Plans 11x17 11-29-05
EXISTING
C.U.P; PLANS" FOR
COU>m' UNE
CI1Y uwm;
SECTION UNE
PRESElIT RIGHT OF WAY UNE
PROPERlY/lOTUNE
PERPETUAL EASDlOO
ZONING SE'TBACK UNE
ACCESS COIlTROl UNE
RAIlJllW) R1CflT OF WAY UN(
111I111111 RAllJlOAD
.... .... ...
MINNESOTA VALLEY ELECTRIC COOPERATIVE
CHANHASSEN SUBSTATION
SITE GRADING, DRAINAGE AND EROSION CONTROL
WAIDl EDGE
WAIDl COOERUNE
HICHWATER UNE
SWAlL CElITERUNE
WI:lI.AND BOUNDARY
WI:lI.AND/loIARSH
CURB '" GUTml
CONCRETE: EDGE
BnuulNOUS EOCr
GRAVEL EDGE
CHANHASSEN,M~ESOTA
DECEMBER, 2005
~J \!.\ ~..\..I;Y (.~./~upa:'" ~~}W~:
I i'. ~ I- ~ I~ ,~'-../ ~ ~
~i ~~ ~F; tf A ~ ill) r ~Hi /,~ LIaQj ./ 61
n f:I.~ I ~ . '1~ I J~~~ /, ~ ~ ~....
II-~ - j/ I) -',I"~' '""- \J1",? I !,! I L ~
~ ~I , ;u:;L I i f- 'filrW
'~~ i! I 11 I D~~ r-
~-1-' I I il/i I ~LKll ~ E:~
1""- J{ ~~ .1 Kfll/rl~ I' 10/ ~i'h
11.1 ,L::; ~ I 4'"// ~ I I fl, ~ ~ )II
. v ~ ~'~. \J\ ~L. Ii !'lllJ. //
"I:~ t""'1'lr'T?\ ~ 1\{'1, J ~
r='~ )' I 1""'1 1\ ,~~P-W
:;;:j~ 'I' ."'.
~ t ~ / l...;~ I 1'\ f ~
~/~ ~ ~ -.;; llf'~"","-! :'7\: (
..1)/ ft'~~[i ~~~ IL !~
.~ 'r:7 , ~ ~ J\ '" ~'U>;
~ ' c-<., ~ I I
I , Vo-I. . IY~ .
~ OJ r:::: v. rr
I 'I\: 1
....,1 I
.......
SHEET INDEX
-
o
'*
o
'--I..Y'-t..Y'-t..Y
--l(-X-X- FENCE
CUlVERT
DECIDUOUS lRfi:
CONIFER lREE
HEDGE
TITLE
J>.
o
II
8- SAN INFl >
-J 4- F\fN INP
15- S1\t INP ).,
-I
4- WN INP
<>
-
G
.
*
EEl
EU
EO
lB.
TV
1W
.
-so
PROPOSED
22tlJO
lRfi: UN(
TlWFIC SIGN
lIANHOLE
CATCH BASIN
SANITARY SEWER
n - SANITARY FORCEIlAlII
STORIl SEWER
I
~. .,
:~
':j7!r"
ill
1. TITLE SHEET
2. SITE LAYOUT
3. DETAILS
3. LANDSCAPING PLAN
SHEET NO.
1lI.E UNE
1- WATtRWJN
HYDRANT
VALVE
CURB SlOP
GAS
POWER POLE
UGflT POLE
ELECTRIC lRANSFORWER
UNDERGROUND ELEClIl1C
OVERHEAD ELEC1RIC
ELEl:1RIC PEDESTAL
UNDERGROUND TD.EPHONE
UNDERGROUND 1V CABLE
BENCHIMRK
SOIL BORING
~
KAP 01' THE
CITIES OF
CHANHASSEN & CHASKA
CARVER COtlNTr, KN
~
,
.
CITY OF CHANHASSEN
RECEIVED
f
NOV 3 0 2005
~
CHANHASSEN PLANNING DEPT
I
I
~
'.........
I ).
M
!r JI '{-r../ 1
.-
! I
~
PROJECT LOCATION
AUGNWEllT/CENIDlUNE
------ RIGHT OF WAY UNE
;
--+
-1
t_
.
.
8- SAN )
_I 6" FUN
@
12- S1'N I)
4- PERF' .~
~~
o
o
-I
-
6" WIIN
/
m.tPORARY EASEWElIT
CONSTRUCTION Ut.IITS
CURB '" GlITTER
BITUWINOUS EDGE
CONCRETE: EDGE
GRAVEL EDGE
SIlT FENCE-PREASSaIIllEO
SilT rENCE-HEAVY DlJIY
EROSION PROTECT1OH AT INLET
_HOlE
CATCH BASIN
SANITARY SEWER
1- SANITARY FORCDIAJN
SANITARY UFT STATION
STORIl SEWER
PERFORAlrD PIPE DRAN
CULVERT W/APRON
HYDRANT
3000 0 3000
r""--_- I
SCAlE FEET
NOTE: EXISTING UTlUIY INFORI.4ATION SHOWN ON THIS PLAN HAS
BEEN PROVIDED BY THE UTlUIY OWNER. THE CONTRACTOR SHALL
FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING
CONSTRUCTION ~ REQUIRED BY STATE lAW. NOTIFY GOPHER
STATE ONE-CALL 1-800-25'-1166 OR 612-454-0002.
THE SUBSURFACE UTlUIY INFORI.4ATION IN THIS PLAN IS UTILITY
QUAUIY LEVEL D. THIS UTILITY QUAUIY LEVEL W~ DETERMINED
ACCORDING TO THE GUIDEUNES OF CI/ASCE 36-02, ENTITLED
"STANDARD GUIDEUNES FOR THE COLLECTION AND DEPICTION OF
EXISTING SUBSURFACE UTILITY DATA..
I HERDlY CERllFY '!HAT lHIS PlAN, SPEClFlCAl1ON, OR REPORT WAS PREPARED
BY liE OR UNDER IIY DIRECT SUPER\1SION AND '!HAT I />JA A OUL Y UCENSEO
P~ONAL ENGINEER UNDER lIlE LAWS OF lHE STAlE OF IIINNESOT....
?<~,JklJm NO. 24307 DAlE: 11/29/05
KREG J. 1110
't\BOL TON & MENK. INC.
Consulting Engineers ar: Surveyors
I.IANI<ATO, IIN fAlRlolONr, IotN Sl!EP'Y EYE. IotN W1lU1AR, IotN
BURNSVILl.E, IotN CHASKA" I.tN />JAES. IA
SHEET
VALVE
CURBSTOP
1- WAlDlw.JN
"'=..."='" MINNESOTA VALLEY ELECTRIC COOPERATIVE
CHANHASSEN SUBSTATION
TITLE SHEET
OF
10:25 om
4
'"
f
I
(
)
i
/, . /?
I .....'\, ,.f .../
; .........,.
.-
/
/
r
<
/"'\,
.// '-.\
/
/
/
,
/
,
'\
/'"1'
~/
~/
'/
//
//
/,
/'\.' r;:-;r
//
//
//
//
'/
//
~/
//
//
//
//
'/
//
~/
~/
/,
//
/~
"
</
,
,
,
,
,
/
1-.....,.
1__/
,
,
/
/
I
(
!
,
///
,
/
/
/
"
LEGEND
-'\;
<>{
i
,
",\
\ '
,
I
/
,
i
!
,
';
~':.;
BITUMINOUS DRIVE
-....---,
j
{
30 0 30
~--- .
SCALE FEET
Emmll
GRAVEL PAD (WASHED RIVER ROCK)
AESTHETIC WALL
PROPOSED FENCE
PROPOSED POWER LINES
SILT FENCE
PROPOSED PERPETUAL EASEMENT
GRADING LIMITS
-
/
/
/
-'
r'"
(.,,,
~.
I
(
.........--1
,/ 1
I ,
, I
-fr2L~
I
{
-x-
'\
" I
~ \
\\
~ "
\\
:\\
,
I
0'
;.
/
\
\
,
\
\
,
.......-.....,
"
!
!
,
J
,
\
"
\
\
'"
\
\
.
\
\
\
\
\
\
\
\
\
\
,
,
{
\
\
J
i
,
....--~
" \
./
,
,
'\
'\
"
\
\ '\
\. \, \
""- \
" ..., - " \
", "...." " \
,
,
,
----......
I
I
\
\
400
.
FEET
SITE AREA - 2.87 AC
NEW BITUMINOUS - 0.17 AC
NEW GRAVEL AREA - 0.73 AC
TOTAL NEW IMPERVIOUS AREA ::;: 0.90 AC
EXISTING GEDNEY PROPERlY AREA ::;: 26.47 AC
APPROX. TOTAL HARD SURFACE AREA ::;: 11.14 AC (42.1 %)
MVEC GEDNEY AREA ::;: 2.35 AC
FUTURE GEDNEY PROPERlY AREA ::;: 24.12 AC
FUTURE GEDNEY HARD SURFACE AREA ::;: 11 .14 AC (46.2%)
MVEC XCEL AREA ::;: 0.52 AC
TOTAL MVEC AREA ::;: 2.87 AC
MVEC HARD SURFACE AREA ::;: 0.90 AC (31.5%)
f
400 0
r-o-__-
SCALE
EARTHWORK SUMMARY
RAW CUT +4141 CY RAW FILL = -4647CY
SECTION CUT = +1673 CY SHRINK (25%) -1162 CY
TOTAL CUT = +5814 CY TOTAL FILL = -5809 CY
BALANCE = +05 CY (EXCESS)
!12m. "FUTURE" REFERS 10 AFTER lI\IEC PURCHASE ANO DOES NOT
CONS1OER N{'( OIliER ALTERAllON 10 1HE GEDNEY PROPERlY.
I HERElJ't comFY 1KQ" THIS PlAN. ~TlON. OR REPORT WAS PREPAAED
~~'l:~#'~~~
KREG ~OT
ue. NO. 24307 DAtt 1'/29/05
........
DWP
-
DWI'
~E30L TON & MENK. INC.
Consulting EngIneers a: Surveyors
UANKATO, UN fAlRlotONT, lotN SI.LEPY EYE. lotN W1LUtAR. lotN
BURNSVILlE. lotN ctW;KA, UN AMES,....
_. n
..,.
MINNESOTA VALLEY ELECTRIC COOPERATIVE
CHANHASSEN SUBSTATION 2005
SITE LAYOUT
SHEET
CKDCED
I<JS
2
OF
4
2" lYPE 41 wtAR COURSE (2331)
BITUMINOUS TACK COAT (2357)
3" lYPE 31 BASE cOURSE (2331)
10" AGGREG.t.TE BASE PlACED CL 5 (100% CRUSHED) (2211)
SUllGRADE PREPARATION (2112)
BITUMINOUS DRIVE
NOT TO SCAlE
SECTION B-B
A
L
I'
8" - 0.75" ct..E'AR, WASHED RJVER ROCK
8" ,... 1.5" CLrAR, WASHED RJVER ROCK
SUBGRADE PREPARATION (2112) (INCIDENTAL)
GRAVEL PAD
NOT TO SCAlE
RlPRAP
ClASS . ClASS. ClASS Ii
_II" _' _12"
1M.
Of
ROUND
PIPE
No
12 8
15 8
18 10
21 10
24 12
?:I 12
30 14
38 11
42 11
48 20
GEOTEXTIl..E FABRIC, PER SPEC. 3601.
TIlE FABRIC SHOULD COVER THE AREA
OF THE RIPRAP AND EXTEND UNDER
THE CULVERT APRON THREE FEET.
SECTION A-A
RCP CULVERT END RIPRAP
NOT TO SCAlE
l:iQlI: DETAILS ARE NOT TO SCALE
10:47 am
::Ii
:>
::Ii
Z
:i
.
o
I
~
PUBUC ROAD
RADIUS AS
REQUIRED
6" MINIMUM DEPTH
OF I" TO 2"
CRUSHED ROCK
I ENTRANCE WIDTH I
AS REQUIRED
llQIE:
ROCKS A.T ENTRANCE CLEAN WORKSITE MUD
OFF OF TRUCK TIRES BEFORE DRMNG
ONTO MAIN ROAD.
ROCK ENTRANCE CONSTRUCTION
NOT TO SCALE
PLASTIC 'ZIP' TIES
(50# TENSILE)
l.OCA.TED IN Top 8"
.t5
~~
~i3
~~
STED. S1lJODED 'T' POST
5ft MINIMUM LENGTH POS'IS
A.T 6ft lIA.XlMUlI sPACING
GEOTEXTILE FABRIC, 36" WIDTH
DIRECTION OF
RUNOFF FLOW
lIA.CHINE SUCE
8"-12" DEPTH
(PWS 6" FlAP)
SILT FENCE - MACHINE SLICED
NOT TO SCAlE
I HEREB'l' CERTIfY lHA.T tHIS ~. SPECIFlCATlON, DR REPORT WAS PREPARED
BY WE OR lJND[:R WY DIRECT SUPEJMSION >>If) ~T I NoI A Dl.I..Y lICENSED
~ DQfiR t~/jr:.:::;;;Tt Of _ESOTk
KREG ~11!r
24307 DAlE 11/29/05
OMP
~BOL TON & MENK. INC.
ConsultIng EngIneers /Ie Surveyors
IoWIKA.TO, MN FA/RIAONT, IAN Sl..EEP'l' EYE. IAN WlLl.W.R. MN
BURNSVILl.E. MN CH'SKA." MN AMES, I.t.
-
OMP
CHECICDl
I<JS
7:l5
1ItY. Of
A
//
A'
i
I
I
7?D!
I
J
I
i
.,.,,1
I
i A
,."f
I
!
I
"",.
J
~
AES HETlC
WAlL
...
SECTION VIEW A - A'
s'
.....
"1t
SECTION VIEW B -B'
MINNESOTA VALLEY ELECTRIC COOPERATIVE SHEET
CHANHASSEN SUBSTATION - 2005 3
OF
DETAILS 4
'...
1
1
.,
I
I
,
,,\
"
,
/1
i
I
1
I
!
I
/
/'
'"
~
(
;>
,
4___-
/
/
/
./
r----
c~
~
I
!
/
/
, J
, J
-P9",~
\
.......-....,
r ,
, J
C~ I
~ /
I
\
,
,
\
\
\
,
--,
,
,
,
,
l ":'.~--
\
,
,
\,
"
,
-,
,
,
\
,
,
,
,
\
,
"'
,
,
",
,
,
\
'6.
....y..."
....,-
,
\
I
//--1
( I
\ \
I \
I \
/ \
---
/
/
",/",,/.
/
/
<
.........\\
...~ ....\
/
/
/
/
/
//
'<
//
/'\,/
/
,
I
^ //
-' ,/
, /
'//
,
I',
I "
/ ,
.-' ...............
/'
,
\
,
\
\
,
t,-_//
,
,
,
,
,
,
,
\
\
\ ""-...
"
~---'
'""
//
//
'/
/r
//
//
//
'/
//
//
//
/:/
/,
/,
//
//
//
//
'/
//
/,
//
//
//
'/
//
//
//
,/
//
,
,
/
/
/
/
//
/
/
/
/
I
I
,
,
,
,
,
_--- I
/ I )
/ II
/ i I
, II
/ /
,
,
1
I
,
I
I
I
1
!
I
/
I
I
)
I
I
I
\
"
\
\
~
\
\
\
\
I
h
I ,
I '
\
\
\
\.......,.....
I
\
\
,
1
,
,
.r--<
/' ,
/
ISl../
/"
//
(~
--
,
\
\
\
\
I
,
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
,]
\
\
\
\
30 0
~-...-
SCALE
I HEREB'l" CEJmFY lH4T THtS PLAN, SPECF'lCA.l1ON. OR REPORT WAS PREPARED
7;~or::fER1:~7j;i:t; ~~
KREG ~Itr
uc. NO. 24307 DAlt 11/29/05
ClCK[I)
KJS
D~P
30
I
FEET
D~P
11 28 2005 4:35 m
" ,
.... \ ; \ I
'....j / \... ~ \ ~ t \ / /
I I 1 ........ ./ '/ 'II /
-----=--~--l-____2::~/~/ 1-;. /
/ I \ _)/{~/)
_______ .-__/ _ ,I \ r ~i \_...rr/
~/~-----i----~--r~~~-~\
----_______~ l....., \ \
I , \ \
I \ ,
; I" \.
******. ../ \ "'~-)
--~-.. -' *** '
......---- -~--..................../,. / \ \,
, \ ,
, ,
,/ '...
.lliITES.;
1) EXISTING TREES ON-SITE 90% SYBERIAN ELM OF
VARYING CONDITION.
REQUIRED BUFFERYARD PLANTING TOTALS:
(OVERSTORY REPLACED W/ UNDER. DUE TO POWER LINES)
UNDERSTORY = 25
SHRUBS = 32
PLANTING SIZE:
SPRUCE = 6'-8' TALL
MAPLE = 1.5"-2.5" TRUNK DIAMETER
CRAB = 1.5"-2.5" TRUNK DIAMETER
PROTECT EXISTING TREES TO EXTENT POSSIBLE.
SEED ALL DISTURBED AREAS WITH Mn/DOT MIX 250.
(EXCEPT AS NOTED ABOVE)
CONTRACTOR TO MINIMIZE SITE DISTURBANCE AND
PROTECT EXISTING TREES TO EXTENT POSSIBLE.
2)
~
~
3)
-
4)
5)
-x-
*-
o
o
..
o
..
.
6)
",
\
\
\
\
00
00
\
\
\
I
\
'\
"-
"
"
.....---
-,
,
"
.....---,
--
~BOL TON & MENK. INC.
ConsultIng EngIneers 4: Surveyors
loIANKATO. t.lN FAlRt.lONT. t.lN SlEEP'( EYE, t.lN W11..L1.lAR. t.lN
BlJRNSVILLE. t.lN CHASKA, t.lN At.IES, IA
LEGEND
BITUMINOUS DRIVE
GRAVEL PAD (WASHED RIVER ROCK) \
I
INFILTRATION BASIN; SEED MnDOT MIX 310
I
!
AESTHETIC WALL
PROPOSED FENCE
EXISTING. TREE (CONIFER)
EXISTING TREE (< 6" DIA.)
EXISTING TREE (6"-10" DIA.)
SPRUCE (7)
AMUR MAPLE (7)
RED TWIG DOGWOOD (32)
RED SPLENDOR CRAB (11)
SMALL PLANTINGS (12)
~~
-',
,...=;-,
,If '\ "-
,
/
/
J
1
,
,
/
I
\-
.......-"".....
.....,-If
,_ I
I
\
,
,
,
,
I
MINNESOTA VALLEY ELECTRIC COOPERATIVE
CHANHASSEN SUBSTATION 2005
LANDSCAPING PLAN
II<V. '"
"',.
SHEET
4
OF
4