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Section 6, Township 114, Range 20
No Scale
he underground utilities shown have been located from field survey
nformation and existing drawings. The surveyor makes no guarantee
hat the underground utilities shown comprise all such utilities in the
area, either in serviceor abandoned. The surveyor further does not
varront that the underground utilities shown are in the exact locotior
ndicated, although he does certify that they are located as accurate
is possible from information available. The surveyor has not physicc
ocated the underground utilities.
0 10 20 40 60
Scale in Feet
t20
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CertIs ificate of Survey for,"
ALLIANI- ENGINEERING
LEGEND
a iron Monument Found
o iron Monument Set
� vAr
' e PK Nail Found
TIN
s — Sanitary Sewer
"aL ' ST— Storm Sewer
1 F
w — Watermain
Hyd.•b• Hydrant
'nti P
Gv a Gate Valve
MH0 Manhole
CS O Catch Basin
Inv. invert Elevation
s+ Sign
PPS Power Pole
LP Light Pole
El Electrical Transformer
7o Telephone Pedestal
�; Concrete Surface
4 `5: • Bituminous Surface
<U= G Buried Gas
5 1 v
k4 —T—Buried Telephone
E Buried Electric
F"
—TV—
Buried Television
i,
S'1 rT•z '�y
y NOTES
AU
j y # * Bearing's shown are based on an assumed datum.
{' d * Utilities shown are from information furnished by the Ci
Lakeville,. Northern States Power Gompany, Minnegasco t
Frontier Communications in response to Gopher State a
Ticket No. 467832 and are verified where possible.
*Contact Gopher State i for utility locations before any
r� { s ': x construction shalt begin. Phone 454-0002.
I *Bench Mark: Top of hydrant at the southwes corse
162nd Street West and 1pova Avenue. Elevation = 977-1
ix �uf { TM
Area = 76,883 square feet (1.76 acres).
Property is located in Flood Zone X Area outside 500
f flood zone) per Flood Zone Panel No. 270107 0002 C
dated April 20 1998.
*Zoning: C-1 (Retail Commercial).
1ramw Hp r }; * Building setback, zoning and flood zone information o
from the City of Lakeville Planning Department.
r
_
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Cr Y h r , -�Y,�f �'?��y+�$4u r ,a--•rtr€
T ,r I hereby certify that this is a true and correct repreE
:M.s �N '' a survey of the boundaries of the land above descry
lb
r�, the location of ail visible improvements on said land -
_N
and.
�i z
Dated this 31 st day of August, 2000.
wry a i ♦ • +t x+afir.i' {Y'�.r ` �.�A
?' ;'� RENDER & ASSOCIATES, INC.
R• RAE
YNIS
ASLICENSEI
LAN ID
i ,.� t zSURVEYO
Ll9 .Si
.Alvin R. Rehder, Land Surveyor 13295
Minnesota License No. 1329
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Rehder and Associate
CIVIL. ENGINEERS AND LAND SURVEYORS
3440 Federal Drive • Suite 240 • Eagan, Minnesota • Phone
JOB: 004-1575.014 FILE. 00
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UTILITY LEGEND:
® PROPOSED CATCH BASIN (SEE DETAILS 1)
9 PROPOSED MANHOLE (SEE DETAIL 2)
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
• PROPOSED CLEANOUT (SEE DETAIL 4)
MH 1r
AIRY M
OD
S
--w
AN STORM SE R G
IE 969.1
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74.90 i N�
TO ERIFY
OR
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ND B
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41
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MH
CIL
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15" ST--_.
7m7m=J�7
0' 20' 40• 60'
SCALE IN FEET
l��it ti
ALLIANT
ENGINEERINi
I N C O R P O R A T E 0
212 SECOND STREET SE
ST. ANTHONY MAN0
SUITE Soo
LININIII[JUDOLM MN 66414
(8121502-0452
(8'(21078-2787 FAX
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REVISIONS
9-25-00
CITY
COMMENT
10-4-00
CITY
COMMENT
4-10-01
FIRE
MARSHALI
4-17-01
CITY
COMMENT
DRAWN BY MI
CHECKED BY JI
DATE ISSUED 9-8-01
SCALE 1 "=20'-0
JOB NO. 0009:
C-3
SHEET OF
EXISTING TEXACO
0=
83.5 82.4 ..- 78.8
83.0 MATCH , 81.9 MATCH
I I 89.95 MATCH
84.1 89.45 MATCH
83.6 LP €
MATCH °
84.5
84.0 884 81.6 80�'
MATCH 8 25�`
/__ 82.6 81.1 80.0 o
L �` 3.75 82.1 �d'S 79.7 �� 0
83. O � � RIM 00
EROSION %" O�� �� �1- 82.7 99
`
CONTROL£ "� 8
j FENCE 84.4 82.1
�
84.3 X81.6$
83.82.5
84.25 82. 82.6
83.482.1
I 83.75
82.9
RIM I 84.45 83.4 82.6
83.95 1 `� 83.4 82.1 83.0 83.0
I�a 82.5
\484.15 �� --84.25--
84.3 82 5 ao
� � �...�.
3 75
83.8
84.2
` 84.4
83.85
° 83.85
84.15 84.25 �
83.75
8 400
83.75
84.4 83.25 `
89.0 TW+ ��."~ °� 84.15 •d.
89.4 BW �� p/ 84.4588 °D
g_�14 .9 o
89.0 TW � � 83.95 ¢ '` 84.4
84.3
84.3 BIW
�`" 'i!S. 83.8
89.0 TW
84 3 BW � -- -"
EROSION
CONTROL
FENCE
• � t
84.3 ...�
83.8 -- '
8 84.15 83.95 . }
- 987 83.95
91.5 TW
... 84.2 BW °�� �� 83.5 84.15 �. 84.0
� KIM
84.4 83.5 rbc
84.4"
84.3
- _" �.m � - - �� � � �. �
83.8 �,
" 88.5 TW ° �` N, 84.2 82.5
�RIM o
84.6 BW83.7
84.8 84.3
84.3 84.4 83.9 84_ 3.8
N,�
�. �,�` °� � �
`° 84.7 83.9
N,� 84.2 84.8
84.3 6
84-
84.8
4 84.8 ` a,' •�.,�, 890---'
84.3
92.0 TW ®-
85.0 BW } �.
84.5 °- --
93.0 TW
84.8 B W
90.5 TW
84.9 BW
EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM
1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AND AT LEAST DAILY
DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE.
2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR
BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY.
3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM
EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE
HEIGHT OF THE BARRIER.
ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO
LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED,
AND SEEDED WITH THE APPROPRIATE SEED MIX, AS DIRECTED BY THE ENGINEER.
4. IN THOSE AREAS WHERE WOOD FIBER BLANKET HAS FAILED, THE SLOPE SHALL BE
REESTABLISHED, SEED AND TOPSOIL REPLACED, AND ADDITIONAL WOOD FIBER BLANKET
INSTALLED.
5. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED
THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN
PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER
THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION
WHEN FIRST EXPOSED.
6. ALL SEDIMENT IN POND SHALL BE REMOVED BEFORE SEEDING OF POND AREA.
NO SEDIMENT SHALL BE LEFT IN POND AFTER CONSTRUCTION IS COMPLETED.
1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND HAY BALES SHALL
BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF.
2. IMMEDIATELY FOLLOWING GRADING OF SIDE SLOPES, WOOD FIBER BLANKET (OR OTHER
SLOPE STABILIZING METHOD APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED
SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL.
3. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED
IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE-VEGITATED.
CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/HAY BALES TO CONSTRUCT ROADWAYS.
WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA.
4. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT
OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE-VEGITATED.
5. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND ROADWAY
CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON
AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC
SHALL BE SEEDED AND MULCHED OR SODDED WITHIN TWO (2) WEEKS OF BEING DISTURBED.
6. THE GRASSES UTILIZED IN THE SEED AND SOD AREAS SHALL BE OF A SHADE TOLERANT
TYPE APPROVED BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION.
7. FOLLOWING CONSTRUCTION OF CATCH BASINS, HAY BALES AND SILT FENCE SHALL BE
PLACED WHERE SHOWN TO LIMIT SILTATION LEADING TO THE SEDIMENT PONDS. THESE
MEASURES SHALL REMAIN IN PLACE UNTIL PLACEMENT OF BITUMINOUS COURSE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL SEDIMENT AND DEBRIS
ENTERING THE STORM SEWER UPON COMPLETION OF THE PROJECT.
WEST
0' 20' 40' 80'
SCALE IN FEET
GRADING NOTES:
1. SURVEYOR TO VERIFY BENCHMARK ELEVATIONS
PRIOR TO THE START OF CONSTRUCTION.
2. GRADING CONTRACTOR TO REFER TO
GEOTECHNICAL REPORT PREPARRED BY
BRAUN INTERTEC
3. SOIL NOT SUITABLE FOR CONSTRUCTION
SHALL BE DISPOSED OF OFF-SITE AND
INCLUDED IN THE BASE BID AMOUNT.
4. ALL WORK SHALL COMPLY WITH THE
CITY OF LAKEVILLE DESIGN STANDARDS.
5. NOTIFY GOPHER ONE 48 HOURS PRIOR
TO THE START OF CONSTRUCTION.
LEGEND:
_79_2__ 79_2 --._
EXISTING CONTOUR
789
PROPOSED CONTOUR
72.00 TW
TOP OF WALL
72.0072.00 8W
rt11
E
PROPOSED MANHOLE/CATCH BASIN
o
SILT FENCE
�1V�
DRAINAGE DIVIDE
66.7
TOP OF CURB
��Ad
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10-4-00 CITY COMMENTS
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EROSION
CONTROL
FENCE
• � t
84.3 ...�
83.8 -- '
8 84.15 83.95 . }
- 987 83.95
91.5 TW
... 84.2 BW °�� �� 83.5 84.15 �. 84.0
� KIM
84.4 83.5 rbc
84.4"
84.3
- _" �.m � - - �� � � �. �
83.8 �,
" 88.5 TW ° �` N, 84.2 82.5
�RIM o
84.6 BW83.7
84.8 84.3
84.3 84.4 83.9 84_ 3.8
N,�
�. �,�` °� � �
`° 84.7 83.9
N,� 84.2 84.8
84.3 6
84-
84.8
4 84.8 ` a,' •�.,�, 890---'
84.3
92.0 TW ®-
85.0 BW } �.
84.5 °- --
93.0 TW
84.8 B W
90.5 TW
84.9 BW
EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM
1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AND AT LEAST DAILY
DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE.
2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR
BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY.
3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM
EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE
HEIGHT OF THE BARRIER.
ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO
LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED,
AND SEEDED WITH THE APPROPRIATE SEED MIX, AS DIRECTED BY THE ENGINEER.
4. IN THOSE AREAS WHERE WOOD FIBER BLANKET HAS FAILED, THE SLOPE SHALL BE
REESTABLISHED, SEED AND TOPSOIL REPLACED, AND ADDITIONAL WOOD FIBER BLANKET
INSTALLED.
5. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED
THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN
PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER
THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION
WHEN FIRST EXPOSED.
6. ALL SEDIMENT IN POND SHALL BE REMOVED BEFORE SEEDING OF POND AREA.
NO SEDIMENT SHALL BE LEFT IN POND AFTER CONSTRUCTION IS COMPLETED.
1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND HAY BALES SHALL
BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF.
2. IMMEDIATELY FOLLOWING GRADING OF SIDE SLOPES, WOOD FIBER BLANKET (OR OTHER
SLOPE STABILIZING METHOD APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED
SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL.
3. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED
IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE-VEGITATED.
CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/HAY BALES TO CONSTRUCT ROADWAYS.
WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA.
4. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT
OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE-VEGITATED.
5. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND ROADWAY
CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON
AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC
SHALL BE SEEDED AND MULCHED OR SODDED WITHIN TWO (2) WEEKS OF BEING DISTURBED.
6. THE GRASSES UTILIZED IN THE SEED AND SOD AREAS SHALL BE OF A SHADE TOLERANT
TYPE APPROVED BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION.
7. FOLLOWING CONSTRUCTION OF CATCH BASINS, HAY BALES AND SILT FENCE SHALL BE
PLACED WHERE SHOWN TO LIMIT SILTATION LEADING TO THE SEDIMENT PONDS. THESE
MEASURES SHALL REMAIN IN PLACE UNTIL PLACEMENT OF BITUMINOUS COURSE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL SEDIMENT AND DEBRIS
ENTERING THE STORM SEWER UPON COMPLETION OF THE PROJECT.
WEST
0' 20' 40' 80'
SCALE IN FEET
GRADING NOTES:
1. SURVEYOR TO VERIFY BENCHMARK ELEVATIONS
PRIOR TO THE START OF CONSTRUCTION.
2. GRADING CONTRACTOR TO REFER TO
GEOTECHNICAL REPORT PREPARRED BY
BRAUN INTERTEC
3. SOIL NOT SUITABLE FOR CONSTRUCTION
SHALL BE DISPOSED OF OFF-SITE AND
INCLUDED IN THE BASE BID AMOUNT.
4. ALL WORK SHALL COMPLY WITH THE
CITY OF LAKEVILLE DESIGN STANDARDS.
5. NOTIFY GOPHER ONE 48 HOURS PRIOR
TO THE START OF CONSTRUCTION.
LEGEND:
_79_2__ 79_2 --._
EXISTING CONTOUR
789
PROPOSED CONTOUR
72.00 TW
TOP OF WALL
72.0072.00 8W
BOTTOM OF WALL
E
PROPOSED MANHOLE/CATCH BASIN
o
SILT FENCE
--DD--
DRAINAGE DIVIDE
66.7
TOP OF CURB
66.2 LINE
moon
HAYBALES FOR SEDIMENT CONTROL
WOOD POST
POSTS 4' O.C. o
M
EXISTING GROUNDS
ItN
ENGINEERING FABRIC
MIRAFI-ENVIRO FENCE
R APPROVED EQUAL)
BACKFILL
BURY BOTTOM 6"
OF FABRIC
EROSION CONTROL FENCE _
CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL
EROSION CONTROL MATERIALS FOLLOWING TURF ESTABLISHMENT
o
8„ MIN. 10 O
L O
AASHTO #1 ROCK �0 O J REO
NOTES:
ROCK SIZE SHOULD BE AASHTO #1 ROCK
i A GEOTEXTILE FABRIC SHALL BE USED UNDER THE ROCK TO PREVENT
MIGRATION OF THE UNDERLYING SOIL INTO THE STONE.
TEMPORARY ROCK CONSTRUCTION ENTRANCE
Thi
STORM SEWER
STRUCTURE
3" EARTH
FILL
FLOW i
- ►
4"
NOTE:
QTWO 2"X2" WOOD STAKES OR REINFORCING
BARS IN EACH BALE AND EMBEDDED IN THE
GROUND 10" MINIMUM.
TEMPORARY BARRIER OF SEDIMENT CONTROL BALES
TO PREVENT SEDIMENT -LADEN WATER FROM ENTERING
INCOMPLETE STORM SEWER SYSTEM.
HAYBALES FOR SEDIMENT CONTROL
(AT STORM SEWER STRUCTURES)
ALLIANT
ENGINEERING
I N C O R P O R A T E D
212 SECOND STREET 8E
ST. ANTHONY MAIN
SUITE 800
MINNEAPOLIS. MN 65414
(0121302-0482
(612)678-2797 FAX
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REVISIONS
9-25-00 CITY COMMENTS
10-4-00 CITY COMMENTS
DRAWN BY MK
CHECKED BY JD
DATE ISSUED 9-8-00
SCALE 1 10=20'-0"
JOB NO. 00095
SHEET OF
idi10�J_iiii-W-21 W1 All /Alt
LAND AREA: 76,883 S.F. (1.76 ACRES)
BUILDING GROSS
FLOOR AREA: ±15,584 S.F.
HANDICAP REQUIRED: 4 SPACES
HANDICAP PROVIDED: 4 SPACES
PARKING PROVIDED: 78 SPACES
Q1 1 I` IMF- F-lV V "MGI V 1 til V V•
8612 CONCRETE CURB & GUTTER
p+ -p LIGHT FIXTURE, MANUFACTURER SECURITY LIGHTING,
250 WATT, 20' MOUNTING HT., MODEL: RSB SERIES
4' BLACK VINYL COATED CHAIN LINK FENCE
MODULAR CONCRETE RETAINING WALL
STANDARD BITUMINOUS PAVEMENT
............ HEAVY DUTY BITUMINOUS PAVEMENT
7MIMMM77
0' 20' 40' 60,
SCALE IN FEET
0
NORTH
SITE PLAN NOTES:
1. ALL DIMENSIONS ARE TO FACE OF BUILDING AND/OR
FACE OF CURB.
2. REFER TO ARCHITECTURAL DRAWINGS FOR
CONCRETE STOOPS ADJACENT TO PROPOSED
BUILDING.
3. ALL CONCRETE CURB AND GUTTER ADJACENT TO
CONCRETE WALK SHALL BE SEPARATED BY A 1/2 INCH
EXPANSION JOINT.
4. CONTINUOUS CONCRETE CURB & GUTTER WHICH
CHANGES TYPE SHALL HAVE A FIVE FOOT
TRANSITION.
5. ALL PARKING STALL STRIPING SHALL BE 4 INCH WHITE.
6. ALL CURB & GUTTER SHALL BE B612 UNLESS CALLED
OUT AS OTHER.
7. ALL WORK SHALL COMPLY WITH THE CITY OF
LAKEVILLE ENGINEERING STANDARDS AND SHALL
BE PERFORMED DURING HOURS APPROVED BY
THE CITY OF LAKEVILLE.
ALLIANT
ENGINEERING
I NCO RPORATED
212 SECOND STREET SE
ST. ANTHONY MAIN
SUITE 900
MINNEAPOLIS, MN 56414
(812)982-0492
(812)878-2797 FAX
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Il --
W N
REVISIONS
9-25-00 CITY COMMENTS
10-4-00 CITY COMMENTS
DRAWN BY MK
CHECKED BY JD
DATE ISSUED 9-8-00
SCALE 1 11=20'-0"
JOB NO. 00095
C-1
SHEET OF