Standard Details12 AWG TRACER
WIRE WITH "GREEN" -
COATING (SANITARY)
OR "BLUE" COATING
(WATER)
SIDE SLOPES OF TRENCH SHALL
MEET OSHA REQUIREMENTS
SEE SPECIFICATIONS FOR
BACKFILL AND COMPACTION
REQUIREMENTS
COMPACTED GRANULAR
12 BEDDING MATERIAL
MEETING THE
REQUIREMENTS OF
MNDOTSPEC. 3149.2H
6 MIN. SHAPE BEDDING TO
I11 MATCH BELL SECTIONS
PIPE BEDDING DETAIL
CASTING -
(SEE ABOVE)
RIM ELEV
SEE PLAN
STEPS
CASTINGS
MANHOLES:
NEENAH R-1733-1 (LETTERED "STORM") W/ CONCEALED PICKHOLE
CATCH BASINS:
NEENAH R -3067-L (IN C&G)
NEENAH R-2553 (ISOLATED)
NEENAH R -2560 -EA (ISOLATED BEEHIVE) -TYPE C GRATES
2" HDPE ADJUSTMENT RINGS
5 RINGS MAXIMUM
(INSTALL ADJ. RINGS PER
MANUFACTURER'S SPECIFICATIONS)
PRECAST CONCRETE COVER
PRECAST CONCRETE BARREL(S)
WITH RUBBER GASKET(S) ASTM C443-79
SEE PLAN FOR INTERIOR DIAMETER IID)
WATERSTOP GASKET, OR APPROVED
EQUIVALENT W/ NON -SHRINK PATCHING
COMPOUND, AT PIPE/STRUCTURE
CONNECTION
b
SEE PLAN FOR PIPE DIAMETER
GROUT INVERTTO PRECAST CONCRETE BASE
PROVIDE POSITIVE
DRAINAGE TO
OUTLET
NOTES
1. SEE PLAN FOR INTERIOR DIAMETERS (ID) OF PRECAST CONCRETE BARREL SECTIONS
2. SEE PLAN FOR PIPE CUT-OUTSECTIONS
3. CONSTRUCT GROUTED FLOWLINES WITHIN STRUCTURE TO DIRECTFLOWTO OUTLET
WITH NON -SHRINK GROUT
4. FILL ANNULAR SPACE BETWEEN PIPE AND BARREL WITH NON -SHRINK GROUT.
3. PRECAST CONCRETE COVERS, BARREL SECTIONS, AND BASES SHALL MEETTHE
REQUIREMENTS OFSTANDARD MNDOT PLATES 4011 AND 4020
4. PLASTIC STEPS SHALL BE AS PER MNDOTSTANDARD PLATE 4180 AND SHALL BE PLACED
OVER THE OUTLET PIPE
STORM MANHOLE OR CATCH BASIN
CONTRACTION AND EXPANSION JOINTS SHALL
BE CONSTRUCTED AS PER MNDOTSPEC.
2521 .3C2
CONCRETE SIDEWALK SECTION
4" CONCRETE
(MNDOT CONCRETE MIX 3A32)
4" MNDOT3149.2132 SELECT
GRANULAR BORROW
APPROVED COMPACTED
SUBGRADE
INN
ENCASE PVC WYE IN
MIN./ C""'^
1}' WASH
SCH 40
PVC W
SANITARY CLEANOUT
Ta
O
M
MEGALUG TEE
FINISHED SURFACE RESTRAINTS
(TYP)
NEENAH R-1976 OR
APPROVED EQUAL
SET CASTING 1/2" BELOW BEND
FINISHED GRADE
777777
SAND CUSHION
SONE -PIECE SCH 40
PVC CLEANOUT RISER
NOTES:
1. CLEANOUTSSHALL BE
INSTALLED AS PER THE MN
PLUMBING CODE
2. SEE PLAN FOR PIPESIZE
AND ELEVATION
NEENAH R-2553 (ISOLATED IN PAVED AREA)
NEENAH R -3075-L (IN C&G)
NEENAH R -2560 -EA "BEEHIVE" (ISOLATED IN
GREEN AREA) TYPE "C" GRATE
2" HDPE ADJUSTMENT RINGS
5 RINGS MAXIMUM
(INSTALL ADJ. RINGS PER
MANUFACTURER'S SPECIFICATIONS)
PRECAST CONCRETE BARREL
- 2'-3"
WATERSTOP GASKET, OR APPROVED
5" EQUIVALENT W/ NON -SHRINK PATCHING
COMPOUND, AT PIPE/STRUCTURE
CONNECTION
GROUT INVERTTO
PROVIDE POSITIVE
DRAINAGETO PIPE
�3-4"�
CATCH BASIN SHALL MEETTHE
REQUIREMENTS OF STANDARD
MNDOT PLATE 4006
`SEE PLAN FOR PIPE DIAMETER
8" PRECAST CONCRETE BASE
CATCH BASIN (MNDOT DESIGN'
17"' BITUMINOUS WEARING
COURSE (MNDOT2360 TYPE
SPWEB340B)
TACK COAT BETWEEN
BITUMINOUS COURSES
2" BITUMINOUS BASE
COURSE (MNDOT2360 TYPE
SPNWB330B)
6" MNDOT CLASS 5
AGGREGATE BASE
APPROVED COMPACTED
SUBGRADE
LIGHT-DUTY BITUMINOUS PAVEMENT SECTION
NTS
CONCRE
BUTTRESS
THRUST BLOCKING
FINISHED SURFACE
1. MAINTAIN PLUMB VALVE BOX
WITH SETTING ROD
2. GATE VALVES LOCATED IN
CONCRETE AREAS SHALL HAVE A
METAL SEPARATOR BETWEEN THE
VALVE BOX AND CONCRETE
3. PIPE SHALL HAVE 8 -FT MIN.
COVER
ADAPTER INC. GATE VALVE
ADAPTER AND GASKET OR -
APPROVED EQUAL
MEGALUG RESTRAINTS
(USE TIE RODS IF
REQUIRED BY LOCAL
UTILITY)
WATER
GATE VALVE & BOX
T
UNDISTURBED
SOIL
CONCRETE
BUTTRESS
MINIMUM CONCRETE BUTTRESS SURFACE AREA (SF)
PIPE SIZE
TEE OR PLUG
900 BEND
45 BEND
224P BEND
6"
2.9
3.1
1.6
0.8
8"
3.7
5.3
2.9
1.4
10"
5.7
8.1
4.4
2.2
12"
8.1
13.4
6.6
3.2
16'
15.1
21.4
11.6
5.9
20"
1 23.2
30.2
18.1
9.3
24"
1 33.6
48.5
26.1
13.3
NOTES
1. PLACE A PLASTIC COVERING OVER FITTINGS PRIOR TO POURING CONCRETE BUTTRESSES
2. CONCRETE BUTTRESSES SHALL BE POURED AGAINST FIRM, UNDISTURBED SOILS, AND SHALL BE FORMED SO THAT
JOINTS WILL BE KEPT FREE OF CONCRETE AND REMAIN ACCESSIBLE FOR REPAIRS
3. ALL FITTINGS (EXCEPT CROSSES) SHALL BE PROVIDED WITH CONCRETE BUTTRESS THRUST BLOCKING
4. CONCRETE MIX SHALL MEETTHE REQUIREMENTS OF MNDOT CONCRETE MIX 3Y43
5. USE TIE RODS IN LIEU OF MEGALUGS, IF REQUIRED BY LOCAL UTILITY.
6. MEGALUG RESTRAINTS SHALL BE PROVIDED ATALL JOINTS WITHIN 20 FT OF ALL FITTINGS (EXCEPT CROSSES)
i
TOP OF CASTING:
-, ' BELOW GRADE IN PAVED AREAS
- AT GRADE IN TURF AREAS
TYLER SERIES 6860 C13 -PIECE VALVE
-BOX W/ BASE, OR APPROVED
EQUIVALENT
WATEROUS SERIES 2500 DI RESILIENT
SEATED GATE VALVE, OR
APPROVED EQUIVALENT
. MNDOT3733 TYPE 4 GEOTEXTILE
FABRIC AROUND WASHED STONE
WASHED STONE-JCY MIN. (SHALL
• BE EXTENDED WELL ABOVE THE
BOTTOM OF THE VALVE BOX BASE)
CONCRETE BLOCK
NTS
2" BITUMINOUS WEARING
COURSE (MNDOT2360 TYPE
SPWEB340B)
TACK COAT BETWEEN
BITUMINOUS COURSES
2" BITUMINOUS BASE
COURSE (MNDOT2360 TYPE
SPNWB330B)
8" MNDOT CLASS 5
AGGREGATE BASE
APPROVED COMPACTED
SUBGRADE
HEAVY-DUTY BITUMINOUS PAVEMENT SECTION
NTS
NTS
N OTES
PER FT SLOPE 1. FOR AREAS WHERE DRAINAGE IS DIRECTED AWAY
FROMTHE CURB, THE GUTTER SHALL BE TILTED TO
CONCRETE DRAIN FROMTHE CURB
2. CONCRETE SHALL MEETTHE REQUIREMENTS OF
6„ MNDOT CONCRETE MIX 3A22
3. MNDOT B612 CURB AND GUTTER SHALL MEETTHE
REQUIREMENTS OF STANDARD MNDOT PLATE 7100
I
M
2" MIN. COMPACTED MNDOT
III -III -III -III -III -III -III CLASS s AGGREGATE BASE
-I�I-I�I-III- III=1�I-� III BELOW CURB AND GUTTER
-III- SII -III APPROVED COMPACTED
20" SUBGRADE
CURB & GUTTER (MNDOT B612)
BITUMINOUS TRAIL SECTION
C Co ydght 2015
T
0
N
T
N
T
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in
Sjoquist Architects, Inc
2800 University Avenue SE, Suite 100
Minneapolis, Minnesota 55414
612.379.9233 Fax 612.379.9263
http.//www.4oquist corn
tieSCHULTZ 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
BRIAN J. SCHULTZ, PE
XX/XX/2016 43129
DATE LICENSE NO.
Revisions
1621
Sjoquist Project Number
16058
Schultz Eng. Project Number
TWEET
NTS PEDIATRIC
DENTISTRY
AND
2" BITUMINOUS WEARING ORTHODONTICS
COURSE (MNDOT2360 TYPE
L V W E35030B)
4" MNDOT CLASS 5
AGGREGATE BASE
APPROVED COMPACTED
SUBGRADE
NTS
7845 CENTURY BLVD
CHANHASSEN,
MINNESOTA
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c-ioo.2