HomeMy WebLinkAbout2001-civil plansL-
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(D 2001 John Oliver & Associates, Inc.
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SERV
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VE PLUG & CONNECT
WA ER SERVICE w/
1/4°BEND
ECT T EX. SAN.
EL.=1007.7± (FIELD VERIFY)
0
Call 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651-454-0002
MN. Toll Free 1-800-252-1166
SITE REMOVAL NOTES
• BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO
A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE.
• CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND
OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED
TO AN EXISTING EXPANSION OR CONTRACTION JOINT.
SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL.
• ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF
THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL
BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL
APPLICABLE REGULATIONS.
SANITARY SEWER NOTES
• CONSTRUCTION IS TO WITHIN 5 FEET OF THE
PROPOSED BUILDING.
• ALL SANITARY SEWER CONSTRUCTION IS IN
ACCORDANCE WITH THE CITY OF LAKEVILLE
SPECIFICATIONS.
WATER M AI N NOTES
• WATER MAIN IS DUCTILE IRON PIPE, CLASS
52. INSTALL WITH 7.5 FEET OF COVER.
• CONSTRUCTION IS TO WITHIN 5 FEET OF THE
PROPOSE BUILDING.
• ALL WATER MAIN CONSTRUCTION IS IN ACCORDANCE
WITH THE CITY OF LAKEVILLE
SPECIFICATIONS.
LEGEND
PROPOSED
0 A
H
-INISHED GRADE
EXISTING
RIGHT-OF-WAY LINE
PROPERTY LINE
Iv
CURB LINE
---1_ 0
SANITARY SEWER/
MANHOLE
q)
WATER MAIN
FIRE HYDRANT
i =
I _
Rim
1012.81
INV.
1004.00
1004.00J
)
INV.
INV.
995.00
INV.
992.33(E,
)
— D
o
VE PLUG & CONNECT
WA ER SERVICE w/
1/4°BEND
ECT T EX. SAN.
EL.=1007.7± (FIELD VERIFY)
0
Call 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651-454-0002
MN. Toll Free 1-800-252-1166
SITE REMOVAL NOTES
• BITUMINOUS PAVEMENT REMOVALS ARE TO BE MADE TO
A VERTICAL SAW CUT OR TO A NEAT MILLED EDGE.
• CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER AND
OTHER POURED CONCRETE ITEMS ARE TO BE REMOVED
TO AN EXISTING EXPANSION OR CONTRACTION JOINT.
SAW CUT AS NECESSARY FOR A NEAT EDGE OF REMOVAL.
• ALL REMOVAL ITEMS SHALL BECOME THE PROPERTY OF
THE CONTRACTOR UNLESS SPECIFIED OTHERWISE AND SHALL
BE DISPOSED OF OFF-SITE IN A MANNER MEETING ALL
APPLICABLE REGULATIONS.
SANITARY SEWER NOTES
• CONSTRUCTION IS TO WITHIN 5 FEET OF THE
PROPOSED BUILDING.
• ALL SANITARY SEWER CONSTRUCTION IS IN
ACCORDANCE WITH THE CITY OF LAKEVILLE
SPECIFICATIONS.
WATER M AI N NOTES
• WATER MAIN IS DUCTILE IRON PIPE, CLASS
52. INSTALL WITH 7.5 FEET OF COVER.
• CONSTRUCTION IS TO WITHIN 5 FEET OF THE
PROPOSE BUILDING.
• ALL WATER MAIN CONSTRUCTION IS IN ACCORDANCE
WITH THE CITY OF LAKEVILLE
SPECIFICATIONS.
LEGEND
PROPOSED
0 A
H
-INISHED GRADE
EXISTING
1 1/2" BIT. WEARING COURSE,
OnDOT SPEC. 2331, TYPE 41
3-1/2" BIT. BINDER COURSE,
OnDOT SPEC. 2331, TYPE 31
3" AGG. BASE, CLASS 5
;100% CRUSHED) MnDOT SPEC 2211
Z4" SELECT GRANULAR BORROW
REPLACEMENT SECTION FOR KENYON AVE.
N.T.S.
BENCHMARK
TNH 150'± EASTERLY OF THE R.R
TRACKS ON THE NORTH SIDE OF 172ND
ST. - EL.=1007.46
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p 2001 John Oliver & Associates, Inc.
Existing o
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AND ED TING SLOPE CASTING �8 G � \. \ zo.62 .44
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AND
CATION MEI Y AFT T \ IE � Q17.29 ( S 0 i OP SED
_ \ \ Lot 2 i�Q� I SILT FENCE
INSTALL A ION I CO LE \ IE.-fbX.79 \ 1 .00� LA\ TURF RES ORA N IS EE G \ \� 0.65 / TC 21.33(TYP.)
IN ACCORD ITH DO 8 6, - P I 0 c� \ BL G FL 20.83 � �
SEED IS MI TU OA A 501 . \ \ / Tc 20.90 2.00% 20. (p) I p
PER ACRE. '.t- 0 \ 1 1 0\ 21.35(p) // FFE �02I35 FL 20.90 4. % N
1 92 ■ 21.35(p x T
~' � soy z101 fi0P EL 1020 0 S.00%
o\ \ * 21.1 - BOT. EL. 1016.0 Tc 21.33 $
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I FL 20.83 P) 1 .91
0 60�-1.5" RC
I\ �\\ CL. V R� 22. 8% 10'-4" PERFORATED 000
/
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voo? SUBDRAIN w/SOCK
MODULAR BLOC�I�-'� \ BOT. EL. 1010.0 TO EL. 1020.0 '
AINING WALL .B5 x OT. EL. 1016.0
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$ \ / \\\ PROPOSED
L_�,SILT FENCE - - \ PROPOSED -
100d UTAINfl9T_WA
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k,T LAND �- 1006----
1008
006 1008 r i
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1012
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Ido 10Ak CB 102 (2'x3')
CASTING R-3067DL
RE.=1014.98
O IE.=1012.98 (4" SUB -DRAIN)
IE.=1009.50
32'-1 RCP
T CL. V®3.41%
END WALL
EL. 1013.0 I
as as
DD DD DD DD -�
I CONSTR. MH ON EX. 24" RCP
STMH 101 (48")
CASTING R-1642
RE.=1012.80
IE.=1008.41 (NW)
IE.=1004.41 E,W)
` c stk
Call 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651-454-0002
MN. Toll Free 1-800-252-1166
z C�6 C�;
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QQ Q�
SITE GRADING & EROSION CONTROL NOTES 00
o QQ00
<Z
• INSTAL- EROSION CONTROL MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. Cr w Ln w Cn=
MAINTA!N EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHENQ U U z F Q
TURF HAS BEEN ESTABLISHED. w �
mM:E0
LLJ
• CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ON-SITE w o 0 0 0 ~
TOPSOIL TO PROVIDE A UNIFORM THICKNESS ON ALL DISTURBED AREAS w w U w v
TO BE SODDED OR SEEDED. V' U) O
J»w »
w�ww
• GRADES SHOWN ARE FINISHED GRADES. LY- 0:� U 0:� 11�
00- -
• UNDER PAVEMENTS COMPACT THE UPPER THREE FEET OF SUBGRADE 000-00
TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT a, �O Ao 0
AND 95% STANDARD PROCTOR DENSITY BELOW THE UPPER THREE FEET o -- r N LnN N
OF SUBGRADE. OUTSIDE OF PAVEMENT AREAS COMPACT EMBANKMENTS � rn � 9 (0 r*-
TO 95,54 STANDARD PROCTOR DENSITY.
WU r NM�t�cD
• SEE LANDSCAPE PLAN FOR TURF RESTORATION REQUIREMENTS. Cr 7-
0
O Cr) U < o 0
U cn cn �
CD
STREET & PAVEMENT NOTES m a
CD
ACONSTRUCTION IS IN ACCORDANCE WITH THE U
ALL • m N
APPROPRIATE SECTIONS OF THE MNDOT SPECIFICATIONS.
• COMPACT AGGREGATE BASE TO 100% STANDARD PROCTOR
DENSITY AT OPTIMUM MOISTURE CONTENT.
M
• COMPACT BITUMINOUS COURSES IN ACCORDANCE WITH m m o
THE SPECIFIED DENSITY METHOD. z w o
U Z � Z
• U
JOINT SEALING IS NOT REQUIRED FOR CONCRETE SIDEWALKS
AND CURB AND GUTTER. x
Fw- (/) Q w C.. J
� D D U � H L_
SEE ARCHITECTURAL PLANS FOR SIDEWALK AROUND BUILDING.
ALL CURB & GUTTER SHALL BE B612. T
3� L� Q0
m
2 E p N
LEGEND
U) Q, p LU (n O
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N
PROPOSED EXISTING v L .p
°=� U o
- - - - ®- RIGHT-OF-WAY LINE ,, ° a'
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- - PROPERTY LINE
CURB LINE>1_0o
0-- 4.4 �- ac-----® CATCH BASIN/STORM
SEWER/MANHOLE Q) Q) -u a,
FLARED END SEC110N
W/RIPRAP
TOPOGRAPHICAL C ,'
CONTOUR LINE a CD
1.0% DIRECTION OF Q °'
DRAINAGE/SLOPE
SILT FENCE/
DIVERSIONARY DIKE
r Mas
x 21.51 TOP OF CURB ELEVATION °� 2
x 21.51 (P) TOP OF CONCRETE OR BIT. Its .
to
PAVEMENT ELEVATION § ::1 C:� ; M
x 21.51 (c) TOP OF GROUND SURFACE L• ••
ELEVATION ,,
Tc 21.51 TOP. OF CURB ELEVATION ao q ,,
(FL) 21.01 FLOWLINE OF CURB ELEVATION CO c
w ka C\z 9z)
SHED GRADE
/2" BIT. WEARING COURSE,
)OT SPEC. 2331, TYPE 41
BIT. BINDER COURSE,
)OT SPEC. 2331, TYPE 31
AGG. BASE, CLASS 5
(1007. CRUSHED) MnDOT SPEC 2211
PARKING LOT PAVING SECTION
N.T.S.
BENCHMARK
TNH 150'± EASTERLY OF THE R.R
TRACKS ON THE NORTH SIDE OF 172ND
ST. - EL.=1007.46
Z
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2.45 W
20.40 . 1
23,06(p) p`L 10'-4" P ORATED T 20. o 2
\ �S R w/SOCK I W
\ \ \ \ TC 21.35 TC 21.3
\ \ FL 20.85 FL 2r
• \\ \ \ M ��-✓��"' 2084. 0% 1.3
.70496 20.20
e, q)
N O co , j \ \ 20.8 x2 5(g) 21.00( 9r 00(p) rl 20.15 10 I c
INSTA L D FI ER BLAN T CB 1'0\4(.2'x \ 19.3 C ;
AND ED TING SLOPE CASTING �8 G � \. \ zo.62 .44
D!STUR TORM S R NSTAL- RE.�101,9 \ _ 1016 -
AND
CATION MEI Y AFT T \ IE � Q17.29 ( S 0 i OP SED
_ \ \ Lot 2 i�Q� I SILT FENCE
INSTALL A ION I CO LE \ IE.-fbX.79 \ 1 .00� LA\ TURF RES ORA N IS EE G \ \� 0.65 / TC 21.33(TYP.)
IN ACCORD ITH DO 8 6, - P I 0 c� \ BL G FL 20.83 � �
SEED IS MI TU OA A 501 . \ \ / Tc 20.90 2.00% 20. (p) I p
PER ACRE. '.t- 0 \ 1 1 0\ 21.35(p) // FFE �02I35 FL 20.90 4. % N
1 92 ■ 21.35(p x T
~' � soy z101 fi0P EL 1020 0 S.00%
o\ \ * 21.1 - BOT. EL. 1016.0 Tc 21.33 $
. B L. 1 1 4 20.4
I FL 20.83 P) 1 .91
0 60�-1.5" RC
I\ �\\ CL. V R� 22. 8% 10'-4" PERFORATED 000
/
i.
.._� PROPOSED , ; , u l .1020.0
voo? SUBDRAIN w/SOCK
MODULAR BLOC�I�-'� \ BOT. EL. 1010.0 TO EL. 1020.0 '
AINING WALL .B5 x OT. EL. 1016.0
z / s
x 0 16.00(8
` t+
.rte \\ C3 0 C3 C3 E 0 018 _
pe \ • . F.E.S. 103 � , � �
\ x`;1\15" RC APRO �A G Ex. CB ts.00(g) g
RE. --1013.28 w/, ��rrN6R U `-= POND \
\ • ' "- �`�APR�C-� � ' ".' ��11ft.� NO?�2.00 ' OP L� 01 0 14716� 1��@L961016.0 0�
\\ \ \ FA r& TRASH ' .=1004.50 10.1`• 1014 15.4
BO . 17.42 ,s.,
(36leRD. 1012 EN - 6.28 •
\ IE.=10Q .00\
\°\ � Ks a
�i°cp �- •Y �`*� ��\`I .= oo .4 1 O08 aa08 RE.=1 8 TOP EL. 101 as
o \` CREEK -�• L\ \ \ m / .=1001.63
yTOP
$ \ / \\\ PROPOSED
L_�,SILT FENCE - - \ PROPOSED -
100d UTAINfl9T_WA
\ S89 °03'27"E 249.10
1002
y 4- � � � 1004 _ -
k,T LAND �- 1006----
1008
006 1008 r i
-1010 - -
1012
� i ir s
I
Ido 10Ak CB 102 (2'x3')
CASTING R-3067DL
RE.=1014.98
O IE.=1012.98 (4" SUB -DRAIN)
IE.=1009.50
32'-1 RCP
T CL. V®3.41%
END WALL
EL. 1013.0 I
as as
DD DD DD DD -�
I CONSTR. MH ON EX. 24" RCP
STMH 101 (48")
CASTING R-1642
RE.=1012.80
IE.=1008.41 (NW)
IE.=1004.41 E,W)
` c stk
Call 48 Hours before digging
GOPHER STATE ONE CALL
Twin Cities Area 651-454-0002
MN. Toll Free 1-800-252-1166
z C�6 C�;
o I
QQ Q�
SITE GRADING & EROSION CONTROL NOTES 00
o QQ00
<Z
• INSTAL- EROSION CONTROL MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. Cr w Ln w Cn=
MAINTA!N EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHENQ U U z F Q
TURF HAS BEEN ESTABLISHED. w �
mM:E0
LLJ
• CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD EXISTING ON-SITE w o 0 0 0 ~
TOPSOIL TO PROVIDE A UNIFORM THICKNESS ON ALL DISTURBED AREAS w w U w v
TO BE SODDED OR SEEDED. V' U) O
J»w »
w�ww
• GRADES SHOWN ARE FINISHED GRADES. LY- 0:� U 0:� 11�
00- -
• UNDER PAVEMENTS COMPACT THE UPPER THREE FEET OF SUBGRADE 000-00
TO 100% STANDARD PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT a, �O Ao 0
AND 95% STANDARD PROCTOR DENSITY BELOW THE UPPER THREE FEET o -- r N LnN N
OF SUBGRADE. OUTSIDE OF PAVEMENT AREAS COMPACT EMBANKMENTS � rn � 9 (0 r*-
TO 95,54 STANDARD PROCTOR DENSITY.
WU r NM�t�cD
• SEE LANDSCAPE PLAN FOR TURF RESTORATION REQUIREMENTS. Cr 7-
0
O Cr) U < o 0
U cn cn �
CD
STREET & PAVEMENT NOTES m a
CD
ACONSTRUCTION IS IN ACCORDANCE WITH THE U
ALL • m N
APPROPRIATE SECTIONS OF THE MNDOT SPECIFICATIONS.
• COMPACT AGGREGATE BASE TO 100% STANDARD PROCTOR
DENSITY AT OPTIMUM MOISTURE CONTENT.
M
• COMPACT BITUMINOUS COURSES IN ACCORDANCE WITH m m o
THE SPECIFIED DENSITY METHOD. z w o
U Z � Z
• U
JOINT SEALING IS NOT REQUIRED FOR CONCRETE SIDEWALKS
AND CURB AND GUTTER. x
Fw- (/) Q w C.. J
� D D U � H L_
SEE ARCHITECTURAL PLANS FOR SIDEWALK AROUND BUILDING.
ALL CURB & GUTTER SHALL BE B612. T
3� L� Q0
m
2 E p N
LEGEND
U) Q, p LU (n O
� Z
N
PROPOSED EXISTING v L .p
°=� U o
- - - - ®- RIGHT-OF-WAY LINE ,, ° a'
E c
- - PROPERTY LINE
CURB LINE>1_0o
0-- 4.4 �- ac-----® CATCH BASIN/STORM
SEWER/MANHOLE Q) Q) -u a,
FLARED END SEC110N
W/RIPRAP
TOPOGRAPHICAL C ,'
CONTOUR LINE a CD
1.0% DIRECTION OF Q °'
DRAINAGE/SLOPE
SILT FENCE/
DIVERSIONARY DIKE
r Mas
x 21.51 TOP OF CURB ELEVATION °� 2
x 21.51 (P) TOP OF CONCRETE OR BIT. Its .
to
PAVEMENT ELEVATION § ::1 C:� ; M
x 21.51 (c) TOP OF GROUND SURFACE L• ••
ELEVATION ,,
Tc 21.51 TOP. OF CURB ELEVATION ao q ,,
(FL) 21.01 FLOWLINE OF CURB ELEVATION CO c
w ka C\z 9z)
SHED GRADE
/2" BIT. WEARING COURSE,
)OT SPEC. 2331, TYPE 41
BIT. BINDER COURSE,
)OT SPEC. 2331, TYPE 31
AGG. BASE, CLASS 5
(1007. CRUSHED) MnDOT SPEC 2211
PARKING LOT PAVING SECTION
N.T.S.
BENCHMARK
TNH 150'± EASTERLY OF THE R.R
TRACKS ON THE NORTH SIDE OF 172ND
ST. - EL.=1007.46
Z
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Z C"
J
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SCALE IN FEET
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