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MAPUPTNE
CITY OF COTTAGE GROVE HOna®P -
Cottage
J Grove
"here Pride a"d """.rity Meet
WOODRIDGE PARK INCLUSIVE PLAYGROUND
SITE IMPROVEMENTS
MYRON BAILEY
DAVID THIEDE
STEVE DENNIS
WAYNEJOHNSON
LA RAE MILLS
CHARLENE STEVENS
JENNIFER LEVITT
LES BURSHTEN
KORINE LAND
MISmrlaraSlil
SHEETNO.
DESCRIPTION
G0.01
TIRE SHEET
GO.02
LEGEND
C0.01
REMOVALPLAN
C1.01
TYPICAL SECTIONS
C2.01
EROSION CONTROL PLAN
03.01
GRADING PLAN
C3.02
HOLD DOWN DEPTHS
C6.01 -C6.03
SITE PLAN
C8.01
STANDARD DETAILS
E1.01 -E1.02
LIGHTING PLAN
THIS SET OF PLANS CONTAINS 13 SHEETS
MAYOR
COUNCIL MEMBER
COUNCIL MEMBER
COUNCIL MEMBER
COUNCIL MEMBER
CITY ADMINISTRATOR
COMMUNITY DEVELOPMENT DIRECTOR/CITY ENGINEER
DIRECTOR OF PUBLIC WORKS
ATTORNEY
.. -- -- - - „E T
+++m ^^m.a+•^+��o+..^TM^'M•e+P,� TP9smuNrvPowOEAm,wITEe MJBi°x A GROVE, MINNESOTA
aau>oM,-�o.ma,M,mM.o.m.A• a,�.mm. BOLTON
P� MAPLEW000. MINNESOTA (9109 "�`
�(D&MENK Pnw:Icul a.a9 a aa. Ax WOODRIDGE PARKPIAYGROUND G0.01
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..w.,.ealm,.m.�E.PPPI �. TITLE SHEET
tX5 tlNG TOPOGRAPHIC SYMBOLS
AIR CONDITION UNIT
,.
MANHOLE -POWER
_. AIR PUMP
.
MANHOLE -SANITARY SEWER
i. APRON -STORM SEWER
-.
MANHOLE -STORM SEWER
_ AUTOSPRINKLER
-,
MANHOLE -COMMUNICATIONS
- ANTENNA
,-
MANHOLE -UNKNOWN
BASKETBALLPOST
_
MANHOLE -WATER
^ BARRICADE PERMANENT
El
METER POWER
BENCH
— — — — —— — — — — — — — — — —
METER GAS
BIRDFEEDER-''
STORM SEWER FORCEMAIN
METER UNKNOWN
n BOOSTERSTATION
..+-._.
ORDINARY HIGH WATER MARK
•- BUILDING LOWESTOPENING
U
OUTLET CONTROLSTRUMRE
BURIALCONTROLMONUMEW
-_
ORDER MICROPHONE
BUSH DECIDUOUS
_
PARKING METER
LENGTH
LP
SUR
.+ CATCH BASIN BEEHIVE
MANHOLE(SAMTARY)
PEDESTRIAN PUSH BUTTON
CURB BOX
11
PEOESTALPOWER
-. CATCH BASIN
lJ
PEDESTALCATV
-� CLOTHESUNEPOLE
DPEDESTALCOMMUNICATIONS
POINT OF INTERSECTION
COLUMN
PROPERTY UNE
POSTINDICATORVALVE I
--� CO NMOL BOX SIGNAL
PPC
POLE -COMMUNICATIONS
- CLEANOUT(SEWER)
.-
POLEGUY
•- WLVERTEND
R
POLE -LIGHT
DOWNSPOUT
REINFORCED CONCRETE PIPE
POLE -POWER
DRINKING FOUNTAIN
SS
POLE -UTILITY
.- ENERGY DISSIPATER
STATION
POLE -UTILITY SERVICE
n_, EXHAUSTVENT
•
POST
.. FILL PIPE
„-
PROPANETANK
_ HAG POLE
(X
PONICTABLE
r FUEL PUMP
-,
SAMPLING WELL
- GUYWIRE
_.
BOOK
-, ACCESSGRATE
__
RRSIGNALCONTROLBOX
GRILL
_
RR CROSSING GATE
.. HANDICAP SPACE
_
RR SIGNAL
E HANDHOLE
•-��.
REGULATIONSTATIONGAS
FIRE HYDRANT
-.
SATELLITE DISH
r HYDRANT WMNT MARKER (REFLECTOR) J
SEPTICTANK
.. HTORANTVALVE
,•
SEPTICVENT
IM-ET(SMALLOIA.)
SEPTIC DRAIN FIELD
FTI LIFTSTATIONCONTROLPANEL
SIGN
L LIFT STATION DRY WELL
i'
SOILWRING
LIFT STATION WET WELL
•, ren.
STANDPIPEGAS
LIGWYARO
SPIGOT WATER
,u.. LOOP DETECTOR
,,
SPRINKLER HEAD
MAILBOX
SPRINKLER VALVE BOX
G MAIL RELAY BOX
r.
STUMP
MANHOLE -AIR RELEASE
® .�•
SERVICEGASPOINTONUNE
MANHOLE -HEAT
SERVICE -SANITARY SEWER POINTON UNE
- MANHOLE -GAS
• �'
SEWICE-STORMSEWERPOINTONUNE
SERVICE -WATER POINT ON LINE
SIREN
{J TELEPHONE BOOTH
' TRANSMISSION TOWER ELECTRIC
TEST PIT LOC
,L TILEINLET
., TILE RISER
�.....- TRANSFORMER POWER
TREE DEAD
-'' TREE -CONIFEROUS
TREE -DECIDUOUS
,- TREE -FRUIT
TRASH CAN
VEY SYMBOLS
Oine�i AERIALCONTROLPOINTRi
I'E BACKSIGHTCONOLPOINT
GPSCONTROLPOINT
.= JUDIOALIAND MONUMENT
MONUMENTOMPLITED
• MONUMENTIRONFOUNC
TRAFFICSIGNAL
TRAFFICARM BARRIER
cn VALVE GAS
VALVE
.:.rr.. VENT GAS
!-{ VACUUM
VENT PIPE
HWATER MUM
I- WATER REDUCER
WETLAND
„ WELL -MONITORING
_ WELL -WATER
PROPOSED TOPOGRAPHIC SYMBOLS
0
BOLLARD
•
SANITARY CLEANOUT
i
MANHOLE
.— -------- ..._....__ ., ..___._ .. ___
SANITARY OR STORM UFTSTATION
®
STORM SEWER BEEHIVE DITCH BASIN
■
STORM SEWER CATCH BASIN
MONUMENTIRONSET
0—
STORM SEWER FLARED END SECTION
I_, RESECTEDPOINT
i
SANITARY SERVICE
.— -------- ..._....__ ., ..___._ .. ___
STORM SEWER
STORM SEWER OUTLET STRUCTURE
• ROW MONUMENT
-------- ---
STORM SEWER OVERFLOW STRUCTURE
ROW MARKER POST
WATER SERVICE
PROPOSED UTIUTY LINES
�.,.,
•
CURB BOX
s.. SECTION CORNER
SANITARY SEWER
---------.—
SANITARY SERVICE
— — — — —— — — — — — — — — — —
FIRE HYDRANT
,— TRAVERSECONTROLPOINT
STORM SEWER FORCEMAIN
>>—>>—>>—
STORM SEWER
—1-1-1�1—
WATER REDUCER
HT1 BENCH MARK LOCATION
WATER SERVICE
— •n -a >—
PIPEGASING
FUTURE UTILITY LINES
VALVE
K
//yNy
8C
'H
RIPRAP
LENGTH
LP
DRAINAGE FLOW
MH
MANHOLE(SAMTARY)
PEDESTRIAN RAMP
EXISTING PRIVATE UTILITY LINES
NOTE:
TWANG UTILTY INFORMATION SHOWN ON THE THIS PIAN HAS BEEN PROVIDED BY
THE UTILTTY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR
TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE JAW. NOTIFY GOPHER
STATE ONE CALL,1-BJO-252-1166 OR 651-0 002
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D
UNLESS OTHERWISE NOTED THIS UTILITY LEVEL WAS DETERMINED ACCORDING TO
THE GUIDELINES OF O/ASCE 3S-02, ENTITLED -STANDARD GUIDELINES FOR THE
COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA -
CABLE TV UNDERGROUND
...----- --F, .----ro FIBER OPTIC UNDERGROUNC
---- -- -- , POWER UNDERGROUND
— GASUNDERGROUND
'- COMMUNICATION UNDERGROUND
..ui ,ni amu, OVERHEAD POWER
"-- -- OVERHEAD COMMUNICATION
OVERHEAD UTILITIES
UTILITIES IDENTIFIED WITH A QUALITY LEVEL:
UNE TYPES FOLLOW THE FORMAT: UTIUTY TYPE - QUALITY LEVEL
EXAMPLE---
--.—_ GAS, QUALITY LWELA
LIT UV QUAUTY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUNOIN Cl/ASCE 3B-02,
EXISTING TOPOGRAPHIC LINES
RETAINING WALL
_.. ._.." FENCE - BARBEDWIRE
--- - '--" - -- FENCE-CHAINUNK
.._........................................__.....__..._..._.__ FENCE - DECORATIVE
................ „........._..___.. ,-_____... FENCE STOCKADE
............r ...............__. 1,_..__.
FENCE WOOD
........_. . FENCE - ELECTRIC
TREE UNE
.-- .._.. WETIAND
SURVEY LINES
BOUNDARY
CENTERLINE
EXGTING EASEMENT UNE
PROPOSED EASEMENT UNE
FLOOD PLAIN BOUNDARY
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK UNE
SECTION LINE
QUARTER SECTION UNE
SIXTEENTH SECTION LINE
EXISTING UTILITY LINES
---�.i.n--,in------ri.n------
SANITARY SEWER FORCEMAIN
BV
SANITARY SEWER
i
SANITARY SERVICE
.— -------- ..._....__ ., ..___._ .. ___
STORM SEWER
--r.i.�_—_:.i .. ........... rr.n ......__.__.
STORM SEWER FORCEMAIN
-------- ---
WATER MAIN
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WATER SERVICE
PROPOSED UTIUTY LINES
ELEVATION
--PA—RA—
SANITARY SEWER PORCEMAIN
>—>—>—>—
SANITARY SEWER
---------.—
SANITARY SERVICE
— — — — —— — — — — — — — — — —
STORM SEWER DRAINTIIE
�FM�EM�FM�
STORM SEWER FORCEMAIN
>>—>>—>>—
STORM SEWER
—1-1-1�1—
WATER MAIN
--------i—i—
WATER SERVICE
— •n -a >—
PIPEGASING
FUTURE UTILITY LINES
INVERT
- -- - SANITARY SEWER FORCEMAIN
SANITARY SEWER
_ SANITARY SERVICE
STORM SEWER DRAINTILE
STORM SEWER FORCEMAIN
STORM SEWER
WATER MAIN
- _..... WATER SERVICE
- >- PIPE CASING
CONCRETE CURB AND GUTTER
EXISTING
PROPOSED
FUTURE
- DEMOLITION
S BOLTON % o;Mn�arosi os
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GRADING INFORMATION
ALGEBRAIC DIFFERENCE
BV
EXISTING CONTOUR MINOR
i
EXISTING CONTOUR MAJOR
Q,
PROPOSED CONTOUR MINOR
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PROPOSED CONTOUR MAJOR
•••............•••••••••••
PROPOSED GRADING LIMITS/SLOPE UMn
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PROPOSED SPOT ELEVATION
1:4 RISE:RUN(SLOPE)
ABBREVIATIONS
A
ALGEBRAIC DIFFERENCE
BV
BUTTERFLY VALVE
i
C64TEK LINE
Q,
a -ASS
CMP
CORRUGATED METAL PIPE
C.O.
CHANGE ORDER
DIP
DUCTILE IRON PIPE
EVELEV
ELEVATION
a
EXISTING
FES
FLARED ENDSECTION
F/F
FACE TO FACE
FM
FORCEMAIN
RO.
HELD ORDER
GV
GATEVALVE
HP
HIGH POINT
HYD
HYDRANT
HW L
HIGH WATER LEVEL
INV
INVERT
K
CARVE COEFFICIENT
L
LENGTH
LP
LOW POINT
MH
MANHOLE(SAMTARY)
NTS
NOTTO SCALE
MAIL
NORMAL WATER LEVEL
PC
POINTOFQIRVE
PCC
COMPOUND CURVE
PI
POINT OF INTERSECTION
C
PROPERTY UNE
PPVC
PERFORATED POLYVINYLCHLORIOE PIPE
PPC
POINT OF REVERSE CURVE
PT
POINTOFTANGENT
WC
POLYVINYL CHLORIDE PIPE
R
RADIUS
ROP
REINFORCED CONCRETE PIPE
R/W
RIGHT-OF-WAY
SS
STORM SEWER STRUCTURE
STA
STATION
ICE
TEMPORARY CONSTRUCTION EASEMENT
TNH
TOP NUT HYDRANT
TYP
TYPICAL
VPC
VERTICAL POINT OF CURVE
VPI
VERTICAL POINT OF INTERSECTION
VPT
VERTICAL POINT OF TANG ENT
WM
WATER MAIN
HATCH PATTERNS
LEGEND
HEAVY DUTY BITUMINOUS�D
SAND
�'
BITUMINOUS
-
BEDROCK
DCONCRETE
GROUND
�...*;^
GRAVEL
CITY OF COTTAGE GROVE. MINNESOTA
:HFLT
LEGEND
------------
GRILL SAWCUTBITUMINOUS
PAVEMEM jiYP)
I
I
p
REMOVE BITUMINOUS
TRAIL(TYP)
! II
O STAIR REMOVAL)
(BY OTHERS)
TREE AND BRUSH REMOVAL-
`��, (BY OTHERSTYP)
(
(
(
I
( O
_ ' PLAYGROUND REOMOVAL
(BY THERS)
/
NOTE:
1. PROTECT ALLTREES NOT NOTED TO BE REMOVED.
2. PARK IRRIGATION TO BE RELOCATED BY OTHERS
PRIOR TO CONSTRUCTION.
BENCH REMOVAL
_(BY OTHERS)
-\t
lCONCRETE
TREE REMOVAL
--1 L
-OTHRS
i
M PEMOVAL
E TYP)
i {
P It`(BYOTHERS)AVEME
ITJI
1111 I � PROTECT
BfCUMINOIAS
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BOLTON
m
CITY OF COTTAGE GROVE, MINNESOTA
WOODRIDGE PARK PLAYGROUND
MENK
cwOE•�*o
yS&
REMOVAL PLAN
REMOVEIXSTING TURF r1•� TOP COAT (BY OTHERS)
AND4'EXSTING TOPSOIL tpltAi'Yy
(FUTURE LANDSCAPING ^ SBR RASE LAYER, THIIXNESS VARIES
BY OTHERSI --- B.ASCO ON CRITICAL HEIGHT
SEE TABLE FOR DEPTHS (BY OTHERS)
I=I
III III III -I 4• CLASS S GRAVELBASE
TI III- (]00%CRUSHED)
Ju 1 II
J_',,1�1 L_� SUBGRADE PREPARATION
(INCIDENTAL)
4 PIP/IXISTING TURF ( FUTURE LANDSCAPING BY OTHERS)
*SEE.YDRAULIC MATRIX TYPE - HYDRAULIC MULCH
6• SELECT GRANULAR BORROW MODIFIED - SEE SPECIFICATIONS
36' CLEAR ROCK D' -1.5') W RAPPED IN MNDOTSPEG 3733
TYPE 1 GEOTEXTILE FABRIC
`, ROCK INFILTMAONTRENCH SECTION
POUREW N�PLACE DEPTHS
CRITICALHEIGHT
BACID"ll' HSALVAGEOTOPSOIIAND RESTORE TURF
S 4•
3.75'
5•
2'
6•
S X 32' (%RETE CURB
T
3•
Ir
35'
1.
WITH N0.4 REBAR REINFORCEMENT.
10'
4.5•
TROWEL FINISH TOP AND ROUND CORNERS
!TOPCOAT (BY OTHERS)
SBR BASE LAYER, THICKNESS VARIES
1�
TOPCOAT (BY OTHERS)
_ ,•�'�—GAS ED LE FOR
ti SEE TABLE FOP DEPTHS (BY OTHERS)
•
III III III 4•CUSSS GRAVELBASE(S00%CRUSHED)
,' ' III III IIIA
.' -SUB:GRADEPREPARATIONIINCIDENTAL)
6•CIAS55GRAVELBASE(1005KCRUSHED)
UNDER CONCRETE CURB
4• 4•
18'WASHED -�-
OUNDSAND
PLAYGROUND SAND
(BY OTHERS)
LA FABRIC':
(BYOTHERS)
..�
-III III -�
SBRBASE LAYER, THICKNESS VARIES
BASED ON CRITICAL HEIGHT
SEE TABLE FOR DEPTHS (BY OTHERS(
4'CIASSS GRAVELBASE(100%CRUSHED)
SUBGRADE PREPARATION (INCIDENTAL)
1
TURF/NflB/PIP
, \ PIP/PLAYGROUND SAND
REMOVEIXSTING TURF r1•� TOP COAT (BY OTHERS)
AND4'EXSTING TOPSOIL tpltAi'Yy
(FUTURE LANDSCAPING ^ SBR RASE LAYER, THIIXNESS VARIES
BY OTHERSI --- B.ASCO ON CRITICAL HEIGHT
SEE TABLE FOR DEPTHS (BY OTHERS)
I=I
III III III -I 4• CLASS S GRAVELBASE
TI III- (]00%CRUSHED)
Ju 1 II
J_',,1�1 L_� SUBGRADE PREPARATION
(INCIDENTAL)
4 PIP/IXISTING TURF ( FUTURE LANDSCAPING BY OTHERS)
*SEE.YDRAULIC MATRIX TYPE - HYDRAULIC MULCH
6• SELECT GRANULAR BORROW MODIFIED - SEE SPECIFICATIONS
36' CLEAR ROCK D' -1.5') W RAPPED IN MNDOTSPEG 3733
TYPE 1 GEOTEXTILE FABRIC
`, ROCK INFILTMAONTRENCH SECTION
POUREW N�PLACE DEPTHS
CRITICALHEIGHT
TOTALPIPDEPTH
S 4•
3.75'
5•
2'
6•
25'
T
3•
Ir
35'
1.
4•
10'
4.5•
BITUMINOUS TRAIL OR
CONCRETE PAVEMENT
SAWCUT EXISTING BITUMINOUSTRAILTO
CREATE VERTICAL FACE PRIOR TO PLACING
PIP MATERIAL
--;' TOP COAT (BY OTHERS)
�- SBR BASE LAYER, THICKNESSVARIES
BASED ON CRITICAL HEIGHT
SEETABLE FOR DEPTHS(BY OTHERS)
4 LASS 5 GRAVEL BASE (100% CRUSHED)
�- SUBGRADE PREPARATION (INCIDENTAL)
3 BITUMINOUSTRAIL OR CONCRETE PAVEMENT/PIP
1.
2-•---% rT, (TYP)[-
25' TYPE SP95 WEARING COURSE MIXTURE (2,B) ISPW EA240B]
6' CLASSS GRAVEL RASE (100Y.CRUSHED)
( �. ` BITUMINOIb PATHWAY
l�..
MJB OF COTTAGE GROVE, MINNESOTA
SOTA wenCITYBOLTON ossrouWOODRIDGE PARK PLAYGROUND
�%C1.0
1& MENKw.oi..�... TYPICAL SECTIONS
..
61,74i I Jr
Y
Y
EROSION CONTROL LEGEND
Mss
MACHINE SLICED SILT FENCE '..
- IF -
HAND INSTALLEDSILT FENCE
pq -
PREASSEMBLED SILT FENCE
so -
SUPER DUTY SILT FENCE
�mme
TURBIDITY BARRIER
'
RIP RAP
®
INLET PROTECTION
DITCH CHECK-BIOLOG
tb
DITCH CHECK - ROCK
/,t0
CULVERT/ PIPE PROTECTION
TEM PORARY SEDIM ENT
l.�
BASIN W/ PIPE DRAIN
TEM PORARY SEDIM ENT TRAP
y}�{••j
JJ II
DIVERSION ANO PIPE DRAIN
SANDBAGS
CONCENTRATED SURFACE FLOW
®
CONCRETE WASHOUT
SEED & BLANKET
'�' ' +: + ' '
TEMPORARY MULCH
MULCH
I'
SEED & HYDROMULCH
'•' ' '-'-�-' '-' ' '
SOD
TURF REIN FORCEMENT
MAT
v V V V V o v
V V V V V V V V
OTHER APPROVED BEST
MANAGEMENT PRACBCE(BMP)
CONSTRUCTION ENTRANCE / EXIT
NOTE:
SALVAGE AND REUSE EXISTING TOPSOIL FORALL
DISTURBED AREAS
2,
SEED SHALL BE MNDOT SEED MIXTURE 25-151.
2135—f-ROADDE—T,sul eII Mme% CITY OF COTTAGE GROVE, MINNESOTA wF
O&MENK
BOLTON MgNf-'Dl,,;,o:s;sp„LD9 q� cz.os
m.n:M.pl.w°°EE+ep4D°.m°Dwm Me WOODRIDGEPARKPIAVGROUND
mlcHgcu eoo� ...e°uo°.mpDe�pm EROSION CONTROL PLAN
?SF 30
ear'.
Ira ti ......I�.:
NOTES: ■
T. SiflIP ANDOF SALVAGLVAGE ED TOPS TOPSOILACROSSSITE
2. PIACE 6* OF SALVAGED TOPSOIL ON DISTURBED TURF. i r � �"- _ � � �• _�
3. RESTORE DISTURBED AREAS AS SHOWN ON SHEETC2.01.
4. EXCE55TOPSOILTO BE HAULED OFFSITE
5. CONTOURS DEPICT FINISH GRADES. CONSTRUCT PLAYGROUND AREATO TOP -
OF GRAVEL BASE PER HOLD DOWNS ON SHEET OdL SUPPLEMENT F.F.=816.a , f
ly SUBGRADESOILSWRH MNDOT SELECT GRANULAR BORROW (3149.28) d1HA] X817
(NI4 .:H7
WHERE EMBANKMENT IS NEEDED. (MST'Hr 9T nl 'r-=B18�S r -
81 .+E' '—.., / � 819 \•ll \
(IA Thr MATCH EXISTING
` I 3(. I PAVILION SHELTER t
MrTTIiI
Iunrcnl ..4 _ _ 1 ',.___.-
/
tl
81590
/'
MATCH
STING
BITUMINOUSTRAILITY'P)
814.85
-PROTECT
IXISTlNG
LIGHT FOLEIUNCR`^ l' 2
l
t cZ r r 814.75
al .; ar �• Ij \ �r 1.:� \ \ n ,%/// WJTH 3# DDE SLOPESEEP V.CH--
BEHIND PLAY AREA MP)
r _
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1 i 1
81 s0 '!
A X
L.P.4.OD
V � .. / p \
l t EDGE OF FUTURE \I
I j u
f
• PLAYGROUND � r
-tVATCHI / \\
r
;( 815.26 _ �\ f � \_ GRADING UMITS
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CITY OF COTTAGE GROVE, MINNEOTABOLTONIF57ro1Hf WOODRIDGE PARK PLAYGROUND Cw3EE.T0
1 W0®&MENK GRADING PLAN
M�
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JJ �lJ , JJ JJ JJ J / // / J JJ
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JJ JJJ JJ J JJ 'J J \/ JJ J J J Jam/ -J
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JJ JJJ JJ JJJ JJJ,JJJ_�J/ JJJ"J'jJ JJJ JJJ :..
JJ tJ�- J J ,J -J-1
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CITY OF COTTAGE GROVE, MINNESOTA
FEET BOLTON Pnm,. )csnpo<ss>n WOODRIDGE PARKPIAYGROUND sneEr
& MENK EmnkMepicnm®b°Itonmmkaom m C3.o2
�m u� oo �� °m m sU u a s PvolnolP www.bdi°m mksom HOLD DOWN DEPTHS
1)LANDSCAPED AREA)
NA
4'LANDSCAPING
NA
4'
_
j/
S4'
M5* PIP
HOLD DOWN DEPTHS
5.75`
- —
3
AREA
CRITICAL HEIGHT
MATEREALBYOTHERS
THIS CONTRACT
TOTAL HOLD DOWN -
CITY OF COTTAGE GROVE, MINNESOTA
FEET BOLTON Pnm,. )csnpo<ss>n WOODRIDGE PARKPIAYGROUND sneEr
& MENK EmnkMepicnm®b°Itonmmkaom m C3.o2
�m u� oo �� °m m sU u a s PvolnolP www.bdi°m mksom HOLD DOWN DEPTHS
1)LANDSCAPED AREA)
NA
4'LANDSCAPING
NA
4'
_
2
S4'
M5* PIP
4'CLASS 5
5.75`
- —
3
6'
2.5'PIP
4'CLASS S
6.5'
4
8'
3.S PIP
4'CLASS S
7.5'
5
8'
4 PIP
4' CLASS 5
8'
10'
4.Y PIP
4' CLASS 5
B.S.
])SAND AREA)
NA
I IB'PLAYGROUNDSAND
NA
18'
CITY OF COTTAGE GROVE, MINNESOTA
FEET BOLTON Pnm,. )csnpo<ss>n WOODRIDGE PARKPIAYGROUND sneEr
& MENK EmnkMepicnm®b°Itonmmkaom m C3.o2
�m u� oo �� °m m sU u a s PvolnolP www.bdi°m mksom HOLD DOWN DEPTHS
I
r _
,I
4
n.D1 ii
a3o1
PROTECT EXISTING
% CONDUITAND WIRE
% 3
CORdOJT EXISTING STRUCTURE AND /
_ CONNECf4' HDPE DRAINTILE ,
�_ _1INV=807.5j.
' ADJUST EXISTING CATCH BASIN MI
i
i
j
r x
rux v.mw va mvnm ••••^ svEn
m lo9scouNnRowPwT,sulTEa CITY OF COTTAGE GROVE, MINNESOTA
HORz ® �,M�..0 BOLTON
:GLL FEET 4..0 •�T, M� PM1oncP(e9171>oe 99T0991of ° me al( C&01
/I & M E N K WOODRIOGE PARK
Miaxu. wEa Em.k Maplawvotl@boltammankcam MIa
_ ,,,, ,,,,,,,,,, rmr.boltammmk.com .,.., SITE PLAN - BASE BID
CONSTRUCf8 WIDE ROCK
INFILTRATID N TRENCH PER-
aI
DETAII 5/n.01 -
-- ``
FUTURE LANDSCAPING
NOTE:
(BY OTHERS)
SASE BID OMITS CLASS 5 GRAVEL BASE,
AND FUTURE POURED -IN PIACE
F�
MATERIAL IN HATCHEDAREA.
`� k
CONSTRUCT TODESIGNSUBGRAOE
ELEVATIONS PER SHEET 63.02 AND'
- I
4'PEfl�ORATED HOPE /
PLACE 6' SALVAGED TOPSOIL TO FINISH
DRAINTiLE 1.C
.25%WITH I%
GRADE. RESTORE WRH MNDOTSEEO
LARKNR S-.
CIRCUSOCK
MIXTURE 25-151 AN D HYDROMULCH.
(IW -810.0)
r x
rux v.mw va mvnm ••••^ svEn
m lo9scouNnRowPwT,sulTEa CITY OF COTTAGE GROVE, MINNESOTA
HORz ® �,M�..0 BOLTON
:GLL FEET 4..0 •�T, M� PM1oncP(e9171>oe 99T0991of ° me al( C&01
/I & M E N K WOODRIOGE PARK
Miaxu. wEa Em.k Maplawvotl@boltammankcam MIa
_ ,,,, ,,,,,,,,,, rmr.boltammmk.com .,.., SITE PLAN - BASE BID
BOULDER INSTALLATION
PRIORTOCLASS5AND
I—CONSTRUCT B'WIDE ROCK CONCRETE CURB (BY OTHERS)
7
i
I
CORiCUT EXISTING STRUCTURE AND
-"^--- FONNECf4 HOPE DRAINTILE
ADJUST EXISTING CATCH 8451N fv1ANIi0LE -
-
BOLTON �M°PLtw opMiNr°Esoi'ssloi MPK CITY OF COTTAGE GROVE, MINNESOTA sHen
sPAlc FELT �.r 0 ° ® vnoo: Lcsn)To<ssoo o WOODRIDGE PARK PLAYGROUND 06.02
L19°�a71 _ °3,°Lno„ & M E N K im.itM.PI¢.Eu°Ion °�k. om°w°.m n M,e
SITE PLAN -ALTERNATE 1
-��
FUTURE LANDSCAPING
NOTE:
1, }
MOTHERS) _
TS. ALTER NATEOMR5CLASS56RAVEL
BASEANDFUTURE POURED-INPLACE
I
7=
, -
MATERIAL IN HATCHED AREA.
CONSTRUCTTO DESIGN SUBGRADE
ELEVATIONS PER SHEET C102 AND
4 D HL) PE
PlA[E B- SALVAGED TOPSOILTOFINISH
DRAIN TIL��1.25Y. WfTH
CIBCULA KNfT SOCK
Y
GRADE. RESTORE W IT" MNDOTSEED
Wm
) 80.0
MIXMRE25-151AND HYDROMULCH.
BOLTON �M°PLtw opMiNr°Esoi'ssloi MPK CITY OF COTTAGE GROVE, MINNESOTA sHen
sPAlc FELT �.r 0 ° ® vnoo: Lcsn)To<ssoo o WOODRIDGE PARK PLAYGROUND 06.02
L19°�a71 _ °3,°Lno„ & M E N K im.itM.PI¢.Eu°Ion °�k. om°w°.m n M,e
SITE PLAN -ALTERNATE 1
n.ol
I
_.I T a_01 ....��.�..
BOULDER INSTALLATION /
i PRIOR TO CQ%SS5 AND
CONSTRUCT@WIDE / - CONSTRUCT@WIDE ROCK CONCRETE CURB (BY OTHERS(
INFILTRATIONTRENCH PER 2
OUST AIL PE / ``` 4 DETAILS/n.01 tl.o1
B17UMINOIfi TRAIL PER / tlol
t^.
t
CONCRETE CURB [TY'P)
PROTECT EXISTING
S
/ CONDUITANDWIRE
/ LEGEND
' / { FUTURE LAN �PING
/ ARTIFICIAL -RF - (BY OTHERS)
COMPETE EXISTING STRUCTURE AND / PLAYGROUND SAND 4'PERFORATED HOPE
,CONNECT4HDPE D MILE DRAIN TILE ®115%WITH
}
'–iLNIE.'�i51 LANDSCAPING CIRCULAR KNIT SOCK /
ADIUSTEKISTING CATCH BASIN—NHOVE a- �'_ (1
w.830.0)
4R!.. 3.2)
/ r
\ y
ixum ¢¢nrxu�wrux.xr®wnxx.w ummw ovum xxwv
How"® x.ox xp¢�x�N¢rxY°"'TM's'x^"rwx.�.m
PIFPWba0n0m0(,sMslIN7ioa999a
CITY OF COTTAGE GROVE, MINN
ESOTABOLTON 5-u—R—WOODRIDGEPARK PLAYGROUND
FEET *lpC�6.*0
3& MENK SITE PLAN - ALTERNATE 2
STEEL mm TT-0OSP,
Li GMK:E METALSTAMESPER
MINIMUM 5 mNGC
MaxD11A1 SPACING.
ATFA
VIRN MINLNUM3IIP TE6
OMEAC
uslNc x-xoD COMMON NNLS
N N
(50 m TT6[LE) PER PoSf
�— MONOFILAMENT GEOTDOILE
IN TOP 8" OF FABRIC.
1�
MONOFILAMENT GEOTD LLE
3—L ---SLICED).
AWITONAL&II'OFFAWU
FABRIC PER MNDOT TABLE
-�•+
3BB6-I (MAOBNE SLICED).
POST NOTCHES
To FCE AWA
MACHINE GLACE
FROM FABRIC
FROM FABRIC
Ir-12"DEPM(PLUS 6 -FLAP)
TRENCH MUST DE COMPACTED BY
'ti.,,.,.+""'•'aa
LIGHTEQUIPMENT TnIO0.To
PUCCMCNr or sTm POSTS.
FInW
9TPECRON
COTTAGE GROVE, MINNESOTA
(
31 "MINIMUM
. .
POST EM
N2L€
HEAWDSRT PENCE
INSTALLATIONININSTALLATIONW
ON METHODS SXID BE USED
WHEN DIRECTED BYTHE
CfiY.
STANDARD DETAILS
,tea•`..
MACHNNE SLICED SILT"a
MN IPM
® StanteC
COTTAGE GROVE, MINNESOTA
ERai J
NEENAM R-3067-VBGTDM BASIN
ERAMEANDGRATE. SHALLBE
MRNISHm WITH NRB INLET COI(
AND 3" DTA FRONT FACE AND I•
f /� MAXIMUM OPENBJG.
HIGH
YYY / AD)USTNETY POLYETHYLENE (HDPE] Of., MERT0.INGS.MIFAE-TH.
�`" �j I SHALL BE WRAM'EDPR LAND MAE
• /� SYSTEM AS SPECMm. CONCRETE
OOLWt REQUIRED AROUND
FABRIC ON ALL CATCH BA581S
_ _ •r ACONCRETENLLA0.SMALLBE
' GIN WSBi SLRUCIVHE WII H ;' FUCED AROUND FILTER FABRIC ON
T0PEABOIl'X3 BOL AILSTORMSONERSTA-RE;
WOVm FILTER FABNC /� NEENAH RIM28 MANHOLE FRAME
/ ANDOWS. SFWL BEFURNLLSA
✓/ STMICON ARYSENNWED Pla ORAND
STAMP. "AfITMYSEWER"OR
"STORM SEEDER'.
NIGH DENSX', MARY POLYE8M8iE
(HDPE) TDTHEX OFI ,
HIM. O—DEF
_ GSTNo,ANDEACH OTHER BY
AFFRovEOSEALANT. YAJ@
FILTERPABRICTNEN
E
MmAROUNDMER(TRE
SYSTEM AS SPECIFIED.
REQUIRED AROUND
•. �� MAN..
STORM SCWQI
\------ __ - i MANMOLE SNLLKlllRE4
MANHO(E STRUCTURE WTRL
TOP SLAB OR CONE SECNOH
Colbge STANDARD DETAILS
C'� GTOMBSENANO tMNNOE lw laN
"..�r•'r�+n• ADlU6TMENT
'.. ®SiantCC COTTAGE GROVE, MINNESOTA STR-29
ANCHOR TIUNoi (SEE DETAIL
AND NOTES BELOW)
OVERUPENDIDINTS
MINIMUM OF 6" AND STAPLE
OVDBAP AT LS INTERVALS.
STAPLE DENSITY SHALL HE A
MINIRII OF 3 U -SHAPED W. mNGiTUDINN. x)INIS
Li GMK:E METALSTAMESPER
MINIMUM OF 6"
SWAPEYARD (MLR MAY VARY AS
OMEAC
uslNc x-xoD COMMON NNLS
N N
DI0.FCT0 BY THF CT').
�— MONOFILAMENT GEOTDOILE
L. tNGWTREHN
I.DIG6"X6'TI
1�
TR
1. UY TIN TRENCH
3—L ---SLICED).
AWITONAL&II'OFFAWU
3. LE AT
STAPLE AT 1S INTERVALS
9. BAIXNLL WITH NATxAL YIAAND CWPKT
-�•+
s. eUNI N N SMALL NOT EXCEED IBI
' 6.) t ..
VI(TIIOUTANANCM00. TRENDL
r
Glint STANDARD DETAILS wPrmN.
'ti.,,.,.+""'•'aa
EROSION CONTROL BUNID:T
INSTALLATION
I11 IBM
-
® Sia-ntL-c
COTTAGE GROVE, MINNESOTA
ERtrs
9 -N MDRQOMAL
O��INiOIE
PRE,�WRANAD��mETO
HRN0.DNFORONG BILKS
LUMINAIRE BALLAST SPACED 18" APART
OHM
CONNECTION WG R
INLINE EMF0 m BARS
FUSING (G) BASE "GNL FULL OEPM
TOPOPiGHNS READY MIXED MIN.
3. OF BASE BL
A GRAC R 9 R
GRO,H,DLE,EL ENTRAINED
NTRC
Ef
BOLT DIAMETER B
A RCIONEA
RECOMMENDED BY
MANUFACruP
CONDUIT
BOLTS A a A.• v
X IS'O'
ROUND ROD
Ro scAlt
G eDyRe STANDARD DETAILS I urrwmm I
CONIXETING STANDARDS AI U
"+..nr....^^'���+• LIGHTING STANDARDS
® SYaiItCC ,..,.rc
COTTAGE GROVE, MINNESOTA (GT -25
Vt000EHUM SHALLBE rxrNOo,ONTAL
MEMBERS CONRNUOl6
NAILED SEN RELY TOME
POSTMEMRERTOSENPE
BOTTOM.
FAWNED TO M
FASTENED D ST
FILTER FABWC
OMEAC
uslNc x-xoD COMMON NNLS
N N
T)(rx2SLONG
�— MONOFILAMENT GEOTDOILE
WOOD POSTS 8
FABRICASPERMNDOTTABE
REQ'D.
3—L ---SLICED).
AWITONAL&II'OFFAWU
P AT BOTTDM OF BOx
FTIZ
I Vr WASHED
Roo(P DEED• x
I WIDE
NOTES:
CONIWCTOIt SHALL CONSTRUCT SILT BO%TO FST
AROUND THF INIFT STRUC FWITH 6"MINIMUM
OEARANCE TO mGE6 OF STF,,mRE SRT BOK
TO BE PLACED ON AN EVEN SURFACE 6" BELOW
STRUCTURE OPENING TDPOF SILT BOX TO
EXTEND 18" MINIMUM ABOVE ENBSTNGOAOE.
G� STANDARD DETAILS
\x� INLET PRo ECRON 9IT BDx AW mU�
%n+r"^•" - I m C,STIND wrrPmvnl
® 51aflY.C+t 1 COTTAGE GROVE, MINNESOTA ERtr3O
UNDIS —VEGETATION II
TRACKED EQUIPMENT
TREADSGFATE G0.0DVE5 �~'
PERPENDICUUATOSLOPE
OPFSVVTTI A GPAce EQUALTO @T STEEPER TiM13:L
ORADUA THAN 3RADEIG.ELOPES WRHAGRADE MORE
GTAWKTIM E RODS EAOPETRKIONG 11 THE
STABIUSATON METHOD IS EROSION CONTROL. BIAW(ET OR
IIYDROIO.O1.
Gge STANDARD DETAILSIwnun
jn(��-�„� SIOPEiMCKINC
® St2I1tEC COTTAGE GROVE, MINNESOTA IZ13
b STwgmF .A.Lmarnc
BOLTON 6AP.-Tr,.lNNo r,suDlB .w B"x CITY OF COTTAGE GROVE, MINNESOTA wIR
wrtvonN[wixm ineuTMuwOrTx[rtAnarn+nxmmw ... ".000,MINN[SOTA 55109 Ax WOODRIDGE PARK PLAYGROUND
PNj_51)Tu1.9nB C8.01
& MEN K Em.I M i'boeaPbmmP.m.m..Om ” " MIB STANDARD DETAILS
eomnsueA,irc AiT,AIMMaxm.so MIWKLA BOIX naUn,nmi www.bOltan+nmk.cam ono.
UNDERNEATH EXISTING
BITUMINOUS., I \
KEY NOTES:
L CONNECT 2' NMC FROM EXISTING HHTO BIWITH:
3-1/02
2.1/C86(CONTROL)
2. CONNECT 2' NMC FROM EXISTING HH TO B2 T083 WITH:
2.1/C86
1-1/C#6 INS. GR.
NOTES:
1. THIS PLAN SPECIFIES CONDUIT SIZE, TYPE, AND GENERAL LOCATIONS
THE EXACT LOCATION WILL BE DETERMINED IN THE FIELD.
2,
ALL CONDUIT SHALL BE 2' N MCSCHEDULE 80 UNLESS OTHERWISE
NOTED, AS SHOWN IN THE PLAN.
3. EXISTING LIGHTING UNITS TO REMAIN IN PLACE
4. THECONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
CONNECTION OF THE POWER FOR THE LIGHTING SYSTEM.
S. ADDITIONAL LOCATIONS OF CONDUITAND WI0.ING NOT IDENTIFIED
MAY BE REQUIRED AS DIRECTED BY ENGINEER ADDITIONAL CONDUIT
AND W IAING ADDED TO THE CONTRACT W ILL BE PAID FOR AT
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BOLTON
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LEGEND
LIGHTINGUNIT,TYPESPECIALL
CO WRACT UNIT PRICE REGARDLESS OF QUANTITY ADDED AND METHOD
OF PLACEMENT REQUIRED.
_
1
125 0HMS OR LESS)
4
2' NON-METALLIC CONDUIT
6. EVERIFY ALL EXISTING WIRE SIZES.
(UNLESS OTHERWISE NOTED)
S
]. SEE SHEET 08.01 FOR LIGHTING DETAILS
8 ALLCONTRENCHEDRWISE NOTED.
SECIALPROVISIONSFORADITLONALDETAIS
l^
SA10. TGOPHLLRETHECONRACTORS RESPONSIBILITY TO UTILIZE THE
._ ._ter �.
� •_
ER ONE CALL EXCAVATION NOTICE SYSTEM FOR ALL UTILITY
LOCATIONS
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LEGEND
LIGHTINGUNIT,TYPESPECIALL
PERMANENTGROUND ROD
1
125 0HMS OR LESS)
2' NON-METALLIC CONDUIT
(UNLESS OTHERWISE NOTED)
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FEED POINT
WOODRIDGE PARK ELECTRICAL
6 CIRCUIT
SERVICE CABINET (IN BUILDING)
IAK
120/240 VOLT
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ADDITIONAL DETAILS
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PROPOSED LIGHT SYSTEM
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