4.a 13 Scandia C8 Civil Details■■ DUCKS
6" CONCRETE WALK
MN/DOT 2521
■■ DUCKS
FINISHED GRADE
2" BIT. WEAR COURSE,
MN/DDT 2360 SPWEA240B
TACK COAT, MN/DOT 2357
2.5" BIT. NON -WEAR COURSE,
MN/DOT 2360 SPNWB230B
10" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138
GEOTEXTILE FILTER FABRIC TYPE V,
MN/DOT 3733.2
SURFACE COMPACTION
HEAVY DUTY BITUMINOUS
PAVEMENT SECTION
CONCRETE SIDEWALK
SECTION
LOUCKS PLATE NO.
2032
DRAWN 2/2016
4" GRANULAR MATERIAL
MN/DOT 3149
LOUCKS PLATE NO.
2035
DRAWN 2/2016
FINISHED GRADE
6" CONCRETE MN/DOT SPEC. 2301
6" COMPACTED AGGREGATE
BASE CL. 5 OR 2 MN/DOT 3138
APPROVED SUBGRADE
NOTES:
1. CONCRETE SHOULD BE REINFORCED WITH WELDED WIRE FABRIC
OR REINFORCING BARS TO ASSIST IN CONTROLLING CRACKING
FROM DRYING SHRINKAGE AND THERMAL CHANGES.
2. SAWED -OR FORMED CONTROL JOINTS SHOULD BE INCLUDED
FOR EACH 225 SQUARE FEET OF AREA OR LESS 0 5 FEET BY 15
FEET).
3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE
FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE
UTILIZED AT FORMED AND/OR COLD JOINTS.
■■ DUCKS
HEAVY DUTY CONCRETE
PAVEMENT SECTION
LOUCKS PLATE NO.
2034
DRAWN 2/2016
M INSTALL WHEN M.H. IS ADJUST CASTING TO Y4" - Y2" BELOW FINISHED
H PLACED -OUTSIDE OF GRADE, TYPICAL FOR ALL CASTINGS IN PAVEMENT
w THE ROADWAY. MANHOLE CASTING FRAME AND
Q COVER-NEENAH R-1733 OR APPROVED
EQUAL. INCLUDES SOLID LID & "STORM
p 2 SEWER" LETTERING.
a
O CONCRETE ADJUSTING RINGS,
LL MIN. 4" - MAX. 10"
LL
O RUBBER GASKETS BETWEEN EACH
JOINT IN MANHOLE SECTIONS.
27"�
NOTES:
1. WHERE WATER MAY STAND, TOP OF MH
• SHALL BE 2 FEET ABOVE GROUND,
AND/OR 2 FEET ABOVE THE 100 YEAR
STORM WATER LEVEL.
2. ON MANHOLES 8' DEEP AND GREATER A
4 • ONE FOOT FOUR INCH (1'-4") PRECAST
48 SECTION SHALL BE PLACED
IMMEDIATELY BELOW CONE SECTION.
STEPS 16" O.C. ON 3. WHEN MANHOLE DEPTH IS LESS THAN 8,
`t DOWNSTREAM SIDE.A TOP SLAB SHALL BE USED IN PLACE OF
EXTRUDED ALUMINUM ° THE CONE. TOP SLAB SHALL BE SUITABLE
OR STEEL REINFORCED FOR AASHTO HS20 HIGHWAY LOADINGS.
COPOLYMER PLASTIC. THE SLAB SHALL BE SET ON A MORTAR
BED.
• 4. ALL JOINTS BETWEEN SECTIONS SHALL
•, HAVE RUBBER O-RING GASKETS.
5. MINIMUM BASE SLAB THICKNESS, 6" TO
p 14' DEPTH. INCREASE THICKNESS 1 " FOR
Of EACH 4' OF DEPTH GREATER THAN 14'.
d
w
Q FLOW
,,
STANDARD STORM LOUCKS PLATE NO.
■ DUCKS SEWER MANHOLE WITH 4300
CONE SECTION DRAWN 2/2016
NOTE:
24"x36" SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE.
27" v5 SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING.
Lu
J
m
Q
Q
■� LOUCKS
(CRETE
JSTING RINGS,
4" -MAX. 10"
5" PRECAST
REINFORCED
I MQRVMOLRSSET IN
A MORTAR BED.
:PS 16" O.C. ON DOWNSTREAM
E.
-RUDED ALUMINUM OR STEEL
NFORCED COPOLYMER PLASTIC
:AST CONCRETE MANHOLE
-IONS WITH "O" -RING RUBBER
(ETS.
)PLAST SNOUT STRUCTURE
1PPR0VED EQUAL.
OUTLET
FLOW -
AUM SLAB THICKNESS IS 6" FOR 14'
H. INCREASE THICKNESS 1 " FOR 4'
=PTH GREATER THAN 14'.
SUMP CATCH BASIN /
MANHOLE
LOUCKS PLATE NO.
4304
DRAWN 2/2016
10 GAUGE
STRAPS
RIPRAP REQUIRED: SEE STD. PLATE 4308 OR 4309
10 GAUGE STRAP
CONNECTION
WITH
1/2" BOLTS TO
APRON
>6" SPACING
(TYPICAL)
1/2" ROD
ELEVATION
G
7
0
NOTES:
1. TRASH GUARD TO BE GALVANIZED AFTER FABRICATION.
2. THE SIZE OF EACH TRASH GUARD WILL VARY TO FIT APRON.
ILOUCKS
TRASH GUARD
CMP/HDPE APRON
V(12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
RIPRAP
6" GRANULAR
FILTER MATERIAL
GEOTEXTILE FABRIC,
TYPE IV
SECTION B -B
LOUCKS PLATE NO.
4307
DRAWN 2/2016
MIN.
SIZE OF PIPE
GAUGE
6"
18 GA.
8" -24"
16 GA.
30" - 36"
14 GA.
42" -54"
12 GA.
ELEVATION
G
7
0
NOTES:
1. TRASH GUARD TO BE GALVANIZED AFTER FABRICATION.
2. THE SIZE OF EACH TRASH GUARD WILL VARY TO FIT APRON.
ILOUCKS
TRASH GUARD
CMP/HDPE APRON
V(12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
RIPRAP
6" GRANULAR
FILTER MATERIAL
GEOTEXTILE FABRIC,
TYPE IV
SECTION B -B
LOUCKS PLATE NO.
4307
DRAWN 2/2016
NOTE: B
ONE CUBIC YARD IS 2' 4
APPROXIMATELY 1.4 TONS. 1 1 0� a
a a a
A -
DIA. oQ
� a
2'
L I--► B
D
RIP -RAP OUT FROM THE APRON SHALL NOT
BE HIGHER THAN THE APRON INVERT.
RIPRAP
1' (12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
6" GRANULARvO o v
FILTER MATERIAL
SECTION A -A GEOTEXTILE FABRIC TYPE IV
EXTEND V UNDER APRON
LOUCKS PLATE NO.
L DUCKS RANDOM /HAND 4308
PLACED RIPRAP
DRAWN 2/2016
I II 1E1 I F -I I I -I I I I -I I I I
EXCAVATED TRENCH = I BACKFILL
-I WIDTH - �- COMPACTED
AS SPECIFIED
12.. 18" PIPE 18„
WIDTH ENCASEMENT
PLASTIC _
PIPE -
I_ BEDDING
I
FOUNDATION
_ (MAY NOT BE
711 1=1 ag,
-- REQUIRED)
-I
-III III -I 11=1 11=I I t -I � I -I � 1-I I
NOTE:
GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL
CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
• FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10%
PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL
HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY
BE USED FOR FOUNDATION MATERIALS.
• BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF
MNDOT SPECIFICATION 3149.261, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE
INCH (1 ") SIEVE.
• BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS
OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN
MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE
OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT
THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT.
LOUCKS PLATE NO.
mi -7 DUCKS PLASTIC PIPE 4008
BEDDING
DRAWN 2/2016
P.I.P. RUBBER SURFACE
12" WIDE X 4" DEEP
FLAT CONCRETE TURF
CURB
4" TOPSOIL
3/18 "LIP
1L 1/2" RAD.
a v
a -
A
4 d
G G
G
v a
A n
(-
AGG. BA E
BACK OF CURB
VARIES MI . OF 4"
AGG. BASE UNDER
CURB (IF TOTAL
THICKNESS OF
SECTION ALLOWS)
12"
SPECIFICATION NOTES:
1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
MEMBRANE CURING COMPOUND PER MNDOT 3754.
2. EXPANSION JOINTS AT MAX. SPACING OF 8'.
3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
LOUCKS PLATE NO.
DUCKS FLAT CURB 2012
(12" WIDE)
DRAWN 2/2016
AGG. BAS
VARIES
CURB „A„
TYPE
B612 12"
B618 18"
B624 24"
PAVEMENT SECTION VARIES
SEE PAVEMENT SECTION DETAIL
SLOPE GUTTER TO
MATCH PARKING LOT
DRAINAGE
(3/4" PER FT. TYP.) TIP
GUTTER OUT AS REQ'D
�3/8 "LIP 3
Z" RAD.
13.5 "
SPECIFICATION NOTES:
1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
MEMBRANE CURING COMPOUND PER MNDOT 3754.
2. EXPANSION JOINTS AT MAX. SPACING OF 200'.
3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
B6 STYLE LOUCKS PLATE NO.
■a DUCKS CONCRETE CURB 2009
AND GUTTER DRAWN 2/2016
NOTE:
CONTRACT -OR TO FIELD VERIFY EXISTING ROOF DRAIN WALL DISCHARGE OUTLET SIZE &
PROVIDE APPROPRIATE SIZED CONNECTION MATERIALS.
■wi DUCKS
ROOF DRAIN
CONNECTION
__REATE A 6" DEPRESSION WITH CONCRETE
-OLLAR TO MATCH EXISTING.
PROVIDE 30" STANDARD GRATE
W" NYLOPLAST DRAIN BASIN. SEE UTILITY
'LAN FOR BUILD
LOUCKS PLATE NO.
CUSTOM
DRAWN 11/2016
" DEPRESSION WITH CONCRETE
COLLAR TO MATCH EXISTING.
NYLOPLAST 3QI DRAIN BASIN: 2830AG __X
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
MINIMUM RIPRAP REQUIRED
18" MIN WIDTH GUIDELINE
DIA. OF
PIPE (IN.)
L (FT.)
RCP
QUANTITY
(C.Y.)
CMP/HDPE
QUANTITY
(C.Y.)
CLASS
12
8
5
5
III
15
8
5
5
III
18
10
6
7
III
24
12
8
10
III
30
14
12
13
III
36
16
14
17
III
42
18
22
27
IV
48
20
26
32
IV
>48
1 22-28
30-40
32-40
IV
NOTE: B
ONE CUBIC YARD IS 2' 4
APPROXIMATELY 1.4 TONS. 1 1 0� a
a a a
A -
DIA. oQ
� a
2'
L I--► B
D
RIP -RAP OUT FROM THE APRON SHALL NOT
BE HIGHER THAN THE APRON INVERT.
RIPRAP
1' (12"-27" DIA. PIPE)
1.5' (30" AND LARGER PIPE)
6" GRANULARvO o v
FILTER MATERIAL
SECTION A -A GEOTEXTILE FABRIC TYPE IV
EXTEND V UNDER APRON
LOUCKS PLATE NO.
L DUCKS RANDOM /HAND 4308
PLACED RIPRAP
DRAWN 2/2016
I II 1E1 I F -I I I -I I I I -I I I I
EXCAVATED TRENCH = I BACKFILL
-I WIDTH - �- COMPACTED
AS SPECIFIED
12.. 18" PIPE 18„
WIDTH ENCASEMENT
PLASTIC _
PIPE -
I_ BEDDING
I
FOUNDATION
_ (MAY NOT BE
711 1=1 ag,
-- REQUIRED)
-I
-III III -I 11=1 11=I I t -I � I -I � 1-I I
NOTE:
GRANULAR MATERIALS FURNISHED FOR USE IN FOUNDATION, BEDDING, ENCASEMENT, OR BACKFILL
CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
• FOUNDATION MATERIALS SHALL HAVE 100% PASSING THE 1 1/2" SIEVE AND A MAXIMUM OF 10%
PASSING THE No. 4 SIEVE. NOT LESS THAN 50% OF THE MATERIAL RETAINED BY THE No. 4 SIEVE SHALL
HAVE ONE (1) OR MORE CRUSHED FACES. HARD, DURABLE CRUSHED CARBONATE QUARRY ROCK MAY
BE USED FOR FOUNDATION MATERIALS.
• BEDDING AND ENCASEMENT MATERIALS FOR FLEXIBLE PIPE SHALL MEET THE REQUIREMENTS OF
MNDOT SPECIFICATION 3149.261, GRANULAR BORROW, EXCEPT THAT 100% SHALL PASS THE ONE
INCH (1 ") SIEVE.
• BACKFILL MATERIALS SHALL CONSIST OF SUITABLE EXISTING TRENCH MATERIALS, EXCEPT AS
OTHERWISE SPECIFIED. SUITABLE MATERIAL SHALL BE DEFINED AS A MINERAL SOIL FREE OF FOREIGN
MATERIALS (RUBBISH, ORGANICS & DEBRIS), FROZEN CLUMPS, OVERSIZE STONE, ROCK, CONCRETE
OR BITUMINOUS CHUNKS, AND OTHER UNSUITABLE MATERIALS THAT MAY DAMAGE PIPE, PREVENT
THOROUGH COMPACTION, OR INCREASE THE RISKS OF SETTLEMENT.
LOUCKS PLATE NO.
mi -7 DUCKS PLASTIC PIPE 4008
BEDDING
DRAWN 2/2016
P.I.P. RUBBER SURFACE
12" WIDE X 4" DEEP
FLAT CONCRETE TURF
CURB
4" TOPSOIL
3/18 "LIP
1L 1/2" RAD.
a v
a -
A
4 d
G G
G
v a
A n
(-
AGG. BA E
BACK OF CURB
VARIES MI . OF 4"
AGG. BASE UNDER
CURB (IF TOTAL
THICKNESS OF
SECTION ALLOWS)
12"
SPECIFICATION NOTES:
1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
MEMBRANE CURING COMPOUND PER MNDOT 3754.
2. EXPANSION JOINTS AT MAX. SPACING OF 8'.
3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
LOUCKS PLATE NO.
DUCKS FLAT CURB 2012
(12" WIDE)
DRAWN 2/2016
AGG. BAS
VARIES
CURB „A„
TYPE
B612 12"
B618 18"
B624 24"
PAVEMENT SECTION VARIES
SEE PAVEMENT SECTION DETAIL
SLOPE GUTTER TO
MATCH PARKING LOT
DRAINAGE
(3/4" PER FT. TYP.) TIP
GUTTER OUT AS REQ'D
�3/8 "LIP 3
Z" RAD.
13.5 "
SPECIFICATION NOTES:
1. UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A
MEMBRANE CURING COMPOUND PER MNDOT 3754.
2. EXPANSION JOINTS AT MAX. SPACING OF 200'.
3. CONSTRUCT IN ACCORDANCE WITH MNDOT 2531.
B6 STYLE LOUCKS PLATE NO.
■a DUCKS CONCRETE CURB 2009
AND GUTTER DRAWN 2/2016
NOTE:
CONTRACT -OR TO FIELD VERIFY EXISTING ROOF DRAIN WALL DISCHARGE OUTLET SIZE &
PROVIDE APPROPRIATE SIZED CONNECTION MATERIALS.
■wi DUCKS
ROOF DRAIN
CONNECTION
__REATE A 6" DEPRESSION WITH CONCRETE
-OLLAR TO MATCH EXISTING.
PROVIDE 30" STANDARD GRATE
W" NYLOPLAST DRAIN BASIN. SEE UTILITY
'LAN FOR BUILD
LOUCKS PLATE NO.
CUSTOM
DRAWN 11/2016
" DEPRESSION WITH CONCRETE
COLLAR TO MATCH EXISTING.
NYLOPLAST 3QI DRAIN BASIN: 2830AG __X
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
MARTIN PE VZNER
ENGINEERING
8o3o Old Cedar Ave. S
Bloomington, MN 55425
Voice: 952"854-'1876
Flax: 95.2-854-1948
KRECH, O'BRIEN,
MUELLER & ASSOCIATES,INC
Architecture Structural Engineering Interior Desig
6115 Cahill Avenue
Inver Grove Height
Minnesota 55076
651.451.4605
fax 651.451.091
komainc komainc.co
..
LoUCKS I
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
I hereby certify that this plan, specification or report was
prepared by me or under my dire01E
r Ion and that
I am a duly Licen es r under the
laws of the at f M n ota3 A '
'cIc a el_Pa eI-P 1V
Ci o. 41352
Date 6/19/17
CITY
SUBMITTAL
J
18" MIN WIDTH GUIDELINE
0
��0000o0000p0
0
X
(�
V
8" MIN THICKNESS GUIDELINE
MINIMUM PIPE BURIAL
DEPTH PER PIPE
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS
a_
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
RECOMMENDATION
AVAILABLE(ACCORDINGTO
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
(MIN. MANUFACTURING
OF
PLANS/TAKE OFF)
W~
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
REQ. SAME MIN. SUMP)
SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
Q
W
' -
Ln
(5) ADAPTERANGLES
J�Z
�r
VARIABLE 0° -360'
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
1111111111111111111
a
V
ACCORDING TO PLANS
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
�
M
I
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
Ln
a�
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
V/
'ISI
vI
PROJECT:
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
16174
DRAWN BY:
Tom/
GAJ
CHECKED BY:
(3) VARIABLE SUMP DEPTH
DATE:
6/20/2017
REVISIONS:
\
a�\\�
ACCORDING TO PLANS
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
Bid
Pack 1
6/20/17
City
(10" MIN. BASED ON
4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,
�'�
\
MANUFACTURING REQ.)
ADS/RANCOR SINGLE WALL), N-12 HP PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C9O0/C9O5, CORRUGATED & RIBBED PVC
/
6" MIN
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
GRATE OPTIONS LOAD RATING PART # DRAWING #
PEDESTRIAN MEETS H-20 3099CGP 7001-110.220
MEETS H-20 3099CG5 7001-110.221
SOl1D COVER MEETS H-20 I 3099CGC 7001-110.222
DOME I 3099CGD 7001-110-223
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
DRAWN BY EBC
MATERIAL
3130 VERONA AVE
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
RD,
BUFORD, GA 30516
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
DATE 04-03-06
PHN 932-2443
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING N0.7001-114065.
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
NyIO last FAX(770)932 -2490
4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
TECHNICAL INFORMATION SHOWN HEREIN
REVISED BY NMH
PROJECT NO.MAME
vrxw.nylaplasFus.cai
ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL),
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
TITLE
N-12 HP, & PVC SEWER (4"-24").
CONTAINED HEREIN, OR MANUFACTURE ANY
ARTICLE FOR THE DISCLOSURE TO OTHERS
DATE 03-14-16
301N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE V TO 360'. TO DETERMINE MINIMUM
DEN, EXCEPT
BoISPECIFIC WRITTEN
ANGLE BETWEEN ADAPTERS SEE DRAWING NO 7001-110-012.
ocFpORBCDDE o 1111 -,.,,,,.,,,,,,,,,,, ,,,_
DWG SIZE A
SCALE 1:40 SHEET 10F1
DWG NO. 7001-110-193 REV G
MARTIN PE VZNER
ENGINEERING
8o3o Old Cedar Ave. S
Bloomington, MN 55425
Voice: 952"854-'1876
Flax: 95.2-854-1948
KRECH, O'BRIEN,
MUELLER & ASSOCIATES,INC
Architecture Structural Engineering Interior Desig
6115 Cahill Avenue
Inver Grove Height
Minnesota 55076
651.451.4605
fax 651.451.091
komainc komainc.co
..
LoUCKS I
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project. These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
I hereby certify that this plan, specification or report was
prepared by me or under my dire01E
r Ion and that
I am a duly Licen es r under the
laws of the at f M n ota3 A '
'cIc a el_Pa eI-P 1V
Ci o. 41352
Date 6/19/17
CITY
SUBMITTAL
CIVIL DETAILS
C8
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PROJECT:
16174
DRAWN BY:
GAJ
CHECKED BY:
VJV
DATE:
6/20/2017
REVISIONS:
6/19/17
Bid
Pack 1
6/20/17
City
Submittal
CIVIL DETAILS
C8