Preliminary Plat Detail Plates 9-9-05
CL PL PL CL PL
Variable ~ 2~)' .~ 25'
15.5' 10 Bock .15.5' 10 Bock
g' Wear Course 10 be 1/2"
Above Edge of Guller
3.0%
'~
Surmounloble
Concrele Curb
l'
1.5 : 1
1 1;2" -MNDOT 2350 L VWE35030B
Tack Coot - 2357
2"-MNDOT 2350 LVNW35030B
CD
UI
!11
OJ
-'
z
::E
Plugged End \ ;"
6" PVC SDR-26 Pipe Min. Slope 1/4" Per Foot \
c
o
~
2"x2" Marker
See Note 2.
12"-Class 5 Aggregate Base, 100% Crushed
24" MNDOT 3149.2B Select
Granular Borrow (See Note 7)
Sanilary Sewer
Gravity Main
SANITARY SEWER SERVICE CONNECTION DETAIL
Services to be Used in Conjunction wilh Plastic Pipe Sewer Main for Depths of
Cover with Less Than 16 Feet.
NOTES:
1. Solvenl Weld 011 Joints. (Non Gaskeled)
2. When Sanitary Sewer Service is not Accompanied by 0 Water Service in
the Some Trench, Install 0 6' Heavy Metal Fence Post Next to 2 x 2
Marker and Point Top 6" of Post Florescent Green.
3. Cleonaut Required on Private Properly If Distance from Main to House
Exceeds 90 Feet.
4, All pipe sholl be bedded on granular borrow 314A or course filter
aggregate (3149H).
NOTES
1:R'ight-of-Way Required - 50',
2. Maximum street grade 7.0%.
3. Minimum street grade 0.75%.
4. 4.0" T opsoi! placed in disturbed areas,
5, 2 Rolls sod behind curb.
6. The bituminous wearing surface sholl be placed the next construction
season following placement of the bituminous base.
7. A test roll of the prepared sub grade sholl be performed by the owner
in the presence of 0 city inspector. The city has the authority to require
additional subgrode correction based on the test roll.
. CITY OF TYPICAI_ SANITARY CITY OF TYPICAL
CHANHASSEN S E WE R SERVICE * CH ANHA SSEN RESIDENTIAL
. ~ STREET SECTION
REVISED: 2-99,1-04 DATE: 2-97 PLATE NO.:
2001 REVISED: 2-97 , 2-01. 1-03 OATE: 2-97 PLATE NO.: 5200
FILE NAME: 1-05
FILE NAME: 31
Nole:
Sill fence per MNDOT
specifications, ~ource 2000,
machine sliced woven
monofilamenl, 36"wide fastened 10
sleel T-Posls wilh 3(50Ib) lensile
slrength plaslic zip ties per
T-Pasl. (Machine sliced)
__ Steel T Posts 24" in ground
Zip Ties
1" - 2" WASHED
18" MINIMUM CUT OFF BERM
TO MINIMIZE RUNOFF FROM SITE
6' Min. Depth of .ill
fence embedment.
------
EROSION CONTROL
FENCE - TYPE 1
Nole:
Twe 2 sill fence is Ihe some os IWe I wilh hoy boles installed os per delail
T we 2 10 be used 10 prolect 011 wetlands.
FILTER FABRIC
6" MINIMUM DEPTH
Zip Ties
Hay or Strow Boles
T'H IIrOOd Itdt.. <tWwI U.r~ bd. u' la 2.d hlo th. lJ'llUIld.
ad. 10 b. rlCttMd ,0 below 9"lM.
SoleI ore to bt lied with a non-OecJ'Gdoblt Nalerlal.
NOTE:
FILTER FABRIC SHALL BE PLACED UNDER ROCK
TO STOP MUD MIGRATION THROUGH ROCK.
EROSION CONTROL
FENCE - TYPE 2
. CITY OF SIL T * CITY OF ROCK
CHANHASSEN FENCE CHANHASSEN CONSTRUCTION
ENTRANCE
REVISED: 2-97, 1-02. I-OJ, \-04 DATE: 2-97 PLATE NO.: 5300 REVISED: 1 96
DATE: 2-97 PLATE NO.: 5301
FILE NAME: FILE NAME:
PRELIMINARY PLAT HARVIEUX ADDITION
SHEET 2 OF 2
DETAIL PLATES
LOTUS.DWG
3030 Harbor Lane No.
Plymouth, MN 55447
Phone:(763) 559-0908
Fax:(763) 559-0479
I hereby certify that this survey. plan or report was prepared by me
or under my direct supervision and that I om 0 duly Registered Land
Su","yo, unde, Ihe ooone'OIO'
David E. Crook
File No.
12454
DEMARS-GABRIEL
LAND SURVEYORS. INC,
Book-Page
6605 Horseshoe Curve
Chanhassen, Minnesota
RON HARVIEUX
Scale
Date:
9-09-05
Minn. Reg. No. 22414
1"=30'