17-0442 09 SHEET DETAILS 2-16-18Street PL
Variable
6' Metal fence post
denoting curb box.
Top 6" painted blue.
Curb box with 1 1/4
standpipe and stationary rod
I
z
w Water Service
LO $9 Type "K" Copper
1 "X1" Corporation Cock
O Concrete Block Support
Water Main
NOTES:
1, Do not plug end of curb stop.
2. Add 6" crimped pigtail to curb stop.
3. The copper service line between the main and curb box
shall be one continous piece of piping, splices will not be permitted
4. Corporation cock to be 1" x 1" inside diameter.
5. Saddles required on 6" DIP or smaller mains and all mains
and all mains 12" or larger.
6. Saddles when required shall be Ford style F202 double strap.
7. Stainless steel saddles required on all PVC watermain.
cffloF TYPICAL
WATER
SERVICE
REVISED: 2-11 PLATE NO.:
FI
ENGINEERING DEPARTMENT 1005
A G:\ENG\SPECS\1005 LE NAME: G: ENG S ECS
M
AGGREGATE BASE
MNDOT SELECT GRANULAR BORROW
COURSE FILTER AGGREGATE
° MNDOT 3149.2H
12" DEEP
°�
0°° �- GRADE TO DRAIN
CLAY SUB -GRAD
4" PERFORATED PIPE
NOTCH CLAY SUB -GRADE GEOTEXTILE WRAP (3733, TYPE 1)
FOR PIPE PLACEMENT TRENCH DETAIL
D ,forated PVC
PIPE DETAIL
w
o'
0 w
0
Z
0 Ld
Ld
N ()
CON C.
_LAR
NOTES:
1. CLEANOUTS REQUIRED AT 300' INTERVALS &
ALL ENDING POINTS.
2. SWING TIES TO BE SHOWN ON AS-BUILTS
FOR ALL ENDING POINTS TO ALL DRAIN TILES.
3. OPENINGS IN STRUCTURE FOR DRAINTILE TO
BE FABRICATED OR CORE DRILLED.
4, THIS DETAIL TO BE USED WHEN 2' OR MORE
OF EXISTING SOIL SUB CUT IS NECESSARY.
1 �y I � � ti SUB -SURFACE
' � � � �z � '� , ; ;�z� tizzz .1 a \fizz,
$til . Ilk VA � - .�.,. �A , , z S U , \ F a � �.1C fill.
DRAINTILE
P R
, 3 . k M M
4'
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ Zll,, �i, , ! 1 E w��.: I � \ (,+ tip.• k��,h � �h �t � �� ::��,M � � � 5232
\ � �'� t till ;� �� , til.,l � -� � �,+ -� 1 � � , ti �� �; \ \
NOTE:
1- V Grate Shown
2- VB Grate Shown shall be
used at all low points.
Face of Curb
Direction of Flow
on
31-099
r_ 1 I A A I
L0
0
I
N
Ln
Catchbosin casting
AT 6 FT, MAX. SPACING
AT 6 FT, MAX. SPACING
and grate Neenah
GEQTEXTILE FABRIC
36' WIDE
(50 LB. TENSILE)
R3067 -V or equal
LOCATED IN TOP 8"
Grate to be 2" below
3" radius curb box,
COMPACTION ZONE
gutter grade.
[TIRE
FLOW
w
5' transition curb on each
2
Top Bituminous Material
side of cotchbosin.
Precast concrete or
M
HDPE adjusting rings.
OZ
Top of Curb
MACHINE SLICE
N-
V)U
Varies
Minimum of 2-2",6
OW
N
1/2 is
maximum of 5-2"
SILT FENCE, MACHINE SLICED OQ
Varies
concrete ad jusment
24 x 36"
Parking Lots, or Medians.
rings allowed with 1/4"
Precast
5„ 3' minimum
to 1/2 bed of mortar
68
R
between each and a
„
3 Grout
6" thick concrete collar
O 1/2 •4 }
w
on the outside.
17 1/2 10 1/2 91
Surmountable
6"Min, base
Doghouses shall be
grouted on both t
SECheTION
inside and outside.
Surface
NOTES:
N
6" Shoe Formed
1. Steps shall be provided in all catch basin/manholes
and storm sewer manholes.
2. Casting to be totally encased in
concrete curb section.
3. No block structures are allowed.
4. No wood shims are permitted in
the adjusting rings.
�111OF STORM SEWER CATCH BASIN
smi 2' X 3' RECTANGULAR
REVISED: 1-10 PLATE NO.:
NAME: G: ENG SPECS 3101 ENGINEERING DEPARTMENT 3101
FILE
HUB WITH THREADED METAL PLUG
TO BE SET AT FINAL GRADE.
METAL TOP PLUG MADE OF
MATERIAL TO ALLOW LOCATES
VIA METAL DETECTOR.
FINISHED GRADE
L 11 Lill I 1=T"- -„�11
� � �-� � �-
�-Jlj-jjj= -1 I 1-i � �•-11�1L�_ �1L�1
ONE PIECE PVC SDR. -35
CLEANOUT RISER
(SIZE AS PER PLAN)
ONE PIECE PVC SDR. -35
CLEANOUT RISER
(SIZE AS PER PLAN)
? I- I p w
U I-_ I I I w >
J I- I D F_
Z w Ld
D
RIDGID SDR -35
10' MIN.
NOTE:
1. SOLVANT WELD ALL JOINTS ON CLEAN OUT. (NON-GASKETED)
2. CLEAN OUTS SHALL BE SPACED AT 300' INTERVALS (MAXIMUM)
3. BENDS AND RISER TO BE SAME SIZE AS DRAINTILE MAIN.
4. ALL DRAINTILE MUST HAVE TRACER WIRE TAPED TO THE TOP OF THE PIPE
AND BE BROUGHT UP TO THE SURFACE AT EACH STRUCTURE OR CLEAN
OUT. TRACER WIRE AS PER SPECIFICATIONS. FOLLOWING COMPLETION, THE
CONTRACTOR WILL BE REQUIRED TO PASS A LOW VOLTAGE CODUCTIVITY
TEST.
Cfff OF SUB -SURFACE PVC DRAINTILE
M119� CLEANOUTS FOR INLINE AND
END OF RUN CLEANOUTS
REVISED: 1-12 ENGINEERING DEPARTMENT PATE NO.:
5234
FILE NAME: G:\ENG\SPECS\5234
1 6" Cor --
24"x36" slab opening for Neenah
R3067 -V or equal
o Note:
0
1- V Grate shown
0 2- VB Grates shall be used at all low
a points.
Neenah R3067 -V casting and
grate or equal.
PLAN --,,--Minimum of 2 maximum of 5-2"
concrete adjustment rings with full
beds of mortar.
Precast concrete or
HDPE adjusting rings.
6" precast reinforced concrete slab.
Top of barrel section under top slab
to have flat top edge sealed with
2 beads of Ramnek or equal.
All joints in manhole to have
"0" ring rubber gaskets.
Precast concrete section
NOTES:
1. Doghouses shall be grouted on
both the outside and inside.
2. No block structures are allowed.
Manhole steps, Neenah R1981 J or
equal, 16" o.c., Aluminum steps
approved.
Minimum slab thickness, 6" for 14'
depth. Increase thickness 1" for
each 4' of depth greater than 14',
and reinforce with 6"x6" 10/10 mesh.
Grout bottom of manhole to 1 /2
SECTION diameter at pipe and slope
grout 2" toward invert.
�OF TYPICAL 4' DIAMETER
CATCH BASIN MANHOLE
REVISED: 2-10 PLATE NO.:
ENGINEERING DEPARTMENT 3102
FILE NAME: G: ENG SPECS 3102
5 FT, MIN. LENGTH STEEL POST
AT 6 FT, MAX. SPACING
AT 6 FT, MAX. SPACING
PLASTIC ZIP TIES
GEQTEXTILE FABRIC
36' WIDE
(50 LB. TENSILE)
GREATER THAN 20%
LOCATED IN TOP 8"
PLASTIC ZIP TIES
SILT FENCE
COMPACTION ZONE
~ F~
[TIRE
FLOW
w
Concrete Curb and Gutter
2
Top Bituminous Material
50w
FLOW
M
o�
u`'
OZ
• :
MACHINE SLICE
N-
V)U
8" - 12" DEPTH
a
OW
N
2
SILT FENCE, HEAVY DUTY(M
SILT FENCE, MACHINE SLICED OQ
5 FT, MIN. LENGTH STEEL POST
75 FEET
AT 6 FT, MAX. SPACING
50 FEET
10 - 20 %
GEOTEXTILE FABRIC
GREATER THAN 20%
36 " WIDE
PLASTIC ZIP TIES
SILT FENCE
(50 LB. TENSILE)
rFABRIC ANCHORAGE
LOCATED IN TOP 8"
TRENCH,BACKFILL
Concrete Curb and Gutter
WITH TAMPED
Top Bituminous Material
NATURAL SOIL
FLOW
6"MIN, FLOW
13 slope
N :. 3 4" per Et
OZ
• :
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ENGINEERING
z
E, m 6"MIN.
DE ARMN� 5200
OW
N
2
SILT FENCE, HEAVY DUTY(M
5 FT, MIN. LENGTH STEEL POST GEOTEXTILE FABRIC
AT 6 FT. MAX. SPACING 36" WIDE
STAPLES
FABRIC ANCHORAGE TRENCH, BACKFILL
WITH TAMPED NATURAL SOIL
0 Z FLOW
z 0 z SILT FENCE TO BE PLACED
m 6' > ON CONTOUR, SEE SLOPE/GRADE
00 w MIN. AND LENGTH CRITERIA BELOW
SILT FENCE, PREASSEMBLED 1O2O �p,BLE 51 -OPE
VAR �-
I SLOPE GRADE MAX LENGTH
LESS THAN 2% 100 FEET
NOTES:
SILT FENCE PER MNDOT SPECS, SOURCE 2005
SEE SPECS. 2573 & 3886.
0 To Protect Area From Sheet Flow
2O Maximum Contributing Area: 1 Acre
2- 5%
75 FEET
5 -10%
50 FEET
10 - 20 %
25 FEET
GREATER THAN 20%
15 FEET
LOCATION OF
SILT FENCE
FOR SEDIMENT CONTROL
VA 6� J31_F- S1-OPF_
DESIRAB E
SILT FENCE NEAR TOE OF
SLOPE OUTSIDE OF
CONSTRUCTION LIMITS
LOCATION OF SILT FENCE
FOR PEREMITER CONTROL
Cfff OF SILT
SEN FENCE
REVISED: 3-12 ENGINEERING DEPARTMENT PLAT E NO.: 5300
FILE NAME: G: \ENG\SPECS\5300
PL
_`011
4" Topsoil, Seed
& Mulch or Sod.
Draintile
Surmountable -
Concrete Curb
CL PL
30' 30'
15.5' to Back 15.5' to Back
Wear Course to be 1/2 `oQe
Above Edge of Gutter •,� S
1 1 3.0% 2.0% �• �o�.
1.5 1
1' Draintile
1 1/2"-MNDOT 2360 SPWEB340B
Tack Coat - 2357
2"-MNDOT 2360 SPNWB330B
12" -Class 5 Aggregate Base
24" MNDOT 3149.213 Select
Granular Borrow (*See Note 7)
NOTES
1. Minimum Right -of -Way Required - 60'.
2. Maximum street grade 7.0%.
3. Minimum street grade 0.75%.
4. 4.0" Topsoil placed in disturbed areas.
5. 2 Rolls sod behind curb.
6. The bituminous wearing surface shall be placed the next construction
season following placement of the bituminous base.
7. A test roll of the prepared subgrade shall be performed by the owner
in the presence of a city inspector. The city has the authority to require
additional subgrode correction based on the test roll.
8. Draintile shall be placed along both sides of roadway. See plate 5232 for
details.
, AILL"
g, \-! �, M
IM,
1/2 r
} y i� �^• � 4 4 z�
TYK, PICAL
3„r
1 1/2"r Top Bituminous Material
tw,ull& I V11
01 10 ;
1\
RESIDENTIAL \Sy tiNy Wi
MnDOT B618
Concrete Curb and Gutter
STREET SEC
Top Bituminous Material
399r
1 /2 r
1 LO4 1
13 slope
N :. 3 4" per Et
• :
MnDOT B612
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ENGINEERING
DE ARMN� 5200
R_E \AME„
8" 12" r
� p,0
1"-2" CLEAN CRUSHED ROCK
10"MIN.DEPTH FOR WOODCHIPS
18" MINIMUM CUT OFF BERM
TO MINIMIZE RUNOFF FROM SITE
FILTER FABRIC
NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK
TO STOP MUD MIGRATION THROUGH ROCK.
�111OF ROCK
�p'y�'�r CONSTRUCTION
SEN ENTRANCE
REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.:
5301
FILE NAME: G:\ENG\SPECS\5301
6" Distance to variable
1/2 r
3„r
1 1/2"r Top Bituminous Material
w d
w slope
N : 0 3/4" per ft
d40 d
DD
8" 18"
MnDOT B618
Concrete Curb and Gutter
6 Distance to variable
1/2 r
Top Bituminous Material
399r
1 /2 r
13 slope
N :. 3 4" per Et
• :
MnDOT B612
•
Concrete Curb and Gutter
• . . w
d
8" 12" r
NOTE:
For Use Only with Private Driveways,
Parking Lots, or Medians.
28"R
12" R 16"
Top Bituminous Material
68
R
r.
O 1/2 •4 }
w
17 1/2 10 1/2 91
Surmountable
Concrete Curb and Gutter
28
1 1/8 to r
Bituminous
c0
Surface
Bituminous Curb
N
6" Shoe Formed
Cfff OF
TYPICAL CURB
AND GUTTER
REVISED: 3-10
ENGINEERING DEPARTMENT
PLATE NO.:
5203
FILE NAME: G: \ENG\SPECS\5203
PROJECT NAME
PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY
RESIDENTIAL SUBDIVISION
DEVELOPER- NAME
PHONE NUMBER
CONTACT- NAME
PHONE NUMBER
PERMITTED CONSTRUCTION HOURS-MON.-FRI.
7AM-6PM
SATURDAY
9AM-5PM
ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY,
MAINTENANCE OR DELIVERIES
ALLOWED ON SITE OUTSIDE
OF THESE HOURS.
CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952-227-1160
NOTES:
1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS.
2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES.
3. SIGN SHALL HAVE WHITE BACKGROUND WITH
BLACK LETTERING.
4. LETTER SIZE TO FIT 8' X 6' SIGN.
Cfff OF DEVELOPMENT
SRI INFO SIGN
REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.:
5 313
FILE NAME: G: \ENG\SPECS\5313
REV. NO. DATE BY DESCRIPTION DESIGNED DRAWN /hereby certify that this plan, specification, or report was prepared by www.ottoassociates.com PROJECT NO:
P. E. O. T. J. B. me or under my direct supervision and that l am a duly Licensed THE ARBORS S ADDITION
Profes Tonal Engineer under the laws of the State of Minnesota. 9 West Division Street DETAILS 17-0442
CHECKED TTo Buffalo, MN 55313 PETER & DEANNA BRANDT
(763)682-4727
P. E o. Paul E. orto SSOCIATES Fax (763)682-3522 CHANHASSEN MNE' SHEETNO. 9 OF 9 SHEETS DAT2-16-18
License # 40062 Date: 2-16-18 Engineers &Land Surveyors, Inc.