULL.
3. CONTRACTOR SHALL SELECTTHE MOST OPTIMAL
LOCATION FOR THE CONCRETE WASHOUT
NTS
NTS
C Co ydght 2011^5
W
T
Q
C^
W
T
N
W
Cl)
Y
W
I
u
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
& 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
i I BRIAN J. SCHULTZ, PE
XX/XX/2016 43129
DATE LICENSE NO.
Revisions
1621
Sjoquist Project Number
i - ]'TO 3' Schultz 6058ng. Project Number
6, . /, \ ,
6-
7
SILT FENCE (MACHINE SLICED
4
RIP RAP AT PIPE OUTLETS
EROSION CONTROL BLANKET
NOTES:
1. RIP RAP SHALL MEET THE
REQUIREMENTS OF MNDOT
SPEC.3601
2. SEE PLANS FOR CLASS OF
RIP RAP
3. D=PIPE DIAMETER IN FEET
(SEE PLANS)
4. OUTLETS ON STEEP SLOPES
SHALL BE PROVIDED WITH
RIP RAP FROMTHE OUTLET
TO THETOE OFTHESLOPE.
MNDOT3733 TYPE 4
GEOTEXTILE FABRIC
MINIMUM b" BEDDING PER
MNDOTSPEC. 3601.26
NTS
7845 CENTURY BLVD
CHANHASSEN,
MINNESOTA
SCALE: V=30'
0 30 60
SWPPP - PLAN VIEW
C-101.31
"
"
L.
A CHECK SLOTSHALL BE CONSTRUCTED ATTHE TOP
i
TWEET
OF STEEP SLOPES (4:1 OR STEEPER) WHERE EROSION CONTROL
?
MACHINE SLICE
BLANKET IS PLACED AS PER THE FOLLOWING:
\'
\
PEDIATRIC
?
8"-12"DEPTH
1. DIG b"Xb"TRENCH
I. USE PROPER EQUIPMENT SUCH THAT THE SOIL IS
2. LAY BLANKET END INTO TRENCH
DENTISTRY/
SLICED, NOTTURNED OVER.
2. AFTER SILT FENCE INSTALLATION, COMPACT THE SOIL
3. STAPLE BLANKET IN BOTTOM OF TRENCH EVERY 1 FT
AND
MATERIALS PER MNDOT3886
IMMEDIATELY NEXT TO THE GEOTEXTILE BY DRIVING
4. BACKFILL TRENCH WITH SOIL AND COMPACT
INSTALLATION PER MNDOT2573.3C1
OVER IT WITH ATRACTOR TIRE AT LEASTTWICE
5. ESLOPE LENGTH (L) IS GREATER THAN 100 FT DIG A CHECKSLOT
1/3 FROMTHE BOTTOMOFTHE
ORTHODONTICS
SLOPE AND STAPLE THE BLANKET IN AS IN THE TOP TRENCH.
SILT FENCE (MACHINE SLICED
4
RIP RAP AT PIPE OUTLETS
EROSION CONTROL BLANKET
NOTES:
1. RIP RAP SHALL MEET THE
REQUIREMENTS OF MNDOT
SPEC.3601
2. SEE PLANS FOR CLASS OF
RIP RAP
3. D=PIPE DIAMETER IN FEET
(SEE PLANS)
4. OUTLETS ON STEEP SLOPES
SHALL BE PROVIDED WITH
RIP RAP FROMTHE OUTLET
TO THETOE OFTHESLOPE.
MNDOT3733 TYPE 4
GEOTEXTILE FABRIC
MINIMUM b" BEDDING PER
MNDOTSPEC. 3601.26
NTS
7845 CENTURY BLVD
CHANHASSEN,
MINNESOTA
SCALE: V=30'
0 30 60
SWPPP - PLAN VIEW
C-101.31