2002-04-12_CUB_FOODS
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Preliminary Site Plans
for
Grading, Sanitary Sewer, Storm Sewer,
and Lighting
for
Shorewood Village Shopping Center
Shorewood, Minnesota
PREPARED BY:
PARSONS SIT
KS)STUOIO
PARSONS TRANSPORTATION GROUP INC.
~~~n~i(i1~)j3~e_~W',. s~~~: ~~~2)33~~~~16IiS. Minnesota 55401 USA
PREPARED FOR:
SHOREWOOD VILLAGE
SHOPPING CENTER, INe.
605 US Highway 169 Suite tOl
Plymouth, MN 55441
Phone: 763-398-0080 Fax: 763-398-0087
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CO!llIIlLTING ..........
WlDSCAPB AIlOIIITI!CTS
~ .A.VBNVI NOBTB
~1Df6M01
LOCATION MAP
NOT FOR CONSTRUCTION
REVISION DESCRIPTION
DATE
SHEET NAME NO.
TITLE SHEET 1
. E:,XI.~TING...CONDITI.ON.S..AN[)...RE.M.OV~....PLAti______2..
PRELIMINARY SITE PLAN 3
FRELlMINARYG.RADINGANDEROSION CONTROL PLAN 4
PRELIMINARY UTILITY PLAN 5
. ........................... ...-.................................
PRELIMINARY LIGHTING PLAN 6
..........................................................................
PRELIMINARY LANDSCAPE PLAN 7
I'RELIMINARyl.ANDSCAPEDETAILS 8
.................................................................................
PRELIMINARY STORMFIL TER DETAILS 9
PRELIMiNARYSTORMFli.:TERDETAILS 10
............................................................................
PRELIMINARY STANDARD DETAILS 11
SHEEjT
1 11
Cub Foods
PRELIMINARY PLANS
SHOREWOOD, MINNESOTA
PROJECT NO.
644447
PLOT DATE
04/12/02
TITLE SHEET
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PROJECT NO.
644447
SHOREWOOD VILLAGE
SHOPPING CENTER, INe.
60S US Highway 169 Suite WI
Plymouth, MN 55441
Phone: 763-398-0080 Fax: 763-398-0087
SIT
EXISTING CONDITIONS
AND REMOVAL PLAN
SURVEY SLS ~EVISIONS
DESIGN JDS . I HEREBY CERTIFY 11-IAT THIS PlAN, SPfCIFICATION OR REPORT
~ WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
DRAWN ~ AND THAT I AM A DULY UCENSED PROFESSIONAl ENGINEER
CHECKED ~ UNDER THE LAWS Of THE STATE Of MINNESOTA,
QC CHECK~ ~~~S. NO. Jm.!L
DATE 4/12/02 Joh". H. PoylO"
PARSONS
PARSONS TRANSPORTATION GROUP IN}J'
111 Third Avenue South, Suite 350 . Minneapolis. Minn880ta 55401 USA
Phone: (612)332-0421 . Fox: (612)332-6180
PRWECT Cub Foods
SHOREWOOD. MN
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LAKE UNDEN DRIVE
~W:MENT BY 0
_ SITE NOTES
. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS
NOTED OTHERWISE
. CONTRACTOR SHAll FIELD VERIFY THE LOCATIONS AND
ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC
FEATURES, SUCH AS EXISTING GUmR GRADES AT THE
PROPOSED DRIVEWAYS. PRIOR TO THE START OF SITE
GRADING, THE CONTRACTOR SHAll IMMEDIATELY
NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR
VARIATIONS FROM THE PLANS,
. HANDICAPPED PARKING STALLS WIll BE PROVIDED AND
IDENTIFIED PER ADA CODES AND LOCATED ON SITE AND
SIGN AGE PLAN FOR CONSTRUCTION.
. ALL CURB AND GUmR TO BE CONCRETE B612 UNLESS
NOTED OTHERWISE,
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~PROPERTY LINE
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PROPERTY L1NE~
RENOVA TED RETAIL
69.153 S.F,
IlUIE____
SHORTENED
HIOHWA Y
NO. 7
srArE
. All CURB RADII WILL BE 5.0' UNLESS NOTED OTHERWISE.
. CONCRETE APRONS TO BE INSTALLED FOR All ACCESS
DRIVES ON TO PUBLIC STREETS PER CITY STANDARDS.
. REFER TO LIGHTING PLAN FOR FOOTCANDLE PRINT OUT,
. BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING
FACE (TYP.) UNLESS OTHERWISE NOTED.
. VA REFERS TO VAN ACCESSIBLE STALL WHICH REQUIRES
AN 9' STALL AND 9' LANDING AREA.
RETAINING WALLS - COLOR OF MODULAR BLOCK TO BE
SELECTED BY BUILDING ARCHITECT, SUBMIT COLOR AND
TEXTURE SELECTIONS FOR APPROVAL.
. TYPICAL FULL SIZE 90' PARKING STALL IS 9.5'X20' UNLESS
NOTED OTHERWISE.
,,,;l
l.lODULAR
BLOCK RETAINING
WALL (TYP,)
Call 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651-454-0002
MN, Toll Free 1-800-252-1166
F,F,E, 999,1
30' DIAl.lETER. 110.000 GAllON
STEEL FIRE PROTECTION TANK, TO
BE PLACED AT GRADE,
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_ LEGEND
PROPOSED
NEW CONCRETE
WALK (TYP,)
+
l.lODULAR
BLOCK RETAINING
WALL (TYP,)
EXISTIOG
RIGHT-OF-WAY LINE
PROPERTY LINE
CURB LINE
LIGHT POLE
STOP SIGNS
_ SITE DATA
SUPERlAIIRKET
60.050 S.F,
RETAIL SHOPS
69.236 S.F,
TOTAL BUILDING 129.286 S,F,
ADJUSTED TOTAL BUILDING AREA 116.357 S,F,
(lOll REDUCTION)
TOTAL PARKING 620 SPACES
OVERAlL PARKING RATIO 5,50
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PROJECT NO.
PROJECT Cub Foods
SHOREWOOD, MN
SHEET NAME
PRELIMINARY
UTILITY PLAN
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SHOREWOOD VILLAGE
SHOPPING CENTER, INC.
605 US Highway 169 Suite 101
Plymouth, MN 55441
Phone: 763-398-0080 Fax: 763-398-0087
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SURVEY SLS ~EVISIONS
DESIGN JDS I HEREBY CERTlFY THAT THIS PLAN, SPECIFICATION OR REPORT
- WI>S PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
DRAWN ~ ~gE~Jt~ ~w~ 8~LiH~C~W> OF ~~~~~g~~~ ENGINEER
CHECKED ~ REGIS. NO. ~
QC CHECK JHP DATE
DATE 4/12~ John. H. Poylon
K5 STUDIO
PARSDNS
PARSONS TRANSPORTATION GROUP INJJ'
111 Third Avenue South, Suite 350 . Mlnneapolil, Ltinnnota 55401 USA
Phone: (612)332-0421 . Fox: (612)332-6180
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4 womo WhIte Oak
2 1/2 -.3 col.
I ock HOle Soruce
6-8 hI.
'" .,' nu (?\ ;--- - - - - - - - -
?\ _-~-iA-- -A.,.~ . ........^.........~_.....
~ __- __ r-.~-~.~ ...~....... . . .
Prolrlflre Crob'" - - - ... L...:..J' .' . . . . -~ 1::-: . t . . . . . . . . . . . . . .' .
3 I . " .
~ : ~~~:'D'_' . r. . -" ~~. -:----:- . '-' DEMO--
\ '" " ""AAAPAr "'-' ,,~ 10,380 S.F.
,. \,. SJ. Block HlUs Snruce15' ~ - ~ ~\
\. \ I..T..'\.------'1 V 4-6 h~ - ~\
).. \ r' "--, SJ. I . ~.{;;. ~
\ \ I J "ifI' , r.:- ~ --
\ \ ~ --j"',\ (~ Block HOle ""ruc~ t: ',; _
t \ ,.~~. \ '.P, ~6-8 h~ ~ .l - '--
...,. --\ ~ roirifire Crab 3( ;,' _
C;IJf",.,. \ \ 2....coI. I I ~. ,. .
,...\\ \ \\ II~.1 _
~\ \ \ \ .., It"" t.
~ \ \ .. ~ ..... _-,,,,,of 11 . -
,. ,.:"..r~" u .I -
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'... ltt:_~ _------ _ _ ~r . _
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\,. a '\J\ .~ I-
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Fro~ant 1S:~~. 20
Black Hills Snruce 3
6-8 hI.
Purnle Coneflower 410
.3 POT
Amur M~le 12
5 clump
Austrian :~~ 3
Red Twinned Danwoad 108
18 e.G.
Austrian :i~Kv-
Cardinal Red Osier Doawood 13
2 e
Glossy' Black ehoke~e CG 13
Ilnllrlflre Crab
;a;:;(:aI.
2 ustrion Pine
4--6 ht.
.
--63'l!lock HIlle S"ruce
'C'6-8 ht.
--------------------
---~~~=~~:--=---I
~""{.W.W~ ~1..'JI"j.'
... " :..7l
~; ~"II~ ~
i 1----
i -- I-- -
RENOVATED RETAIL I ~ ~I+ !
..... 69.153 S.F. I :::.: ~1l1' i
.' " , " r~-' : I : ,,-;-, . F.F.E. 999.1 I ~ Co ~ i
F.F.E. 999.1. Hone"'acuet 45 ./ ~ ~ ~ =- i = I I
21/2 -3 cal~ ~ ~ ~ FPJ = ! ~ lr---'
- - - - I,
- - - - I,
- - _ - ,,'11
= - - - -;;-
EN1tIl lDOT DOT EN1ER ^ ~ = = = t ~H~ J:
I ~- _ _ _ _ ~ :,11
. ,.%:i:~. '--V b, =::; = \1 ~rJ 8 wam" White Ook I"
.:\ ~ ~ ~ /' ~ _ _ -<! 3 col. I'
.7 .... \ \' \" l' - I- b III ~ri~~ Pine 11
- - =- = II ""nrdinal Red Osier oar' oad I
-- V~CG::
= = r 19 1 , !Iv ~,lt ~~~nned Onnwood III
- "'f"';.. t I !I ----./j"tLone"'ocust I
"---" C/ '=-- ~ ~ 1{2 -.3 col. b9~ I:
== (t~i/J IJ.,~ 4~"'l ~ :
-- ~ ~II.\ ... _}(L:~-- --j I ~II wampWhiteOok
__ -- 10V' - . (\ ~ ...d' / ( . ,1 3 cal
== __ ==~/,-;;L .~ \' I\\~m\l:v~. '%. ~c~ ~\ 5 ';';-'-'-'-'-' ,( : r 4 6us~;mn Pine
_- -_ = = - - " '\. \f'Y;f'2A..,/ , ~ ))) ~ ~ j \ \\ \ \ \1 - ~ -------f3'{'~oin("e Ccob
__ __ -':IT'\. '\. \)ffiJJi.d ~) \ \ \ I. \ _ 2 cal
E == ~~ ~~ ,~~ tb,,, \'\\~ \~--- ----
_ _ _ _ _ ~- ~/ '._.' ~d ~-:----cr""~ _ _ ~ _--OJ' PARKING AREA 5,37 AC.
i-- - - _ _ -i--- ~ ,V... "--I23Passv Block ChOkeberc ~.,.. _ _ LANDSCAPE AREAS ""THIN PARKING 0.53 Ae, ('OX)
\-- -- _~ ,,~ -~, ,-,2 CG ff] ~/~ '
~ --=-- ~ ~ , /' 3 mur Manle " " ,-- 50' O' 50'
· - &:J /' V j .///7 _==_ 5 clump "" r. CD -. n n n n r1 r-----1
L W '- ~~ _ ;{'? #~:::- ....::::~~ 1: r, r, -- CD u u u u u L-..J!
A'/-.r.=~ (iF"';.-lJ/ '-X /;7 / \. II II II ~ NORTll Croplllc Sco/e
'l:...../ ,8' 4- ~ H ~ . . . ALE ~:N~ : : .'. 50'
, tl'......\f:7) 'V / //' 4-4- 4-4-. ~ n ~ . '.. .... -: -:. ~~!.' .' . PLANT SCHEDULE
" \ ~~~ ////.f/ /- .-:-:. t' III \ ........
,\ .f'"..p.'*' +.... /J nl: \ QTY.PLANTTYPE
++ l' ~ ,',' ""--,_ OVERSTORY TREES en HONE'rlOCUST
, ' - ",' ~("_ ;"",:;/_,~__.:"- +9 . . q' " ~~
" __ r~.. .p . .. Q "-:::.- ~oOl:" N C"NTSfA. TRIA.....ANTHnc:: 'SHAODJA,5TE1R'
'\.... - r ~.. .. ,,_~ I ~r. J"" - ==-= ')? SWAMP WHITE OAK
....~~.... ~ /.J _;;;;:.::::-- .... ~ . ....... ...."
... ."..:"/- ,tC ~" . . . _4'/7' l' Amuc Moole 7 OUERCUS 81C" OR
... ,..."..,:.-::.-::.-::.-::.':.':.':....=....".;-;-;-~.~C~- \)R\'I\.._~_~~-~~ ~ ,,~...'..' ?4'.fr~- '=~~ 5 clump In AMERICAN UNDEN
: . : : ~ . : ~-- -- ~J~~__~:~~.~t... ~~..~ ..."" ~ .~~4'.fl-~ 8 :u~~~n ;ine-ffiWaMl~um~~ --~~~~~~~n~~ ~~~<: 25 .~..<
. . . . .. ./ 15 ,,,,.o<N<iD<;;o.D
10.3 :~on Linden .....- ......._..;:;;:;-
--
../'3'f!:olrlfire Crab
2 col.
I
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2 wamo White Oak
2 1/2 .3 col.
__I
1 one"'ocust
2 1/2 - 3 col.
2 lack HOls SPruce
~2 14 hI.
SHOPPING CENTER ADDITION
60,050 S.F.
1_ '2
3 one"'ocu.t
2 1{2 - 3 caI.
I 'J'Austrlon Pine
~6ht.
l----"2\!Led Twlaaed Donwood
8 e.G.
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SIZE
3 IN.
'[)1'E
88
Cardinal Red Osier Oonwood 37
2 e
Swomo White Oak 7
3
~=:::.......
- ...~
88
3 IN,
"
o
3 IN,
88
l ,.
RR
Amur M~le 3
5 clump
Austrian :~~ 3
'II'L
RR
. ........... .'~'
......r...S
.... u~AH PINE
4-6 HT.
8B
USlRtAN PINE
6' HT. 8B
CK Ht.l.S SPRUCE
2-14' H IAIA
TA
Ht.l.S SPRUCE
A
HlUS SPRUCE
6-8' HT. 88
4-6' HT. 88
POT
3 IN.
14 O.c.
RU
14 O.c.
36 Y BlACK aiOKEIl€RRY
A A
104 AI. RED OSIER OOGII'OOO
CllRIIUS CAROINAI.
173 lYIIGGED ilOGYlOOO
CORNUS BAIl.E'11
262 _ANT SUIIAC
RHUS AROIIA 1lCA
e.G.
2 fT.
c.G.
POT
14 O.c.
3 IN.
2fT.
C.G.
3111.
POT
14 O.c.
18 IN.
C.G.
L
410 PURPlE CONEFlOWER
EOilNACEA PURP\JR[A
POT
3 IN.
'8 IN.
NOT FOR CONSTRUCTION
3.5 Cle.
4.5 O.c.
3 O,c.
3 O.e.
REMARKS
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11
GENERAL NOTES
1/ Landscape controctor to ....nfy all underground utHlty locations prior to
commencing work.
2/ Grodlng and construction in the Immediate orea must be completed prior to
plant installation.
3/ All new plant material shall be installed to owid conflicts with drainage
.wales, poorly drained orea., and aU utOites.
4/ All disturbed areas within construction limit. are to be landscaped, seeded.
or sodded, os shown on landscape pion.
5/ Sod all disturbed areas not indicated to be planted or seeded.
6/ Stoke sod in swale. and an slopes 3: 1 or greater.
7/ Berm and plant parking Islonds per the T)'plcal Island Sectian.
8/ Each planting bed noted os .Perennlal Mix' shall be composed of
approximately equal quantities of the species listed in the plant tabulation under
.Perennlof Mix..
RDlll\{ IlURL\P fRal lOP ~ IlAU.
PLAa: AT So\IlE GRADE AS II fIIlD
( " IICHR lll'OlR.Y DRAtlED SOLS)
GRADE TO DRAIN AWAY fRallRtH(
IU.Df TO IlAIUIE, SIlO F _ltD
BAOOU .1M UOIlIfIIJ) IUN1ING SIll AS
SPEllfE)
SET IlAU. ON COIlPACltD SOl. PEDESTAL
PROWlE GRAIU FIUED DRY Mll.
8" OIA. X S OED' rOR POORlY DRAlHEO
SOIlS
G;) B&B TREE PLANTING
10 NO seAl[
.....
I\NtWC liIDI. AS SPEIHD
Q TREE PLANTING IN DEPRESSED ISLAND
10 NO seAl[
_ NOTES:
. lANDSCAPE PI.AN AND lANDSCAPE DETAILS BY DAHLGREN. SHARDLOW AND UBAN.
9/ Plonts in .Perennlof MI~' beds sholl be placed randomly and apprawd by the
Landscape Architect.
10/ All planting. are to be Irrigated.
II/Irrigation s1eeving Is to be Installed prior to construction of all curbs.
walkways, and driveways and is to be coordinated with Irrigatlan contractor.
12/ Londscape contractor is responsible for coordinatlan of the Installation and
operatlan of the irrigation system.
13/ Instoll poly edger os specified in 011 plant beds adjacent to sod.
14/ If the number of p10nts on the plan differs from that shown on the plant
schedule, the number of plants shown on the plan wOI toke prededence.
15/ Notify the landscape architect prior to plant installation if there Is 0
question regarding spacing or hardiness of 0 species of plant material.
16/ Damage to property from landscape work must be repaired at no cost to
the owner.
...
.. AS.......
CEDI'" tWHIoWA
......
3 TREE PLANTING ADJACENT TO SIDEWALK
10 NO seAl[
*
~ ONc:amJl_15
1 . Sl'IlHD ON FUll.
1- I'IUI: IIWlCIIlS 10_
... IWIM. RIIII. .
/CRllUNllc:lMR IUN1S
1. SEE PlANT SCIEDIl.E RlR \
PREPARE PlANT BED PER SPECIFlCAl10NS
5IIlEDllED HARIlWOOO IIUl.CH
~/~. ~~STDISPlNflS
1NSTAl1ED BEFORE P\ANl1NG
G) SHRUB PLANTING
10 NO seAl[
........
IU.DfI5 Sl'IlHD.
31~1t=lIEIIEIlt=lIE1IElI1S1EnElI'~'IE-II~;1 1-
ISII=lIEII~~I~I.:JlEIISII=lIEIII=lII=
1'1lEI'IIt___
CCIIliIUIUS ...
IIIlCIlfU IIIH IlllIlfIII PINlIIC
SllLI5 Sl'IlHD. 1IIIUl... WI'
10 REIlatt III POCIIEIS.
RIIII PEIlSllIl Of CllIIW:mI
OIlUllll5llllllEDSOL
, G) PERENNIAL PlANTING
10 NO seAl[
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G) PER,ENNIAL BED LAYOUT
1 0 NO seAl[
7 PERENNIAL PLANTING IN DEPRESSED ISLAND
10 NO seAl[
/ APPlY rllJAR AH1IlRNG'IRANT NO LAD lHAN
24 HOURS PRIOR TO UO\1NG 1REE PlR
llANUf'ACllJRER's DIRECTIONS AS DlREClEO BY
~ lANlSCAPl: AROITECT BASED ON 1lWE or 'IEAR AND
V CONOIlION ~ TREE
-.. _Ul~UWA~~
G) B&B TREE PLANTING ON SLOPE
10 NO Sl:Al[
NOTE:
EXlDIIOl EJCAVAlION NIl BAa<rll. SOl. TO A
f(Iflf _ EQUAl TO ClI LOII[R IN El.EVAllON 1HNI
TO IN9IlE AOCGUAlE 0ItIIIWlE 11I6VY SOLS. CllA/IUR
SOl. MUST BE AOOm AS BAa<rll. II NIIJS ~ POOR Dll.IINAc:E.
ElIIS1lNC GRAllE
CUT NV.
PLAa: 1REE AT So\IlE GRADE IIIElD
(1' tIGltER II I'OlR.Y ORAMD SOLS)
IU.Df AS SI'EllFED
fLlER FABRIC
BAa<rll. lI1K 1ICIllfIED' PlAIl1IlG SOl.
AS SI'EllFED
fJlII.Y COIlPACtB) BAa<rll. Nv. TO CllEAlE
3" SAIlCfR _ SHlUII
U*lAIlIllllS1UllllED SOl. IlENEADl lit:
ROOT BALL
WATDl allEIITAllON TO lHAT II fIIlD
_ WAOltE SIZE - It' OIAIlE1ER QJR~
IlJllE OR 96" OWlED STRAlCHT BlAOE.
___ ___MtE._ALSAME_GRAOf AS IN F1F1D JIAJOi_________
ANClE AND PlTOl ~ IKl.E DUG TO lit: 1REE
TO BE TRANSPl.\N1Dl.
IU.Df AS SPECftll. II'ItCRIllIDI. 1RNISl'lAHT
~~d PL\IITtlG tIlE PER
SCNlfY SOl. SlMACE ~ SPAIlED Hll.E
FlI. WJOS ~ BALL NIl PIT .Dl A 9JJRRY
~ Slll ACIlICU.1lIlAL Cl'PSUIlNll1l.E IlElEASl:
5/10/10 Fel1IJ2ER - 1ES1 SOl. TO 0EtERIH Ill(
@ MACHINE MOVED EVERGREEN PLANTING
10 NO SCItE
NOT FOR CONSTRUCTION
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The STORMWATER MANAGEMENT
StormFi/ter a
U.S. PATENT No. 5.322.629.
No. 5,624,576, AND OTHER U.S.
AND FOREIGN PATENTS PENDING
~1~~~A~~y ELEVATION &
~~~~gEE :;.f'~Tlg~WNSTREAM &
~~M~~~tgEE ~~;V~TI~~STREAM A
"'!.. ....: ..'. ..
"'!.:. -
.. . } ...
a'
9'-6"
RADIAL FLOW CARTRIDGES (TYP)
PROVID~ BY
STORMWATER MANAG lENT
TO&f UPSTREAt BAffLE WALL
..... .~...:
CULVERT FLOOR ELEVATIO&
INVERT OF 4" PVC PIPE MANIFOLD SYSTEM ON STRUT
PROVIDED BY STORMWATER MANAGEMENT
(STRUT NOT SHOWN fOR CLARITY) ffi
CULVERT aOTTOM ELEVATID&
BOX CULVERT STORMFILTERN - SECTION VIEW
N.T.S.
A
A
48'-6"
BOX CULVERT/OUTLET BAY fLOOR
RETREATMENT BAY
~
'0'
..
gO" UPTURNED ELBOW (lYP)
4" PERF. SUB DRAIN PIPE
BOX CULVERT STORMFILTERN - PLAN VIEW
N.T.5.
~6M~~~DE ELEVATION &
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INLET PIPE ill
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CULVERT FLOOR ELEVATION
&.
46 PERFORATED SUB DRAIN
PIPE WITH FILTER SOCK (lYP)
PACK IN 3/4" DRAIN ROCK
6" lAIN ALL AROUN~
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INLET PIPE
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STANDARD PAVEMENT
HEAVY PAVEMENT
FINISHED GRADE
1,5" Brr, WEARING COURSE,
MnDOT SPEC, 2340, TYPE 41
1,5" BIT, BINDER COARSE
MnDOT SPEC, 2340. TYPE 31
2,0" Brr, WEARING COURSE,
MnDOT SPEC. 2340, TYPE 41
3,0" BIT, BINDER COARSE
MnDOT SPEC, 2340. TYPE 31
FINISHED GRADE
FIRE HYDRANT
6" AGG, BASE, CLASS 5 (100l!: CRUSHED),
MnDOT SPEC 313B
SURFACE COMPACTION
12.0" AGG. BASE, CLASS 5 (100l!: CRUSHED),
MnDOT SPEC 2211
GED-FABRIC
MnDOT 377 TYPE V
_ PAVEMENT SECTION
(SEE GEOTECHNICAL REPORT FOR PAVEMENT DESIGN)
AUTOMATIC SETBACK
1/4" PER COURSE
CAP UNIT (TYP.)
24"
GEOGRID REINFORCEMENT
ATIACHED TO CMUs
(WALL TO BE DESIGNED BY
OTHERS) (RETAINING WALL
CONTRACTOR TO SUBMIT
CALCULATIONS TO ENGINEER
FOR APPROVAL)
_ CMU RETAINING WALL
lYPICAl SECTION
"7
-
~
I _Bore I
....M'IOOT.2000
AGGREGATE fILTER AT CURB INlET
lI'lI[8Ol1CSfltLJl8t
_ CATCHBASIN EROSION CONTROL_
l. ~,1/~", P.E~~~:'.:~~~;~;~~S,,~E;T;. '"J
REFERENCE TO MN-DOT SPEC, 2521
CONTRACTION JOINTS AT 5' SPACING
CUBIC YARDS PER LINEAL FOOT - 0,0617
LINEAL FEET PER CUBIC VARD - 16.21
_ CONCRETE SIDEWALK
SECTION
1 CUBIC YARD GRAVEL
OR CRUSHED ROCK
TEE
2-3/4" TIE RODS
NOTES:
1. ALL JOINTS TO BE
MECHANICAL JOINTS
2, PIPE TO BE BEDDED ON
FIRM UNDISTURBED SOIL
OR COMPACTED BACKFILL
_ FIRE HYDRANT
lYPICAl INSTALLATION
4'-0"
CASTING SHALL BE NEENAH R-1642 WITH TYPE "B"
LID, OR APPROVED EQUAL, STAMPED SANITARY SEWER
OR STORM SEWER AS APPROPRIATE, HAVING TWO (2)
CONCEALED PICK HOLES,
2" & 4" ADJUSTING RINGS
2-2' MIN.. 3-4" MAX,
?N~~~M~'M~~SsJE~V1fE
EXTENSIONS,
6" THICK CONCRETE COLLAR
REINFORCED CONCRETE
ECCENTRIC CONE
MANHOLE CLASS 11
(NORTH STAR OR EQUAL)
USE "CRETEX" INTERAL MANHOLE
JOINT SEALS OR EQUAL IN HIGH
,GROUND WATER AREAS,
REINFORCED CONCRETE
IMNHOLE, CLASS 11
VARIES
B
.-..~ .' .~
...... '.".
POURED OR PRECAST
CONCRETE BASE
'.
f5"1-4'-D"--1 I
5'-10"
(ALL STORM SEWER IMNHOLES TO BE SUMPED
A MINIMUM OF 3'-0" FROM LOWEST INVERT)
_ STORM SEWER MANHOLE
STANDARD
CASTING SHALL BE NEENAH R-1642 WITH TYPE "B"
LID, OR APPROVED EQUAL, STAMPED SANITARY SEWER
HAVING TWO (2) CONCEALED PICK HOLES,
2" ~ 4" ADJUSTING RINGS
- 3-4" MAX,
'IM~~SSJE~V.lPE
4'-0"
6" THICK CONCRETE COLLAR
REINFORCED CONCRETE
ECCENTRIC CONE
MANHOLE CLASS 11
(NORTH STAR OR EQUAL)
USE "CRETEX" INTERAL IMNHOLE
JOINT SEALS OR EQUAL IN HIGH
GROUND WATER AREAS.
VARIES
POURED OR PRECAST
CONCRETE BASE
_ SANITARY SEWER MANHOLE
STANDARD
.:....
D,15' SUMP
REFER TO CASTING
SCHEDULE FOR CASTING
INFORMATION,
2" ADJUSTING RINGS,
2 - MIN,
4 - MAX,
SEAT RINGS IN FULL MORTAR
BED,
STRUCTURE TO BE PRECAST
OR SEGMENTAL BLOCK
CONSTRUCTION,
3'-0" MIN,
SUMP
6" '
1
1
_ STANDARD CATCH BASIN
RECTANGULAR
SLOPE GUTTER TO MATCH
PARKING LOT DRAINAGE
ER--GlIl-AS-RiQll--
~.~
3" R 1" R
~.~IT .
1,3f
[
T
1
'"~f~".1
~
..
,.
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. .
.' '
~
~ .
12"
-f-B"~
20~
_ CONCRETE CURB AND GUTTER-B612
NOTE: BITUMINOUS
DEPRESS CURB FOR HANDICAP STREET
RAMP CENTERED 4,5' FROM
PROPERTY LINE
g~~~tTl (&r ~m~~~6us
NOTE: GREATER WIDTH BY
APPROVAL OF ENGINEER
MATERIAL:
MNDOT 3A32 CONCRETE MIX
WITH 5l!: AIR ENTRAINMENT
_ TYPICAL DRIVEWAY OPENING
COMMERCIAL OR INDUSTRIAL
STANDARD INSTALATION
REGULAR FLOW
2" x 2" wood stokes,
8' Maximum spacing
Engineering fabric as
specified, Secure
with staples and lath.
Support post "j...
Overlap $Ieotextile
fabric 6 and fosten
2" x 2" wood stakes,
8' Maximum spacing
HEAVY DUlY
HIGH FLOW AREAS
Support p~~t 'j.
.M2k; Attach wire mesh to
support posts with staples
DIVERSIONARY DIKE
_ HEAVY/LIGHT DUTY SILT FENCE
NOTE: ROCK CONSTRUCTION ENTRANCE SHOULD BE
A MINIMUM HEIGHT OF 6" AND CONTAIN
MAXIMUM SIDE SLOPES OF 4: 1.
_ ROCK CONSTRUCTION ENTRANCE DETAIL_
NOT FOR CONSTRUCTION
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