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EX INV. 976.73(E) {
j + INV. 976.90
WET TAP INTO EXISTING
12" WATERMAIN BY OTHERS Rim:980.43 \ sd
( ) EX. INV. 976.35
WITH 8" G.V. AND BOX m- WEST
1nv.:975.98 r G�
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1 68'-15" RCP I t Rim:9s3.57 52'-21" RCP 162ND Rim:980.82 _____ sr ___..-_ ____._ ____.__ _.24"_._____.
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SDR 35-0.40% 282'-15"`ReP-GL_5-1.00%(BY OTHERS) INV. 979.54(W) 209'15" RCP CL 3 - 1.86% -(BY OTHERS) 279' - 15" RCP 11'J�.-G..t 27' - 8" PVC 0 0.4%
80' _- - ) GV 8 WATER SERVICE
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136 8 PVC ® PUBLIC sao.o3 ` Il 11,
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.�.�� �.r� MH 102 C2 y ' C2 , a ,
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NOTE: ALL EXISTING AND PROPOSED 9 4 io , IC 11 t
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o I - I I a• �., INFORMATION WEST OF YOCUM ' �• � p � . .. •• , : � INV 964.3$ � . �
I ( o OIL SITE PROVIDED BY OTHERS. 00 G rtG 9sa:o
l
1t �� P e s 1 11 1 NOTE: CITY WILL CONSTRUCT CONCRETE
• c 7 11
m �, W
O �.APRON AS
�o rn I n �y !C ; i `r ,1r' os5 W 1 i C2 1 Il ' 1'tjl IMPROVEMENT PART
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'HOLD DOWN ELEVATION ( N ``` •, .' . r•. . '• ' _• ��� GV
HOLD DOWN ELEVATION
FINISHED GRADE WILL BE I N 984-s . = ► GV
f I co FINISHED GRADE WILL. -BE -
1' HIGHER (TYPICAL) I N 20' WIDE TEMPORARY I '
DRAINAGE &UTILITY EASEMENT V HIGHER (TYPICAL) 5 6" DIP
44' I �� I I X984.29 9844- '""� o ." 35' _ WATERMAIN 4�, past WAS
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i 985.0 985.0 ( ; ; 84.5 8;, - 4" REDUCER 1 -.
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_. \ \ 11'4 t i } TOP 977.20 !�•
REPLACED WITH 21" ` \''�-ti \ 3
TIE ALL JOINTS WITH TIE RODS CB/MH 5 j til `, 1 CB
FROM THE PLUG TO THE CROSS tl,` INV 973 03 1�
PIPE AT TIME OF ._, +'`
I r 103'-21" RCP I C2 TOP 978.55 �' ! 1t tl '`'.
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CATCH BASIN
/ MANHOLE
SCHEDULE
;TRUCTURE NO.
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Inv.:977.39 Inv.:976. 7 D No. 46-
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Rim:980.49
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l Inv, 976 14 1,
PEDESTRIAN CURB RAMP - _ e - - _::' ._ --- - _ - . ._1__ '
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EX INV. 976.73(E) {
j + INV. 976.90
WET TAP INTO EXISTING
12" WATERMAIN BY OTHERS Rim:980.43 \ sd
( ) EX. INV. 976.35
WITH 8" G.V. AND BOX m- WEST
1nv.:975.98 r G�
STRE
1 68'-15" RCP I t Rim:9s3.57 52'-21" RCP 162ND Rim:980.82 _____ sr ___..-_ ____._ ____.__ _.24"_._____.
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THERS - - '" - --- E - - _ - - E - -- _ - - -- - t
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t t %INV 9INV 68.49
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• s INV. 977.63 N S INV 977.63
SDR 35-0.40% 282'-15"`ReP-GL_5-1.00%(BY OTHERS) INV. 979.54(W) 209'15" RCP CL 3 - 1.86% -(BY OTHERS) 279' - 15" RCP 11'J�.-G..t 27' - 8" PVC 0 0.4%
80' _- - ) GV 8 WATER SERVICE
-.__ I 't t N 1 7.
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l ' ( I INV 973.73 43 6 PVC �1 2.0% MIN ..�..... s.' 11 11
.�.�� �.r� MH 102 C2 y ' C2 , a ,
"985.0 I 1 984.5 ` 984.5*X TOP 984.5 •• it IN IPAVA AVENUE RIGHT-OF-WAY
2'-8" PVC 1 i' 98.0 f \
-. ,. INV 973.50 } •' .•D � t \� #, 11
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84 50 Q
TOP 978.0
NOTE: ALL EXISTING AND PROPOSED 9 4 io , IC 11 t
_ I o INV 966.38 (W & S) i
1 11 11 t
o I - I I a• �., INFORMATION WEST OF YOCUM ' �• � p � . .. •• , : � INV 964.3$ � . �
I ( o OIL SITE PROVIDED BY OTHERS. 00 G rtG 9sa:o
l
1t �� P e s 1 11 1 NOTE: CITY WILL CONSTRUCT CONCRETE
• c 7 11
m �, W
O �.APRON AS
�o rn I n �y !C ; i `r ,1r' os5 W 1 i C2 1 Il ' 1'tjl IMPROVEMENT PART
PROJECT VA AVENUE �J
m I�� 4 sp# Q`C' t r C2
981 -
IP
A 11 tt it ,1,y
DC7 I a .. ••' .•s. •a .' -
I f 981.05
4
i
'HOLD DOWN ELEVATION ( N ``` •, .' . r•. . '• ' _• ��� GV
HOLD DOWN ELEVATION
FINISHED GRADE WILL BE I N 984-s . = ► GV
f I co FINISHED GRADE WILL. -BE -
1' HIGHER (TYPICAL) I N 20' WIDE TEMPORARY I '
DRAINAGE &UTILITY EASEMENT V HIGHER (TYPICAL) 5 6" DIP
44' I �� I I X984.29 9844- '""� o ." 35' _ WATERMAIN 4�, past WAS
F -F 1 q85: it fy % /� a I 257'- 4" DIP WATER SERVICE e GV AND 80< (PU A1C) 9 6.7 11111 i CZ �' y
II
.-v e.- may.
i
i 985.0 985.0 ( ; ; 84.5 8;, - 4" REDUCER 1 -.
..,.�. .: 4 9983'7 -ir..- 8 X 6" CROSS
I
25 6" DIP WATERMAIN 11 CB MH 4 ��, Rim:978.22
�Y
OP)rN DITCH TO BE � -,• � 9 6" PLUG ",, , :� / ; it Inv.:970.88 ��--
_. \ \ 11'4 t i } TOP 977.20 !�•
REPLACED WITH 21" ` \''�-ti \ 3
TIE ALL JOINTS WITH TIE RODS CB/MH 5 j til `, 1 CB
FROM THE PLUG TO THE CROSS tl,` INV 973 03 1�
PIPE AT TIME OF ._, +'`
I r 103'-21" RCP I C2 TOP 978.55 �' ! 1t tl '`'.
FINAL DEVELOPMENT \ INV 974.60 15"
` CL 3-0.40% t,
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CONCRETE APRON PER
18" sr 163RD
REMOVE 8" PLUG & Rim:984.05 j 9�e CITY REQUIREMENTS
CONNECT TO EXIST. nv,:981CBiLf`' vdo .� o %f it t, t� 1 t` 1� 1 1 't I�
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DRIVE
HYDRANT SCHEDULE
1
HYDRANT NO. BREAKOFF FLANGE 1t 1
HYD A 981.8
• t 'I
u" 1 C11f _
C2 ! 1 t 1 t
CATCH BASIN
/ MANHOLE
SCHEDULE
;TRUCTURE NO.
BARREL SIZE
NEENAH CASTING NO.
MH 1
48"
System
R -1642-A
CB 2
72"
3�
R-3067
CB/MH 3
48"
- Contractor is responsible for seeding the site within 48 hours of finish grading
R --3067V
CB/MH 4
48"R
-3067V
CB/MH 5
48"
R -3067V
CB/MH 6
48"
Connect to existing 30" RCP storm sewer.
R -1642-A
MH 101
48"
R -1642-A
MH 102
48"
R -1642-A
MH 103
48"
All services to extend to a point 5' from proposed building.
R -1642-A
5� -
LEGEND
6� -
11 PROPOSED MANHOLE
BOUNDARYIROW/BLOCK LINE
PROPOSED CATCH BASIN
-
- - -
EASEMENT
PROPOSED HYDRANT
-----------
LOT LINE
PROPOSED GATE VALVE
--
- ----
BUILDING/PARKING SETBACK LINE
PROPOSED FLARED END
9
SOIL BORING
PROPOSED STORM SEWER
DRAINAGE ARROW
PROPOSED SANITARY SEWER
w -
EXISTING WATERMAIN
-+- PROPOSED WATERMAIN
--- s -
- EXISTING SANITARY SEWER
PROPOSED CONCRETE
-
-- ST
EXISTING STORM SEWER
PROPOSED STD. DUTY BITUMINOUS ----
' --
EXISTING BURIED GAS UNE
PROPOSED HEAVY DUTY BITUMINOUS ---
E
EXISTING BURIED ELECTRIC UNE
0- PROPOSED CONTOUR
T --
EXISTING BURIED TELEPHONE UNE
PROPOSED ELEVATION
-TV-
EXISTING BURIED TELEVISION LINE
-0-- SILT FENCE
-980---
EXISTING CONTOUR
• • - CONSTRUCTION UMITS
X 995.50
EXISTING ELEVATION
v
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B im:989.08
im:988.96 ,Inv.:978.79
9 -- _ _.
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C2 i, DR VE
MH
MH
8" GATEVALVE
\ � Rim:993.66 E:ST111PRim:989.191, i - 9901nv.:982.39 Inv.:985,26,
°
CB Ij jv t
Rim:992.01
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Inv.:987.32
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0 20 40 80 120
Scale in Feet
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
I
f1
Date 4-17-98
Name. A. Krausert Rea. No. 16525
Issued
SITE PLAN CHANGES
ADD OUTLOT A DESIGN
ADD SIDEWALK
Rehder and Associates, Inc.
1-16-98
1-26-98 CIVIL ENGINEERS AND LAND SURVEYORS
1-27-98 3440 Federal Drive - Suite 240 • Eagan, Minnesota 55122
2-2-98 Phone 612-452-5051 • Fax 612-452-9797
2-13-98
4-3-98 PROJECT NO.: 971-1440.010 DRAWING FILE: 14401 OGF.DWG
GRADING AND UTILITY PLAN
YOCUM OIL
CITY OF LAKEVILLE
SHEET V 1
GRADING NOTES
fl
- All elevations shown are to final surfaces.
21
- Contractor is responsible for obtaining a National Pollutant Discharge Elimination
System
(NPDES) General Storm Water Permit for Construction Activity before construction
begins.
3�
- Coordinate grading operations with project to the west of The Yocum Oil site.
®
- Contractor is responsible for seeding the site within 48 hours of finish grading
per City specification (75 lbs seed per acre disturbed using MnDOT 50A seed,
disturbed area must be mulched at a rate of 2.0 tons per acre)
UTILITY NOTES
O-
Connect to existing 30" RCP storm sewer.
O-
Connect to existing 8" sanitary sewer.
3� -
Wet tap existing 12" watermain. The repair of 1pava Avenue will be done by City
forces.
One lane of traffic in each direction must be maintained throughout wet tapping
operations.
r�4 -
All services to extend to a point 5' from proposed building.
5� -
Verify all service locations and inverts with mechanical engineer before construction.
6� -
All watermain to have a minimum of 7.5' of cover.
\ 4• •
r
i D Hyd y ,tR-
8';
_ GV ti R 8.79
B im:989.08
im:988.96 ,Inv.:978.79
9 -- _ _.
fi.o •.,cD ..
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t'
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C2 i, DR VE
MH
MH
8" GATEVALVE
\ � Rim:993.66 E:ST111PRim:989.191, i - 9901nv.:982.39 Inv.:985,26,
°
CB Ij jv t
Rim:992.01
Inv.:974.38
�J;CB
- --_ -- 72„Sr-_- .�.
CBtJ
q t.
Rim:991.87
Inv.:987.32
�T , 1t
0 20 40 80 120
Scale in Feet
I hereby certify that this plan was prepared by
me or under my direct supervision and that I
am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
I
f1
Date 4-17-98
Name. A. Krausert Rea. No. 16525
Issued
SITE PLAN CHANGES
ADD OUTLOT A DESIGN
ADD SIDEWALK
Rehder and Associates, Inc.
1-16-98
1-26-98 CIVIL ENGINEERS AND LAND SURVEYORS
1-27-98 3440 Federal Drive - Suite 240 • Eagan, Minnesota 55122
2-2-98 Phone 612-452-5051 • Fax 612-452-9797
2-13-98
4-3-98 PROJECT NO.: 971-1440.010 DRAWING FILE: 14401 OGF.DWG
GRADING AND UTILITY PLAN
YOCUM OIL
CITY OF LAKEVILLE
SHEET V 1
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COORDINATE &' PVC ELEV ,. ___ y.,i�13 �1
—
FOR CANOPY DRAINAGE WITH
GENERAL CONTRACTOR
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(4 PLCS)
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SITE, NOTES.
A- Excavate for, air test, place and backfill to top of (3) new singlewall FRP
underground storage tanks in new tank excavation. Tana: bury depth is to be a rninimurn
of 3 feet below grade backfilled -with pearock and approved material.
Tank '# 1 is1 1,000 gallon single bul.kh'ead split compartment tank to contain 6K inidgrade
& 5K premium fuel.
Tank #2 is 10,000 gallon tank to contain unleaded fuel.
Tank #3 is 10,000 gallon tank to contain unleaded fuel.
B. Excavate for and pour (8) concrete canopy footings,
C. Set. (8) 4x8' steel island forms with dispenser sumps and u --shaped bollards for
protection_
D, Excavate a trench, minimum 18" deep, from tank basin ':.o dispenser islands for new
product pipilig.
E. Excavate a trench, minimum 24" deep, from tank basin and dispenser islands to
building for electrical conduit. Run electric conduit as required.
F. Install (3) Red. Jacket subpurnps with mechanical flow re trictors, (1) 2hp[unleaded
tank] and (2) 1-- 1/2hp .[mid/prem tanks], inside a turbine enclosure with a manhole at
surface.
G. Pipe (4) 4" fill pipes with OPW 61SO overfill prevention valves and OPW l,-2115
spill containment manholes.
4
H. Pipe (4) 4 tank gauge risers inside an 18" culvert with an 18" round manhole.
I. Pipe (4) 2" Steel vent lines from tank vent connection to (4) 12' tall. steel vent risers
in green area. Utilize a swing joint' flexible connection at, tank. Vent risers are to have a
2" OPW 23 vent cap.
J. Pipe (1) 2" Siphon line between (2) 10,000 gallon: unleaded tanks.
K. Pipe (6) 1---1/2OPW Pisces dual containment discharge lines from subpump outlets
to (8) dispenser- locations at fueling islands. Install 1-11/2"
-_.l/2" OPW 10 impact valves at each
pump connection.
L, Backfill excavations with pearock and approved material.
M. Pour (1) 50'x 110'x6" thick concrete fueling pad, (1) 30'x38'x6,, thick tank pad and
(8) concrete fueling islands.
N. Install Gilba.rc-o ENC tank .monitoring system with tank prober and sump sensors and
start up.
0. After canopy is erected by others set. (8) Gilbarco Advantage MPD's,
P. Install intercom system with call switches at canopy columns.
* Dispensing devices at, automobile service stations shall be located not less than 10
feet, from any building which is less than one --hour fire resistive construction.
.`13uch dispensing devices shall also be located so that the nozzle, when the hose is
fully extended, shall not reach within 5 feet of any building opening.
_ ,qb REVIEWED
WITH CORRECTIONS AS NOTED
.Y OF LAKEVILLE
'RE DEPARTMENT
JFFICE: 985-4705
FAX: 985-4719
FIRE MARSHA
DATE
I
A to tj an -j OV EP Oft
No --Smoking Shut Off Motor
Conspicuous signs prohibiting smoking, prohibiting dispensing into
5
DATE Slqg By
una proved containers, and re airin r vehicle motors to bre �
1 9 g topped daring fuel.
}i t_ ¢"
�g
operations shall be posted within sight of each customer being served.
* A fire extinguisher with a minimum classification of 2ASA20BC shall be
AU� �}4 �
provided and so located that it willnot be more than 75 feet froi11 ail_v pllnn!p.
s
dispenser, or fill opening.
_ ,qb REVIEWED
WITH CORRECTIONS AS NOTED
.Y OF LAKEVILLE
'RE DEPARTMENT
JFFICE: 985-4705
FAX: 985-4719
FIRE MARSHA
DATE
I
# 1 1303 Excelsior 81ti
! phone (6
1 ' Petroleum Equipment Sales
Y0Ct
J 0111,
AKF VAI d., Hopkins, MN
2) 33--4 i (Drawn BviDatf, Drawn D,vg
Design service, and instaiation fi���
A to tj an -j OV EP Oft
No --Smoking Shut Off Motor
Conspicuous signs prohibiting smoking, prohibiting dispensing into
5
DATE Slqg By
una proved containers, and re airin r vehicle motors to bre �
1 9 g topped daring fuel.
}i t_ ¢"
�g
operations shall be posted within sight of each customer being served.
* A fire extinguisher with a minimum classification of 2ASA20BC shall be
AU� �}4 �
provided and so located that it willnot be more than 75 feet froi11 ail_v pllnn!p.
dispenser, or fill opening.
* Signs identifying the pump mcster switch shall be labeled: EMERGENCY PUMP
T��C�co
SHUT—OFF.
* A clearly labeled manually operated purnp master switch shall he provided til
ari
approved location within 75 fe.TL of, but not, nearer than 15 feet, to any disperlser.
Where such a master switch i., not visible from all dispensers the locationtherefore
shall be indicated bl, approved signs.
* Emergency Shutoff at console.)
* Tank leak detection metl.od, is to be electronic tank gauging,
* Line leak detection is to be rrechanical floe- restrictors with prec'd�ion testing
ever,v \ ec:r.
# 1 1303 Excelsior 81ti
! phone (6
1 ' Petroleum Equipment Sales
Y0Ct
J 0111,
AKF VAI d., Hopkins, MN
2) 33--4 i (Drawn BviDatf, Drawn D,vg
Design service, and instaiation fi���
CB`s CB
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980
988
976
...... ............_.............
... .... _..._..
12" STORM
_... ...
. .....
.... ... .. .....
976
...
984
EX. ATERMAIN
... .....
... ....
.. ..... ......
972
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....... .....
2.1.1968:... ��......:.....
18,,.. RCP ®2.15
8". WA ---*--*P
..............
DATUM ELEV
.....
968
DATUM ELEV
RCP ® 2,1 5.
960.00
964
960.00
.. ... .. .......
�..
STORM SEWER
CBRim:974.06
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EXISTING GRADE
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UM ELEV
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DATUM ELEV
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........... ..............._.
984: .. ,'.. .................. .... ................ _ ....... ............... 984
�" ....... PROPOSED GRADE
980 ------------------------------------------------------------------------------------------=------------- - - - - - - - - - --- - --------- ------ 980
... ..... _ _
18'r STORM
976 . _ ... ...... _ ...... ........ 976
_ . .. _ .8 WATERMAIN ... .... _ _ -
18" STORM
972. _............._.. __ _.... -_ ..._. : 972
--------------------=----------- -------=-------------------------- ----------------------------------- ------------------
968 ....... ... .... 968
,>
(PUBLIC)
PVC . @1.38% .- ......
964:....... _ . _ _ .. _ ... _ ..:........ 964
...................... ..;.._...... - .......
DATUM ELEV 27 8 PVC ® 0.4% (PUBLIC) DATUM ELEV
960.00 960.00
SANITARY SEWER
I hereby certify that this plan was prepared by Issued
me or under my direct supervision and that !
am a duly Licensed Professional Engineer under SITE PLAN CHANGES
the laws of the State of Minnesota. ADDRESS CIN COMMENTS
Date 4-17-98
Name `-John A. Krausert Reg. No. 16525
CC
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EXISTING GRADE
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... .... _ .:........ _ .................. 988
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- - -- ---- - -
..... ....................
94' - 8" DIP WATERMAIN (PUBLIC) ...:...18�..STORM g�6
7.5..MJN
.... ...
96F3
8" SANITARY ......... ....... .
EXISTING 12" WATERArtAIN --
964
ELEV
960,00
Rehder and Associates, Inc.
4-6-98 CIVIL ENGINEERS AND LAND SURVEYORS
4-17-98
3440 Federal Drive • Suite 240 • Eagan, Minnesota 55122
Phone 612-452-5051 • Fax 612-452-9797
PROJECT NO.: 971-1440.010 DRAWING FILE: 14401 OGF.DWG
W A TERMAIN
PUBLIC UTILITIES
YOCUM OIL
CITY OF LAKEVILLE
SHEET C3
•O
—
- -- ST
4" GV AND BOX
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... _ _....
1:5"..STORM _SEWER
....... ..
972
........ ....._.......
....... .....
2.1.1968:... ��......:.....
18,,.. RCP ®2.15
8". WA ---*--*P
..............
.....
968
46.
RCP ® 2,1 5.
(PUBLIC)
964
.. ..
.. ... .. .......
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0-•.----�__
.- ..18 ..
E,x-.: ?.2.. WATERMAIN.......
43'
_....
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(.... �....
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964
`—EX. 36"
.. ................
STORM
._
(f\PPROX. .LOC:)
...................... ... .........
_ _ _ .
_ - .___. 8"
SANITARY
......
SEWER .
. _ _ _.............:
DATUM ELEV
DATUM ELEV
960.00
960.00
J
c� -0, 4
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1 Off. I �-
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CB/MH 3
STORM SEWER
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2, u" y/ --
-
c
c
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- - -._ - _.-.. - a _ _ - - _
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---
- 18" STORM SEWER CB M
MH 103
MH 10i /
CB MH 5
MH 1 GV
HYD A V
I
4" GV AND BOX
1I I HN�
CB 2
CIO
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988 _ ... ........... _ . ......... - .. _ ..... .. _ .: 988
........... ..............._.
984: .. ,'.. .................. .... ................ _ ....... ............... 984
�" ....... PROPOSED GRADE
980 ------------------------------------------------------------------------------------------=------------- - - - - - - - - - --- - --------- ------ 980
... ..... _ _
18'r STORM
976 . _ ... ...... _ ...... ........ 976
_ . .. _ .8 WATERMAIN ... .... _ _ -
18" STORM
972. _............._.. __ _.... -_ ..._. : 972
--------------------=----------- -------=-------------------------- ----------------------------------- ------------------
968 ....... ... .... 968
,>
(PUBLIC)
PVC . @1.38% .- ......
964:....... _ . _ _ .. _ ... _ ..:........ 964
...................... ..;.._...... - .......
DATUM ELEV 27 8 PVC ® 0.4% (PUBLIC) DATUM ELEV
960.00 960.00
SANITARY SEWER
I hereby certify that this plan was prepared by Issued
me or under my direct supervision and that !
am a duly Licensed Professional Engineer under SITE PLAN CHANGES
the laws of the State of Minnesota. ADDRESS CIN COMMENTS
Date 4-17-98
Name `-John A. Krausert Reg. No. 16525
CC
t
� ; 11 t4
1 1 x:11 1,y 1
C
D ^�
CS ~�
°'
1P
1 i
t
111 Z
N t
EXISTING GRADE
PROPOSED GRADE
... .... _ .:........ _ .................. 988
.......................... ............................ 984
- - -- ---- - -
..... ....................
94' - 8" DIP WATERMAIN (PUBLIC) ...:...18�..STORM g�6
7.5..MJN
.... ...
96F3
8" SANITARY ......... ....... .
EXISTING 12" WATERArtAIN --
964
ELEV
960,00
Rehder and Associates, Inc.
4-6-98 CIVIL ENGINEERS AND LAND SURVEYORS
4-17-98
3440 Federal Drive • Suite 240 • Eagan, Minnesota 55122
Phone 612-452-5051 • Fax 612-452-9797
PROJECT NO.: 971-1440.010 DRAWING FILE: 14401 OGF.DWG
W A TERMAIN
PUBLIC UTILITIES
YOCUM OIL
CITY OF LAKEVILLE
SHEET C3
•O
—
- -- ST
J
c� -0, 4
�
1 Off. I �-
C
.. n � t
CB/MH 3
STORM SEWER
r
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JPAVA AVENUE
�• _ .._
ro 12„ - - _ - _
2, u" y/ --
-
c
c
s-- c _ - H 4
- - -._ - _.-.. - a _ _ - - _
'i iI o h ; - ----
---
- 18" STORM SEWER CB M
MH 103
MH 10i /
CB MH 5
MH 1 GV
HYD A V
I
4" GV AND BOX
1I I HN�
CB 2
CIO
'Q� Q000000 o0
a' ooi
a>> a>
W Ozz EXISTING GRADE M z
988 _ ... ........... _ . ......... - .. _ ..... .. _ .: 988
........... ..............._.
984: .. ,'.. .................. .... ................ _ ....... ............... 984
�" ....... PROPOSED GRADE
980 ------------------------------------------------------------------------------------------=------------- - - - - - - - - - --- - --------- ------ 980
... ..... _ _
18'r STORM
976 . _ ... ...... _ ...... ........ 976
_ . .. _ .8 WATERMAIN ... .... _ _ -
18" STORM
972. _............._.. __ _.... -_ ..._. : 972
--------------------=----------- -------=-------------------------- ----------------------------------- ------------------
968 ....... ... .... 968
,>
(PUBLIC)
PVC . @1.38% .- ......
964:....... _ . _ _ .. _ ... _ ..:........ 964
...................... ..;.._...... - .......
DATUM ELEV 27 8 PVC ® 0.4% (PUBLIC) DATUM ELEV
960.00 960.00
SANITARY SEWER
I hereby certify that this plan was prepared by Issued
me or under my direct supervision and that !
am a duly Licensed Professional Engineer under SITE PLAN CHANGES
the laws of the State of Minnesota. ADDRESS CIN COMMENTS
Date 4-17-98
Name `-John A. Krausert Reg. No. 16525
CC
t
� ; 11 t4
1 1 x:11 1,y 1
C
D ^�
CS ~�
°'
1P
1 i
t
111 Z
N t
EXISTING GRADE
PROPOSED GRADE
... .... _ .:........ _ .................. 988
.......................... ............................ 984
- - -- ---- - -
..... ....................
94' - 8" DIP WATERMAIN (PUBLIC) ...:...18�..STORM g�6
7.5..MJN
.... ...
96F3
8" SANITARY ......... ....... .
EXISTING 12" WATERArtAIN --
964
ELEV
960,00
Rehder and Associates, Inc.
4-6-98 CIVIL ENGINEERS AND LAND SURVEYORS
4-17-98
3440 Federal Drive • Suite 240 • Eagan, Minnesota 55122
Phone 612-452-5051 • Fax 612-452-9797
PROJECT NO.: 971-1440.010 DRAWING FILE: 14401 OGF.DWG
W A TERMAIN
PUBLIC UTILITIES
YOCUM OIL
CITY OF LAKEVILLE
SHEET C3
C
CD
SES
14
50' 50'
1.5" CLEAR ROCK
10' _Z
1 cD
1
11-X11111 IIII�IIT_II�IIIII„IIII�IIIII�IIIII�IIIII�IIT_ILII(I��Ilill�ll_III�IIIII��III1111 II�ITI
ROCK CONSTRUCTION ENTRANCE
20"
ere contours indicate, ignore 0.75"/ft slope indicated above
ch adjoining pavement slope to prevent gutter from "ponding".
B612 CONCRETE CURB & GUTTER
NO SCALE
W, An nn, 1oc•r nazi r Mr' A 4 A
BITUMINOUS TRAiL SECTION
NO SCALE
TOOLED CONTROL JOINT ® 5' MAX.
UNLESS NOTED OTHERWISE
APPROVED JOINT SEALANT
CONCRETE
3/4" CHAMFER 1/2"
4" 1 /� 3/g 3/4"
SAND -►Ii
4"
COMPACTED SUBGRADE -'
'2" PRE -FORMED EXPANSION JOINT -J
STALL WHERE WALK ABUTS FIXED OBJECTS.
CONCRETE SIDEWALK
NO SCALE
2
C2
SILT FENCE
NO SCALE
1.5" - BITUMINOUS WEAR COURSE, 2331 -TYPE 41A
- TACK COAT, 2357
[F1.5" - BITUMINOUS BASE COURSE, 2331 -TYPE 31B
6" - CLASS 5, 100% CRUSHED LIMESTONE
r- APPROVED SUBGRADE
NOTE: VERIFY ADEQUACY OF PAVEMENT SECTION WITH
ENGINEER AFTER SUBGRADE SOiLS ARE EXPOSED
AND BEFORE BITUMINOUS PAVEMENT IS PLACED.
v
PRECAST' CONCRETE
6
C2
HEAVY DUTY PAVEMENT SECTION
72".
0
INV. 967.24
NOTE: FILL WiTH WATER AFTER INSTALLATION
GRIT CHAMBER / CATCH BASIN
NO SCALE
BIECTKIN (THREAD SIZE 3-1/16' O.D., 7-1/2' T.P.I.
CONNECTION (THREAD SIZE 5-3/4' O.D., C T.P.I.
V/CHAIN
N0771 ARRANGE
TWO- 2-1/2' HOSE NOZZLES
ONE- 4-1/Y PUMPER NOZZLE
NOTES: 1. i6` BREAKOFF SECTION
2. LEFT HAND OPERATING NUT
(1-1/2' POINT TO FIAT)
3. DRAIN HOLES ABOVE NORMAL WATER
TABLE TO BE OPEN. DRAIN HOLES
BELOW NORMAL TABLE TO BE
PLUGGED, W/PUMPER NOZZLE
PAINTED BLACK, AND TAG STATING
"DRAIN HOLES PLUGGED."
4. HYDRANT TO BE ORDERED FOR
8'-e BURY.
5. ALL HYDRANTS SHALL HAVE
TAPPED DRAIN HOLES.
6. THE HYDRANT BOTTOM SHALL BE
CAST IRON CLASS 30, EPDXY
COATED IN AND OUT.
12-1/4'
4- 7/8' HOLES
WATERMAIN PLATE NO LV-WM-3 PLATE NO. LV-WM-4
PACER MODEL WB -100 WATERMAIN
HYDRANT DATE REV.11992 3% /94 HYDRANT LEAD DETAIL DATE FEBA_ 1992
3/1/96 REV. 3/1/98
OR NEENAH
MCI-309,
EAST NO.1164 rJORDAN2 CONCEALED WORKS 1045 8` PVC BEND (CUT IN HAI -t
PICKHOLES AND THE WORDS SANITARY SEWER^ ESS BROS. MCI -309, EAST JORDAN IRON WORKS 1045
STAMPED ON THE COVER. OR NEENAH CASTING NO. 1642, W/2 CONCEALED
PICKHOLES AND THE WORDS *SANITARY SEWER'
STAMPED ON THE COVER.
GROUTED IN ADJUSTING RINGS MIN. 2 RINGS CONCRETE ADJUSTING RINGSMAX. 1'OF RINGS INCLUDING MORTAR.
eN��
GROUTED IN PLACE 3I in
HYDRANT LOCATOR TO BE
60" FIBERGLASS HYDRAFINDER
(NO BALL ON TOP)
UNDISTURBED
SOIL
VAPOR
BARRIER
AS PER
SPECS. -1
4'x4' HARDWOOD -Y
BLOCKING ON ALL
HYDRANTS
/B'x'
CON(
BASE
VALVE BOX I 2'-11' TV.
EDGE OF MAT OR
BACK OF CURB
ROD (TYP.) PER NOTE BELOW
\---MIN, i CU.YD. OF 1-i12 WASHED ROCK
ALL HYDRANT LEADS SHALL BE TIED WiTH
3/4 TIE RODS, TIE ROD SHALL EXTEND
FROM TEE TO VALVE AND VALVE TO HYDRANT.
MEGA LUGS MAY BE USED IN LIEU OF TiE
RODS.
NOMINAL
FITTING
SIZE,
INCHES
TEE, WYE,
EE, OR
PLUBEND
CAP
90 BEND,
PLUGGED
CROSS
TEE
ONUGGE
Al A2
45
22-1/2' 11-1/4'
BEND BEND
4
1.0
1.4
1.9 1.4
1.0
-
-
6
2.1
3.0
4.3 3.0
1.6
1.0
-
8
3.8
5.3
7.6 5.4
2.9
1.5
1.0
10
5.9
8.4
11.8 8.4
4.6
2.6
1.2
12
8.5
12.0
17.0 12.0
6.6
3.4
1.7
14
11.5
16.3
23.0 16.3
8.9
4.6
2.3
16
15.0
21.3
30.0 21.3
11.6
6.0
3.0
18
19.0
27.0
38.0 27.0
14.6
7.6
3.6
20
23.5
33.3
47.0 33.3
18.1
9.4
4.7
24
34.0
48.0
88.0 48.0
26.2
13.6
6.8
NOTES:
1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
2. � CONCRETE CLEAR OF JOINT AND ACCESSORIES.
3. K NOT SHOWN ON PLANS, REQUIRED BEARING AT ETITNG SHALL BE AS IDICAIED ADJUSTED F
NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLDRIABIE SOIL BEARING ES .
4. BEARING AREAS AND SPECIAL BLOW( DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER SEARING AREAS
AND BIACONG DETAILS SHOWN ON THIS STANDARD PLATE
5. ABOVE 900HO MFRS BASED ON TEST P OF 150 PSI AND AN ALLOWABLE SOIL BEARING SIRRFSS OF
2000 LBS. PER SOUMIE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOS,
BEARING BTRESSM USE THE FOLLDWIG EQUATION: BEARING AREA - (TEST PRESSURE/150) X (2000/SOIL
BEARING STRESS) X (TABLE VALUE}
G. ALL FrrnNGS MUST HAVE KEW LUGS.
7. POURED CiNC1tETE THRUST 1LLOCONG 1VD_L BE REQUITED ON ALL VATERNAIN PLUGS ANO ON ALL
FTTTBDS iT7R IP' DIAM:TER PIPE AND LARtER,
WATERMAIN PLATE NO- LV-WM-6
THRUST BLOCKING DETAIL DATE � ,. 1992
REV. 3/1/94
REV, 3/1/96
A
ROUGH BROOMEO FINISH
FLI
MIN. 2 RINGS
CONSTRUCT CONCRETE BENCH INTEGRAL WITH BASE
8 WALK ®= 5 = 4' 6' WALK A = 3 B 4'
L CONSTRUCT CONCRETE BENCH INTEGRAL WITH BASE.
8'MlN. FILL TO SPRINGLIKE OF PIPES. SLOPE FLOOR TO
PROVIDE SMOOTH FLOW TO OUTLET.
FILL TO SPRINGLIKE OF PIPES. SLOPE FLOOR TO
PROVIDE SMOOTH FLOW TO OUTLET.
CURB RADIUS
1'OF RINGS
INCLUDING MORTAR.
PLATE NO. LV -SS -1
f
SANITARY SEWER
PLATE NO LV -SS -2
NO.R-3067 V
PEDESTRIAN CURB RAMP
PLATE NO. LV -ST -9
.11 s
STANDARD MANHOLE
FRONT FACE
W/R4342 CASTING
INSIDE DROP MANHOLE
INCLUDING MORTAR. 4. ALL GROUTING MUST BE AN
SHALL HAVE RAM -NECK
FOR THE HANDICAPPED
MORTAR EXTERIOR APPROVED NON -SHRINKABLE
OF CURB
DATE Fl� 1 1992
OF RINGS GROUT MIX.
MORTAR ON
EXTERIOR OF
2Tdab
REV. !Y31/95
REV. /1/96
6 ADJUSTING RINGS.
<48'INSIDE DIAMETER)
RREV. 5/31995
REV. 3 1 96
RINGS.
DATE JUNE 23. 1993
3/1/96
LONGITUDINAL SLOPES SHALL
HAVE A TYPE V GRATE.
LOW POINTS SHALL HAVE
A DL OR DR GRATE 31'
SLOPE TOWARD
EAST JORDAN IRONWORKS
A...-�
NOTES:
1. BASE TO BE GROUTED
TO FORM SMOOTH INLET
TO OUTLET.
31'
24"
PIPE AS SHOWN
PRECAST CONC.
' tr
��'
SECTION A -A
PLAN
ECCCONE.
�" 1frox
ROUND ALL SLOPED
RAM -NECK JOINT FILLER UNDER
INTERSECTIONS
10:1 SLOPE
16'
CASTINGS NOT IN PAVED AREAS
ALL GROUTING MUST BE AN APPROVED
NON -SHRINKABLE GROUT MIX
SEE TABLE BELOW
MANHOLE CONNECTION
PER SPEC. uc 3.04
B
ELEVATION
Fl
STEPS PER LVST6
PRECAST CONCRETE MANHOLE
1
SECTIONS AND INTEGRAL BASE
SHALL BE ACCORDING TO ASTM C-476
_
W/0 -RING JOINTS
CURB OR
- - - -
CURB AND GUTTER
y d •. -•..�
>a �,-
4 b
(
>
,
GROUT AROUND PIPE CONNECTIONS
...., , CONCRETE WALK
av y T1ti
SEC. A -A
-
INTEGRAL BASE SECTION
B618
D412
5' WALK ®= 5' 4 4'
5' WALK A = 3' B = 4'
e MIN.
INTEGRAL BASE SECTION
CONSTRUCT CONCRETE BENCH INTEGRAL WITH BASE
8 WALK ®= 5 = 4' 6' WALK A = 3 B 4'
L CONSTRUCT CONCRETE BENCH INTEGRAL WITH BASE.
8'MlN. FILL TO SPRINGLIKE OF PIPES. SLOPE FLOOR TO
PROVIDE SMOOTH FLOW TO OUTLET.
FILL TO SPRINGLIKE OF PIPES. SLOPE FLOOR TO
PROVIDE SMOOTH FLOW TO OUTLET.
8' TRAIL ®m 5' ®= 5' 8' TRAIL A = 3' B = 5'
2-2-98
SANITARY SEWER
PLATE NO. LV -SS -1
4
98
SANITARY SEWER
PLATE NO LV -SS -2
NO.R-3067 V
PEDESTRIAN CURB RAMP
PLATE NO. LV -ST -9
.11 s
STANDARD MANHOLE
MAX. V OF RINGS
W/R4342 CASTING
INSIDE DROP MANHOLE
INCLUDING MORTAR. 4. ALL GROUTING MUST BE AN
SHALL HAVE RAM -NECK
FOR THE HANDICAPPED
MORTAR EXTERIOR APPROVED NON -SHRINKABLE
DATE Fl=811992
DATE Fl� 1 1992
OF RINGS GROUT MIX.
AND A MINIMUM OF
(48'INSIDE DIAMETER)
REV. !Y31/95
REV. /1/96
6 ADJUSTING RINGS.
<48'INSIDE DIAMETER)
RREV. 5/31995
REV. 3 1 96
PLANAND 3' RADIUS CURB BOX
DATE JUNE 23. 1993
3/1/96
LONGITUDINAL SLOPES SHALL
HAVE A TYPE V GRATE.
LOW POINTS SHALL HAVE
A DL OR DR GRATE 31'
CONCRETE ADJUSTING RING
EAST JORDAN IRONWORKS
NOTES:
1. BASE TO BE GROUTED
TO FORM SMOOTH INLET
TO OUTLET.
31'
24"
FLOW LINE SHALL BE MIN.
Issued
0.7' BELOW TOP OF CURB.
SAWED JOINT
A
M
�
A
2-2-98
A p t
CURB INLET FRAME AND
4
98
CURB BOX NEENAH
3
ti
NO.R-3067 V
n
CONCRETE ADJUSTING RINGS MIN. 2 RINGS BELOW TOP OF CURB PRECAST CONCRETE TOP PICKHOLES AND THE
GROUTED iN PLACE MAX. 1' OF RINGS SLAB SHALL BE DESIGNED
MIN. 2 RINGS PLAN INCLUDING MORTAR. LONGITUDINAL SLOPES SHALL WORDS `STORM SEWER'
MAX. 1' OF RINGS HAVE A TYPE V GRATE. FOR AASHPL HS -25 HIGHWAY STAMPED ON THE COVER
INCLUDING MORTAR. 4` MIN. CONCRETE LOADING, PLUS DEAD LOAD.
4 MIN. CONCRETE COLLARS EXTERIOR LOW POINTS SHALL HAVE
NOTE: OF RINGS AND CASTING 2
COLLAR ON EXTERIOR A DL OR OR GRATE.
OF RINGS AND REINFORCING TO CONSIST OF FLANGE.
CASTING FLANGE 10 #4 BARS AT 8"O.C. 2e G' MAX.
BOTH WAYS (�
JOINT FILLER TO BE i JOINT FILLER TO BE
METAL PLATE TO BE INSTALLED RAM -NECK OR APPROVED g" :. PRECAST CONCRETE TOP SLAB RAM -NECK OR APPROVED p
24" ON ALL INACTIVE SYSTEMS. EQUAL SHALL BE DESIGNED FOR EQUAL
ALL GROUT MUST BE AN PLATE TO BE REMOVED LOADING,
HS -25 HIGHWAY 10
Z WHEN OUTLET IS CONNECTED. STEPS TO BE LOADING, PLUS DEAD LOAD.
APPROVED NON -SHRINKABLE 31• w USE A DOUBLE LINE OF RAM -NECK TRAFFIC FACING
GROUT MIX. w GASKET BELOW THE PLATE.
5" BEYOND STRUCTUR*t PLATE SHALL NOT ED VARIABLEi6`O.0 VARIABLE PRECAST CONCRETE MANHOLE
20"DL4METER PRE- NOTE: -'FLOW - FLOW TO ASTMAND EC -4 SHALL BE W% ACCORDING
NOTE:
CAST OPENING - TYPE 'A' 3'-6't
TYPE "Er 4'-07t PRECAST CONCRETE
b MANHOLE AND BASE
STEPS PER LV-ST6 1 SHALL BE ACCORDING
PRECAST CONCRETE STRUCTURE M TO ASTM C-478
SHALL BE ACCORDING TO W/0 -RING JOINTS.
ASTM C-857-87 SECTION A -A STEPS ARE REQUIRED IN ALL
NO SCALE CATCH BASINS OVER 4' IN DEPTH. $`MIN.
INTEGRAL BASE SHALL BE USED
GROUT AND 'DISFr INVERT WHENEVER POSSIBLE INTEGRAL BASE SHALL BE USED
W/NON-SHRINKABLE GROUT WHENEVER POSSIBLE
STORM SEWER PLATE NO- LV -STM -i STORM SEWER SUMP PLATE N0, LV -STM -16 STORM SEWER PLATE No. LV -STM -
SHALLOW CATCH BASIN STANDARD MANHOLE
1147E FEB. 1. 1992 DATE JUN 3. tQ9?
(PRECAST) REV. 3/1/94 CATCH BASIN MANHOLE REV. 3/1/94 DATE FE83/1992
REV. 3/1/96 REV. 3/1/96 <48'INSIDE DIAMETER) REV. 3/1/96
- 6.00'
8 SIDEWALK SECTION
C2 NO SCALE
UJ
Z
J
3
O
� O
PROPERTY LiNE
Issued
2. PIPE CUT-OUTS TO BE
SAWED JOINT
A
M
�
LOCATED WHERE REQUIRED.
2-2-98
A p t
CONCRETE ADJUSTING RINGS
4
98
Anl1OCCC f+IT/ !�A•IAIC►ITC ,L'
3
ti
1,j
n
MIN. 2 RINGS PIPE OPENING.
.11 s
CONCRETE ADJUSTING RINGS MIN. 2 RINGS BELOW TOP OF CURB PRECAST CONCRETE TOP PICKHOLES AND THE
GROUTED iN PLACE MAX. 1' OF RINGS SLAB SHALL BE DESIGNED
MIN. 2 RINGS PLAN INCLUDING MORTAR. LONGITUDINAL SLOPES SHALL WORDS `STORM SEWER'
MAX. 1' OF RINGS HAVE A TYPE V GRATE. FOR AASHPL HS -25 HIGHWAY STAMPED ON THE COVER
INCLUDING MORTAR. 4` MIN. CONCRETE LOADING, PLUS DEAD LOAD.
4 MIN. CONCRETE COLLARS EXTERIOR LOW POINTS SHALL HAVE
NOTE: OF RINGS AND CASTING 2
COLLAR ON EXTERIOR A DL OR OR GRATE.
OF RINGS AND REINFORCING TO CONSIST OF FLANGE.
CASTING FLANGE 10 #4 BARS AT 8"O.C. 2e G' MAX.
BOTH WAYS (�
JOINT FILLER TO BE i JOINT FILLER TO BE
METAL PLATE TO BE INSTALLED RAM -NECK OR APPROVED g" :. PRECAST CONCRETE TOP SLAB RAM -NECK OR APPROVED p
24" ON ALL INACTIVE SYSTEMS. EQUAL SHALL BE DESIGNED FOR EQUAL
ALL GROUT MUST BE AN PLATE TO BE REMOVED LOADING,
HS -25 HIGHWAY 10
Z WHEN OUTLET IS CONNECTED. STEPS TO BE LOADING, PLUS DEAD LOAD.
APPROVED NON -SHRINKABLE 31• w USE A DOUBLE LINE OF RAM -NECK TRAFFIC FACING
GROUT MIX. w GASKET BELOW THE PLATE.
5" BEYOND STRUCTUR*t PLATE SHALL NOT ED VARIABLEi6`O.0 VARIABLE PRECAST CONCRETE MANHOLE
20"DL4METER PRE- NOTE: -'FLOW - FLOW TO ASTMAND EC -4 SHALL BE W% ACCORDING
NOTE:
CAST OPENING - TYPE 'A' 3'-6't
TYPE "Er 4'-07t PRECAST CONCRETE
b MANHOLE AND BASE
STEPS PER LV-ST6 1 SHALL BE ACCORDING
PRECAST CONCRETE STRUCTURE M TO ASTM C-478
SHALL BE ACCORDING TO W/0 -RING JOINTS.
ASTM C-857-87 SECTION A -A STEPS ARE REQUIRED IN ALL
NO SCALE CATCH BASINS OVER 4' IN DEPTH. $`MIN.
INTEGRAL BASE SHALL BE USED
GROUT AND 'DISFr INVERT WHENEVER POSSIBLE INTEGRAL BASE SHALL BE USED
W/NON-SHRINKABLE GROUT WHENEVER POSSIBLE
STORM SEWER PLATE NO- LV -STM -i STORM SEWER SUMP PLATE N0, LV -STM -16 STORM SEWER PLATE No. LV -STM -
SHALLOW CATCH BASIN STANDARD MANHOLE
1147E FEB. 1. 1992 DATE JUN 3. tQ9?
(PRECAST) REV. 3/1/94 CATCH BASIN MANHOLE REV. 3/1/94 DATE FE83/1992
REV. 3/1/96 REV. 3/1/96 <48'INSIDE DIAMETER) REV. 3/1/96
- 6.00'
8 SIDEWALK SECTION
C2 NO SCALE
UJ
Z
J
3
O
� O
PROPERTY LiNE
Issued
2. PIPE CUT-OUTS TO BE
SAWED JOINT
'UA
LOCATED WHERE REQUIRED.
2-2-98
A p t
CONCRETE ADJUSTING RINGS
4
98
Anl1OCCC f+IT/ !�A•IAIC►ITC ,L'
GROUTED IN PLACE 3. STEPS TO LOCATED AWAY FROM
1,j
n
MIN. 2 RINGS PIPE OPENING.
NOTE: ALL REAR YARD C.B.'S
MAX. V OF RINGS
W/R4342 CASTING
INCLUDING MORTAR. 4. ALL GROUTING MUST BE AN
SHALL HAVE RAM -NECK
MORTAR EXTERIOR APPROVED NON -SHRINKABLE
SEAL UNDER CASTING
OF RINGS GROUT MIX.
AND A MINIMUM OF
RAM -NECK JOINT FILLER
6 ADJUSTING RINGS.
CURB INLET FRAME AND CURB BOX
NEENAH NO. R-3067 V
UNDER CASTING NOT IN FOR STORM MANHOLES
PAVED ARS' CASTING NEENAH R-1641
PLANAND 3' RADIUS CURB BOX
ESS BROS. MCI -309,
CONCRETE ADJUSTING RING
EAST JORDAN IRONWORKS
GROUTED IN PLACE FLOW LINE SHALL BE MIN. 0.7'
1045 W/2 CONCEALED
CONCRETE ADJUSTING RINGS MIN. 2 RINGS BELOW TOP OF CURB PRECAST CONCRETE TOP PICKHOLES AND THE
GROUTED iN PLACE MAX. 1' OF RINGS SLAB SHALL BE DESIGNED
MIN. 2 RINGS PLAN INCLUDING MORTAR. LONGITUDINAL SLOPES SHALL WORDS `STORM SEWER'
MAX. 1' OF RINGS HAVE A TYPE V GRATE. FOR AASHPL HS -25 HIGHWAY STAMPED ON THE COVER
INCLUDING MORTAR. 4` MIN. CONCRETE LOADING, PLUS DEAD LOAD.
4 MIN. CONCRETE COLLARS EXTERIOR LOW POINTS SHALL HAVE
NOTE: OF RINGS AND CASTING 2
COLLAR ON EXTERIOR A DL OR OR GRATE.
OF RINGS AND REINFORCING TO CONSIST OF FLANGE.
CASTING FLANGE 10 #4 BARS AT 8"O.C. 2e G' MAX.
BOTH WAYS (�
JOINT FILLER TO BE i JOINT FILLER TO BE
METAL PLATE TO BE INSTALLED RAM -NECK OR APPROVED g" :. PRECAST CONCRETE TOP SLAB RAM -NECK OR APPROVED p
24" ON ALL INACTIVE SYSTEMS. EQUAL SHALL BE DESIGNED FOR EQUAL
ALL GROUT MUST BE AN PLATE TO BE REMOVED LOADING,
HS -25 HIGHWAY 10
Z WHEN OUTLET IS CONNECTED. STEPS TO BE LOADING, PLUS DEAD LOAD.
APPROVED NON -SHRINKABLE 31• w USE A DOUBLE LINE OF RAM -NECK TRAFFIC FACING
GROUT MIX. w GASKET BELOW THE PLATE.
5" BEYOND STRUCTUR*t PLATE SHALL NOT ED VARIABLEi6`O.0 VARIABLE PRECAST CONCRETE MANHOLE
20"DL4METER PRE- NOTE: -'FLOW - FLOW TO ASTMAND EC -4 SHALL BE W% ACCORDING
NOTE:
CAST OPENING - TYPE 'A' 3'-6't
TYPE "Er 4'-07t PRECAST CONCRETE
b MANHOLE AND BASE
STEPS PER LV-ST6 1 SHALL BE ACCORDING
PRECAST CONCRETE STRUCTURE M TO ASTM C-478
SHALL BE ACCORDING TO W/0 -RING JOINTS.
ASTM C-857-87 SECTION A -A STEPS ARE REQUIRED IN ALL
NO SCALE CATCH BASINS OVER 4' IN DEPTH. $`MIN.
INTEGRAL BASE SHALL BE USED
GROUT AND 'DISFr INVERT WHENEVER POSSIBLE INTEGRAL BASE SHALL BE USED
W/NON-SHRINKABLE GROUT WHENEVER POSSIBLE
STORM SEWER PLATE NO- LV -STM -i STORM SEWER SUMP PLATE N0, LV -STM -16 STORM SEWER PLATE No. LV -STM -
SHALLOW CATCH BASIN STANDARD MANHOLE
1147E FEB. 1. 1992 DATE JUN 3. tQ9?
(PRECAST) REV. 3/1/94 CATCH BASIN MANHOLE REV. 3/1/94 DATE FE83/1992
REV. 3/1/96 REV. 3/1/96 <48'INSIDE DIAMETER) REV. 3/1/96
- 6.00'
8 SIDEWALK SECTION
C2 NO SCALE
UJ
Z
J
3
O
� O
PROPERTY LiNE
Issued
VARIES
SAWED JOINT
16'-d' MIN.
CENTERED ON
2-2-98
DRIVEWAY
DRNEWAY�
4
98
Anl1OCCC f+IT/ !�A•IAIC►ITC ,L'
7.5'R. TYP.
1,j
CONCRETE APRON 7
� b
PLAN
B618 CURB
i GUTTER
1 /2` EXPANSION
JOINT
7-F
�6"
T7 i/Y WELDED WIRE MESH
1 B' rr
SECTION
STREET PLATE No LV -ST -4
INTEGRAL D/W APRON
(COMMERCIAL/ INDUSTRIAL) DATE R. 1. 1992
SPECIFICATIONS
1. All rading, paving, sidewalk, and turf establishment shall be in accordance with
MnAOT Specifications (1988 Edition).
2. Remove all black dirt and unsuitable material from under drives and roadways
within 3' of final pavement subgrade.
3. All erosion control measures shown on the plans including silt fence, hay bales
and sedimentation ponds must be installed prior to commencement of grading
operations and maintained until all areas altered on the site have been restored.
4. Place silt fence around catch basins after they are constructed and maintain
until all areas disturbed have been restored.
5. Wherever construction vehicle access routes intersect paved public roads,
provisions must be made to minimize the transport of sediment (mud) by runoff or
vehicle tracking onto the paved road surface. Where sediment is transported onto
a public road surface, the roads shall be cleaned thoroughly at the end of each
day. Sediment shall be removed from roads by shoveling or sweeping and be
transported to a sediment controlled disposal area. Street washing shall be
allowed only after sediment is removed In this manner.
6. All areas altered because of construction must be restored with seed and disced
mulch, sod, wood fiber blanket, or be hard surfaced within two weeks after
completion of construction.
7. Trees and stumps shall be hauled from the site. Burial of trees or stumps on the
site will not be allowed.
8. Topsoil shall be salvaged and stockpiled for future use. A minimum of four
inches of topsoil shall be placed on all areas disturbed by the construction.
9. All embankment construction shall be compacted to 95% Standard Proctor density.
Compaction shall be obtained in lifts so that no part of the lift will have less
than 95% density.
10. Fill under buildings shall be compacted to meet Soil Engineers recommendations.
11. The concrete curb and gutter shall be B-612.
12. Field verify all existing sewer and watermain elevations and locations. Notify
Engineer of any discrepancies.
13. Compact trenches beyond the building limits to 95% and 100% Standard Proctor
Density for subgrade below top 3 feet and top 3 feet of trench respectively.
14. The Contractor shall contact all utility companies and have said companies locate
all utilities (public and private) before any construction shall begin.
15. All utility construction shall be per the City of Lakeville Specifications, latest edition.
16. Sanitary Sewer pipe shall be PVC SDR 35.
17. PVC sewer pipe shall be bedded in accordance with ASTM -D-2321, "Recommended
Practice for underground installation of Flexible Thermoplastic Sewer Pipe".
18. Maximum allowable pipe deflection of 5.0% of 30 days after installation.
19. Watermain shall be Ductile iron Pipe Class 52, push -on joints.
20. All valves shown on the drawings as 12" or less shall be CRS valves in accordance
with the AWWA C509 (latest revision) Specifications. Valves shall be either
American or approved equal. Gate valves AWWA C500 Specification will not be
allowed. Valve boxes shall be Tyler 6860-G Series screw type 5-1/4" valve box
with #6 base, cast iron, American made with cover marked 'WATER'. Box shall be
adjustable from 74 to 94 inches.
21. All bends, stubs, and hydrants shall be rodded to the watermain using 3/4" tie
rods.
22. Storm sewer pipe shall be reinforced concrete, class as indicated, ASTM C-76,
with confined rubber o -ring gasket (R-4) and PVC SDR 35.
23. Catch Basins/Manholes shall be precast where the depth is greater than 5'.
Manholes less than 5' may be constructed from concrete block and mortar.
24. Hydrants shall meet local municipality requirements.
25. Portland cement concrete for curb and gutter and sidewalk shall be 3900 psi
minimum 28 days compressive strength with 5.0% air entraining. Concrete
aggregates shall be free of organic impurities, chert, shale or other deleterious
substances.
26. Preformed expansion joints using 1/2 inch thickness shall be placed at each end
of curb radius, at intersections and approximately every 200 feet.
27. Contraction joints shall be spaced at 10 foot intervals in the curb and gutter.
28. Prior to placement of aggregate base and pavement, the Contractor shall furnish a
tandem truck loaded with a minimum of 14 tons to check the completed subgrade
and/or aggregate base for soft spots.
29. Contractor shall verify locations of utility connections at the building with
architectural and mechanical plans.
30. The Contractor shall be responsible for arranging all required inspections with
the governing authority who has jurisdiction over the work that is to be
performed.
31. All services to be extended to within 5' of building. Plug ends and mark by
extending a 2" x 2" wood board from plugged end to 4' out of the ground.
32. Existing Topography and Boundary Survey provided by Rehder & Associates, Inc.
for the Yocum Oil site only. Westerly Topography and Boundary Survey by
James R. Hill and Associates.
33. No soil borings provided. Subgrade soils assumed to be adequate for proposed
construction.
I hereby certify that this plan was prepared by
me or under my direct supervision and that i
am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
UADate 4-17-98
Name John A. Krausert Reg. No. 16525
Issued
Rehder and Associates Inc.
CIVIL ENGINEERS AND LAND SURVEYORS
3440 Federal Drive - Suite 240 - Eagan, Minnesota 55122
Phone 612-452-5051 - Fax 612-452-9797
SITE PLAN CHANGES 12-17-97
SiTE PLAN CHANGES 1-16-98
ADD OUTLOT A DESIGN 1-26-98
2-2-98
ADD SIDEWALK 2-13-98
PROJECT NO.: 971-1440.010 DRAWING FILE: 14401 OGF.DWG
4
98
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DETAILS 8c SPECIFICATIONS
YOCUM OIL
CITY OF LAKEVILLE
SHEET C2