CAS-21_CVS/PHARMACYOWNER:
CHANHASSEN DEVELOPMENT,
1434 SALEM LANE SW
ROCHESTER, MN 55902
JEFFERY C. BROWN
(507) 252-6742
DEVELOPER:
BEAR CREEK CAPITAL
9549 MONTGOMERY ROAD
3RD FLOOR
CINCINNATI, OHIO 45242
BILL TIPPMANN
(513) 793-1500
ENGINEER:
ANDERSON ENGINEERING OF
13400 15th AVE N, SUITE B
PLYMOUTH, MN 55441
ROSS FAIRIBROTHER
(763) 383-1084
ARCHITECT:
LLC
MINNESOTA, LLC
ARCADIS
25200 TELEGRAPH ROAD, P.O.
SOUTHFIELD, MI 48086-5025
u COREEN PAUL
(248) 936-8198
BOX 5025
4:nfi3/ p)hEirnmEcy
HIGHWAY 5 & GALPIN
BOULEVARD (CO,. 19)
CHANHASSEN, MN
E
;]ATE 8WK SITE
Q
E
PLAN INDEX SHEET
DESCRIPTION
C-1 COVER SHEET
C-2 PRELIMINARY SITE PLAN
C-3 PRELIMINARY GRADING & DRAINAGE PLAN
Cw4 PRLIMINARY UTILITY PLAN
C-5 50 SCALE GRADING & DRAINAGE PLAN
C-6 50 SCALE UTILITY PLAN
C-7 PRELIMINARY LANDSCAPE PLAN
C-8 EXISTING CONDITIONS
C-9 SITE PHOTOMETRICS PLAN
A-1 EXTERIOR ELEVATIONS
A-2 BUILDING FLOOR PLAN
r ��wy
comr� tl-'iopment DepL
off 11chd 011W
()ommunity Development W,
00 -?_�
rk
1_4
252DO TELEWA)H ROAD
SUMM11). MMIGM 48088
�4 936-8198 Ph.
248'� 936-8199 Fox
CONSULTANT -
Anderson Engineering
of
Minnesota, LLC
C I V I L E N G I N E E R I N G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE 13,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
MR
AJ1CFirrECTUFM WC.
333 a
.2shington Ave. IN
suit(� 10
Minneapolis, MN 55401
Ph. (612) 676-2700
CVS/
nob-'!a1macy
Lff
STOFE NUMER: 1747
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
BEAR CREEK CAPITAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI. OHIO 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY PLANS
5-20-04 PRELIMINARY PLANS
6-24-04 PLAN. COMM. RE -SUBMIT,
LAYOUT CODIRD. MTJ
PLANNING MGR. RAF
DRAVANG BY- PSH
DATE: MAY 5, 2004
JOB NUMBER: 10953
11TLE-
COVER/LOCATION
SHEET NUMBER: CITY OF CHANHASSEN
RECEIVED
c JUN 2 4 2004
rHANHAC;C;F:N P1 ANNIMr n�OT
COMMENTS -
NOT RELEASED FOR CONSTRUCTION
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EXISITNG GAS/RETAIL
S71 *33'35"E 336.33
2 6. 0' PRIVA TE ROAD 16.0'
-br
20' PARKING
SETBACK
30' BUILDING
SETBACK
5.0"
26.0`w� 18.0'
Q
ENTRANCE
CANOPY
5.3'
BICYCLE
PARKING
ENTRANCE
26.0'
0
28.3' (J2 2
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26. 0'
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FFE=967.0
5.3
PHARMACY
PICK-UP
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00
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DUMPSTER/ 6
COMPACTOR
SERVICE/
LOADING
0
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(D
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2 18.0 26.0'
17
42) 7o J
9.0,
Q �J. U
26.0'
C,
25 rCr
EW CONC C2) 18.0
IDEWALK
70' BUILDING AND
PARKING SETBACK
50' DRIVE ISLE
SETBACK -A n-3
A9,A9
0 .................... A VAB5 .3015� \N
............
0 0 �;VEXISTING PYLON A ()3-44 C111 bfg-'
GN TO R EM AIN
%k
.1
RETAINING WALL
50' WETLAND BUFFER/
BUILDING SETBACK
40' PRIMARY CORRIDOR
SETBACK (FROM 940
CONTOUR)
AREA CACULATIONS
SITE S.F. ACRES %
(0 GREEN SPACE 31,851 0.73 38.4
1 (0
IMPERVIOUS 38,075 0.87 45.9
( -BUILDING)
00
BUILDING 13,013 0.30 15.7
4 TOTAL 82,939 1.90 100
SITE SIGNAGE KEY
c\Ij "DO NOT ENTER"
'ENTER'
"EXIT" TRASH ENCLOSURE - SIDE ELEVATION
"DRIVE THRU-
Q CORPORATE PYLON
"HANDICAP PARKING" 2 EA 4' -6'± GATES 1.9* O.D. GALV FRAME W/
4' x 8" HIGH CEDAR SLATS ATTACHED W/ SELF
CORPORATE MONUMENT SIGN TAPPING SCREWS. PROVIDE OPAQUE SCREENING.
PROVIDE HINGES, CENTRAL GATE STOPS AND
"STOP' LATCH W/ EYE FOR PADLOCK,
CONC ROOF TILE W/ I* x 2" BATTEN &
NOTE: ALL SIGNAGE TO COMPLY NTH CONCEALED WIND CUPS
RETAINING WALL M.M.U.T.C.D. GUIDELINES AS DIRECTED. � F
KEY NOTES -
(D B612 CONCRETE CURB & GUTTER (TYPICAL).
<D 4" WIDE WHITE STRIPING FOR PARKING STALLS,
TRAFFIC LANE, AND NO PARKING AREAS. WHITE PAINT
MARKINGS FOR H.C. ACCESSIBLE SYMBOLS, TRAFFIC
ARROWS, AND TRAFFIC MESSAGE.
CONCRETE PAVING WITH CONTROL JOINTS AT MIN. 6'
O.0 . AND EXPANSION JOINTS AS NECESSARY. PROVIDE
CURB RAMPS WHERE INDICATED PER DETAIL.
7 TON BITUMINOUS PAVING. (TYPICAL) SEE DETAILS
19' LIGHT POLE. LIGHTING TO BE VERIFIED
CONCRETE PAD. SEE SPECIFICATIONS.
MATCH PAVEMENT/CURBING AT EXISTING ENTRANCES.
SITE NOTES:
ZONING: COMMERCIAL P.U.D. "GALPIN BUSINESS PARK"
LOT AREA (CVS): 1.90 AC
LOT/BUILDING COVERAGE: 15.7%
FRONT BUILDING SETBAK: 70' (HWY 5); 301 GALPIN
BLVD
FRONT PARKING SETBACK: 70' PARK/50' DRIVE (HWY
5); 20' GALPIN BLVD
PARKING:
BUILDING GROSS FLOOR AREA: 13,013 SF
RETAIL FLOOR AREA: 10,859 SF
PARKING REQUIRED: 1/200 GROSS FLOOR
AREA: 65 SPACES.
PARKING SPACES PROVIDED: 70 SPACES
HANDICAP SPACES PROVIDED: 3
STONE CAP W1
1" x 2" BATTEN &
CONCEALED WIND
EXTERIOR CLIPS
FACE BRICK 8" CMU
BRICK SOLDIER #5 0 24 c/c GROUT
COURSE TO HAVE REINIF CORE TYP
1/2" OVERHANG
w
#5 0 24" c/c
DOWELS
4 0 12"c/c T&B
ED
TRASH ENCLOSURE SECT19h
NTS
0 10 20 40
SCALE IN FEET
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AACIVI00
2= 1ELEWAM RM
SWI*Ws LICHM 4M
(248) 936-8196 Ph.
(248) 936-M99 Fox
CONSULTANT:
Anderson Engineering
of
Minnesota, LLC
C I V I L E N G I N E E R I N G
& LAND SURVEYING
13400 16th AVENUE NORTH, SUITE B.
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (783) 383-1089
A I j
mw
�L%M,; 11�Lejlok
333 Washington Ave. N
Suite #210
Minneapolis, MN 55401
Ph. (612) 676-2700
STORE NUMEIM. T747
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
BEAH, CREEK CAPITAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI, OHIO 4524Z
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY
PLANS
5-20-04 PRELIMINARY
PLANS
6-24-04 PLAN. COMM.
RE -SUBMIT.
LAYOUT COORD.
MTJ
PLANNING MGR.
RAF
DRAVANG BY-
PSH
DATE: MAY
5, 2004
JOB NUMBER:
10953
TInE.
PRELIMINARY SITE PLAN
SHEET NUMBER:
C-2
COMMENTS -
NOT RELEASED FOR CONSTRUCTION
113
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SILT FENCE
(TYP.)
0 15 30 60
SCALE IN FEET
f
V 'roAhr..
MNDoT 2531 TYPE
B612 CONCRETE CURB
& GUTTER
TIP OUT GUTTER
AS NECESSARY
6" MIN.
1.5" MNDOT 2360 MV3
BITUMINOUS WEAR (MIN.)
MISIDOT 2357 TACK COAT
2.0* MNDOT 2360 LV3
BITUMINOUS NON—WEAR (MIN.)
8.0' MNDOT 3138 CLASS 5
AGGREGATE BASE (MIN.)
APPROVED SUBGRADE
PAVEMENT SECTION
NOTTO SCALE
NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADE
REQUIREMENTS NTH GEOTECHNICAL REPORT AND
I RECOMMENDATIONS PRIOR TO CONSTRUCTION.
CALL 48 HOURS BEFORE DIGGING:
GOPHER STATE ONE CALL
TWIN CITY AREA (651)454-0002
MINNESOTA TOLL FREE 1-800-252-1166
STORM WATER POLLUTION PREVENTION PLAN NOTES:
1. GRADING CONTRACTOR SHALL VERIFY UOCAT1ONS AND ELEVATIONS OF ALL
UNDERGROUND UTILITIES WMA THE RESPECTIVE UMUTY COMPANIESPRIOR TO CONS1RUCTON.
2- ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND
SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE. SEDIMENTAION BASINS
OR TEMPORARY SEDIMENT TRAPS. SHAI__ BE CONSTRUCTED AND SERVICEABLE
IN THE FOLLOWING ORDM:
A ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEET
B_ SILT FENCE.
C. TEMPORARY CULVERTS.
M TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES.
F STORM WATER POND CONSTRUCTION.
F COMMON EXCAVA-TION AND EMBANKMENT (GRADING
G. SEED AND MULCH OR SOD.
H. BIO-ROILL BARRIERS IN FINISHED GRADED AREAS.
1. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK.
3. GRADING CONTRACTOR SHALL PROVIDE AND MA NTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE
IN
NTH CITY AND NPDES PHASE 11 PERMITTING REQUIREMENTS AS WELL AS EROSION CONTROL MEASURES AS
MAY BE SHOWN ON THESE PLANS OR SPECIFICAMONS- GRADNG CONTRACTOR SHALL IMPLEMENT ANY
ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED TO PROTECT ADJACENT PROPERTY.
4. ALL EROSION CONTROL FACIUMES SHAUL BE MAINTAINED BY THE
CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACIUMES WHICH
ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS
SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE
ENGINEER- THE GRADING CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY
DISTURBED AREA IN ACCORDANCE WTH THESE PLANS AND SPECIFICATIONS.
5. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT
CERTIFICATON OF ALL CONTROLLED FILLS WILL BE FURNISHED M THE OWNER
DURING AND UPON COMPLETION OF THE PROJECT.
6. ALL DISTURBED AREAS. EXCEPT AREAS TO BE� PAVED AND OR SPECIFICALLY DESIGNED BY A LANDSCAPE
PLAN. SHALL BE COVERED WTH A MINIMUM 4 OF TOP &L. ALL DISTURBED AREAS SHALL BE SEMM
& MULCHED AT THE PRESCRIBED RATES WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED.
SEED MIX: MNDOT NO. 508 50#/ACRE
MULCH TYPE 1 2 TONsACRE �DISK ANCHORM4
FERTILIZER: 150#/ACRE RATE APPLI AMON 2D-10-1
ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSMVE SLOPE WITHIN 200 UNEAL FEET OF My
SURFACE WATER, MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR THE EXPOSED
SOIL AREAS YEAR ROUND, ACCORDING TO THE FOLLOWING TABLE OF SLOPES AND TIME FRAMES -
TYPE OF SLOPE RML (Maximum time an area can remain open when the arm is not
actiwly being worked)
STEEPER THAN 3:1 7 DAYS
10:1 TO 31 14DAYS
FLATTER THAN 101 21 DAYS
7. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVAMONS SHOWN ON THE PLAN WERE TAKEN MOM A PLAN
FURNISHED BY OMER.
8. CONTRACTORS GRADING AND EROSION CONTROL OPERAMONS SHALL TAKE PLACE WITHIN THE CONSTRILCMON UNITS.
9. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY MOM PAVED
ROADWAY SURFACES THROUGHOUT THE DURATION OF CONSTRUCTION.
10. PROMDE TEMPORARY SEDIMIENTATION BASINS AS DIRECTED BY THE ENGINEER.
11. ALL REQUIREMENTS OF THE LOCAL WATERSHED DISTRICT SHAUL BE SATISFIED PER THE APPROVED PERMIT.
12. ALL EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN AND
IMPLEMENTED IN THE FIELD AS DIRECTED BY THE ENGINEER SHALL CONFORM TO THE MPCA'S
'PROTECTING WATER QLAUTY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA'.
13. DEMATERING AND/OR BASIN DRAINING DISCHARGE SHALL BE DIRECTED TO SEDIMENTAMON BASINS
WHEREVER POSSIBLE ALL DISCHARGE POINTS SHALL BE ADMAJAMELY PROTECTED FORM EROSION &
SCOUR THROUGH USE OF APPROVED ENERGY DISSIPATION DEVICES.
14. ALL SOLD WASTE/ CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WTH MPCA
REQUIREMENM HAZAROWS MATERIALS SHAUL BE STORED/ DISPOSED OF IN COMPUANCE WITH
MPCA REGULATIONS
15. CONTRACTOR SHALL USE RAPID STABILIZATION METHODS PER MnDOT 2573 AS NEEDED DURING THE COURSE OF
THE WORK TO MA,NTA1N CONFORMANCE WIMH THE CITY AND NPDES 11 PERMIT REQUIREMENTS.
THIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STABIUZE SMALL CRIMCAL AREAS. TO
PREVENT OFF SITE SEDIMENTAMON AND/OR TO COMPLY WTH PERMIT REQUIREMENTS. THE WORK MAY BE
PREFORMED AT ANY TIME DURING THE CONTRACT AND DURING NORMAL WORKING HOURS. THIS WORK WILL BE
CONDUCTED ON SMALL AREAS THAT MAY OR MAY NOT BE ACCESSIBLE WITH NORMAL EQUIPMENT. THIS WORK
SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE MrOOT STANDARD SPECtFICATIONS.THE DETAILS SHOWN
IN THE PLAINS. AND THE FOLLOWING:
THE CONTRACTOR SHALL BE REQUIRED TO PREFORM OPERATIONS NECESSARY TO RAPIDLY STABILIZE SMALL
AREAS -TO PREVENT OFF SITE SEDIMENTATION AND/Of? TO COMPLY WTH PERMIT REQUIREMENTS. THE WORK MAY
PEP PREFORMED AT ANY TIME DURING THE CONTRACT AND DURING NORMAL WORKING HOURS, THIS WORK WILL BE
CONDUCTED ON SMA� AREAS THAT MAY OR MAY NOT BE ACCFqSMILF NTH NORMAL FWIPMENT.
THESE EFFORTS WILL BE INCIDENTAL TO THE EROSION CONTROL BID ITEM.
THERE ARE FIVE STABILIZATON METHODS APPROVED FOR THESE OPERATIONS. THESE METHODS MAY BE
CONDUCTED INDEPENDENTLY OR IN COMBINATION.
METHOD #1: APPLY TYPE 1 MULCH AND DISC ANCHOR
METHOD #2: APPLY TYPE I MULCH AND TACK WTH TYPE 5 HYDRAULIC SOIL STABILIZER
METHOD #3: HYDROSPREAD SEMFERTILIZER AND TYPE 6 HYDRAILLIC SOIL STABIUZER
METHOD #4: HAND INSTALL SEED, FERTILIZER AND EROSION CONTROL BLANKET CATEGORY 3
METHOD #5: PLACE rEOTIDCnLE AND RIP RAP CLASS 11 IN VARIOUS CONFIGURATIONS
16. CHANGE OF COVERAGE. FOR STORM WATER DISCHARGES MOM CONSTRUCTION PROJECTS WHERE THE OWNER OR
OPERATOR CHANGIES, (E.G..AN ORIGINAL DEVELOPER SELLS PORTIONS OF THE PROPERTY TO VARIOUS BUILDERS)
THE NEW OMER OR OPERATOR MUST SUBMIT A SUBDIVISION REGISTRATION WITHIN 7 DAYS OF ASSUMING
OPERAMONAL CONTROL OF THE SIM COMMENCING WORK ON THEIR PORTION OF THE SITE , OR OF THE LEGAL
TRANSFER. SALE OR CLOSING ON THE PROPERTY.
17. INDIVIDUAL SITE BUILDERS SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL NECESSARY EROSION
CONTROL MEASURES AS MAY BE REQUIRED. REQUIRED ECM'S SHALL COtISIST OF BUT NOT BE UMITm
TO THE FOLLOWING:
A. STAKED FIBER LOG ROLLS AT BACK OF ALL CURB EXCEPT AT CONSTRUCMON/DRIVIEWAY ENTRANCE.
B. SILT FENCE ON ALL DOM GRADIENT SLOPES FROM CONSTRUCTION AREA. SILT FENCE SHALL HAVE
THE BOTTOM DUG IN WITH SOIL FIRMLY COMPACTED.
C. ROCK CONSTRUCTION ENTRANCE HAVING I" TO 2" CLEAR ROCK OVER GEOTEXTILE FABRIC.
D. STREET CLEANING AS MAY 13E REQUIRED SHOULD VEHICLE TRAMNG OCCUR_
INDIVIDUAL SITE BUILDERS ARE REQUIRED TO MAINTAIN ECM*S UNTIL SUCH TME AS INDIVIDUAL
YARDS/VIEGETATION ARE Z3TABUSHED.
Is- CONTRACTOR SHALL PROVIDE A TEMPORARY SEDIMENTATION BASIN ON SITE FOR CONSTRUCTION WASH OUT USE.
TEMPORARY BASIN SHALL BE LOCATED AS TO PROIADE EASY ACCESS FOR CONSTRUCTION VEHICLES AND
CONCRETE TRUCKS AS NECESSARY.
19- INLET SEDIMENTAMON CONTROL IS TO BE PROVIDED TO ALL STORM SEWER CATCH BASINS THROUGHOUT
CONSTRUCMON. MEAS- JES APPLIED SHALL COMPLY WTH BEST MANAGEMENT PRACTICES FOR MINNESOTA AND
APPLICATIONS OF NPDES PHASE 11 AS APPROPRIATE FOR PHASE OF CONSTRUCMON.
STORM WATER POLLUTION PREVENTION PLAN
SCHEDULE OF INSTALLA11ON & MAINTENANCE
IIEM INSTALLATON INSPECTION & MAINTENANCE REMOVAL
INSPECT & MAINT. AFTER TRIBUTARY
aRICR TO COMMENCEMENT AFTER EACH RUN-OFF DRAINAGE AREA IS
SILT PENCE OF EARTHWORK OPERAMMS. EVENT. REMOVE SEDIMENTS RESTORED.
AS REQUIRED.
ROCK CONST. PRIOR TO COMMENCEMENT INSPECT REGULARLY. PRIOR TO PAVING.
ENTRANCE OF FARTHWORK OPERATIONS. MAINTAIN AS NEEDED.
OUTLET SKIMMER AFTER POND GRADING INSPECTREGULARLY. PERMANENT.
STRUCTURE IS COMPLETED. MAINTAIN AS NEEDED.
UPON COMPLETION OF INSPECT & MAINTAIN
RIP -RAP & POND GRADING, CONC. AT LEAST ANNUALLY PERMANENT.
FILTER SWALE CONST. AND AND AFTER HEAVY
OUTLET INSTALLATION. RAINFALL EVENTS.
INSPECT & MAINTAIN
DETENTION POND DURING EARTHWORK AFTER HEAVY RAINFALL PERMANENT.
OPERATIONS. EVENTS. REMOVE
SEDIMENTS AS NEEDED.
INSPECT & MAINTAIN NO REMOVAL
SEED & MULCH AFTER FINAL GRADING AFTER HEAVY RAINS. NECESSARY.
OPERAMONS_ REPLACE WASH-OUT
AREAS IMMEDIATELY.
INLET PROTECTION UPON INLET CONSTRUCTION WHEN CAPACITY OF BMP AFTER TRIBUTARY AREAS
MAINTENANCE IS AT 1/3 HEIGHT ARE FULLY RESTORED
NOTE: CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND
REMOVAL OF ALL APPLICABLE EROSION & SEDIMENT CONTROL ITEMS.
WIRE MESH REINFORCEMENT
(op'noNAL)
PLANS
5-20-04 PRELIMINARY
ENGINEERING FABRIC
METAL OR WOOD
RE—SUBMIT.
POST OR STAKE
LAYOUT COORD:
FABRIC ANCHORAGE
PLANNING MGR.
TRENCH BACKFILL WITH
DRAVANG BY-
TAMPED NATURAL SO4L
DIRECTION OF
5, 2004
RUNOFF FLOW
10953
TITLE-.
PRELIMINARY GRADING AND
DRAINAGE PLAN
:6.,INCH MINIMUM
OOMMENTS:
NOT RELEASED FOR CONSTRUCTION
SOIL-)
6 INCH MINIMUM
NOM DEPENDONG UPON CONFIGURATION. ATTACH FABRIC TO WIRE MESH WITH
HOG RINGS. STEEL POSTS WITH TIE WIRIES� OR WOOD POSTS WITH STAPLES.
TYPICAL INSTALLATION
FOR SILT FFNCE
(SECTION 6.3. MPCA'S *BEST MANAGEMENT PRACTICES')
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SCALE IN FEET
f
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MNDoT 2531 TYPE
B612 CONCRETE CURB
& GUTTER
TIP OUT GUTTER
AS NECESSARY
6" MIN.
1.5" MNDOT 2360 MV3
BITUMINOUS WEAR (MIN.)
MISIDOT 2357 TACK COAT
2.0* MNDOT 2360 LV3
BITUMINOUS NON—WEAR (MIN.)
8.0' MNDOT 3138 CLASS 5
AGGREGATE BASE (MIN.)
APPROVED SUBGRADE
PAVEMENT SECTION
NOTTO SCALE
NOTE: VERIFY PAVEMENT SECTION DESIGN AND SUBGRADE
REQUIREMENTS NTH GEOTECHNICAL REPORT AND
I RECOMMENDATIONS PRIOR TO CONSTRUCTION.
CALL 48 HOURS BEFORE DIGGING:
GOPHER STATE ONE CALL
TWIN CITY AREA (651)454-0002
MINNESOTA TOLL FREE 1-800-252-1166
STORM WATER POLLUTION PREVENTION PLAN NOTES:
1. GRADING CONTRACTOR SHALL VERIFY UOCAT1ONS AND ELEVATIONS OF ALL
UNDERGROUND UTILITIES WMA THE RESPECTIVE UMUTY COMPANIESPRIOR TO CONS1RUCTON.
2- ALL EROSION CONTROL MEASURES CALLED FOR ON THESE PLANS AND
SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE. SEDIMENTAION BASINS
OR TEMPORARY SEDIMENT TRAPS. SHAI__ BE CONSTRUCTED AND SERVICEABLE
IN THE FOLLOWING ORDM:
A ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEET
B_ SILT FENCE.
C. TEMPORARY CULVERTS.
M TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES.
F STORM WATER POND CONSTRUCTION.
F COMMON EXCAVA-TION AND EMBANKMENT (GRADING
G. SEED AND MULCH OR SOD.
H. BIO-ROILL BARRIERS IN FINISHED GRADED AREAS.
1. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK.
3. GRADING CONTRACTOR SHALL PROVIDE AND MA NTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE
IN
NTH CITY AND NPDES PHASE 11 PERMITTING REQUIREMENTS AS WELL AS EROSION CONTROL MEASURES AS
MAY BE SHOWN ON THESE PLANS OR SPECIFICAMONS- GRADNG CONTRACTOR SHALL IMPLEMENT ANY
ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED TO PROTECT ADJACENT PROPERTY.
4. ALL EROSION CONTROL FACIUMES SHAUL BE MAINTAINED BY THE
CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACIUMES WHICH
ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS
SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE
ENGINEER- THE GRADING CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY
DISTURBED AREA IN ACCORDANCE WTH THESE PLANS AND SPECIFICATIONS.
5. THE GRADING CONTRACTOR SHALL SCHEDULE THE SOILS ENGINEER SO THAT
CERTIFICATON OF ALL CONTROLLED FILLS WILL BE FURNISHED M THE OWNER
DURING AND UPON COMPLETION OF THE PROJECT.
6. ALL DISTURBED AREAS. EXCEPT AREAS TO BE� PAVED AND OR SPECIFICALLY DESIGNED BY A LANDSCAPE
PLAN. SHALL BE COVERED WTH A MINIMUM 4 OF TOP &L. ALL DISTURBED AREAS SHALL BE SEMM
& MULCHED AT THE PRESCRIBED RATES WITHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED.
SEED MIX: MNDOT NO. 508 50#/ACRE
MULCH TYPE 1 2 TONsACRE �DISK ANCHORM4
FERTILIZER: 150#/ACRE RATE APPLI AMON 2D-10-1
ALL EXPOSED SOIL AREAS WITH A CONTINUOUS POSMVE SLOPE WITHIN 200 UNEAL FEET OF My
SURFACE WATER, MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR THE EXPOSED
SOIL AREAS YEAR ROUND, ACCORDING TO THE FOLLOWING TABLE OF SLOPES AND TIME FRAMES -
TYPE OF SLOPE RML (Maximum time an area can remain open when the arm is not
actiwly being worked)
STEEPER THAN 3:1 7 DAYS
10:1 TO 31 14DAYS
FLATTER THAN 101 21 DAYS
7. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVAMONS SHOWN ON THE PLAN WERE TAKEN MOM A PLAN
FURNISHED BY OMER.
8. CONTRACTORS GRADING AND EROSION CONTROL OPERAMONS SHALL TAKE PLACE WITHIN THE CONSTRILCMON UNITS.
9. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY MOM PAVED
ROADWAY SURFACES THROUGHOUT THE DURATION OF CONSTRUCTION.
10. PROMDE TEMPORARY SEDIMIENTATION BASINS AS DIRECTED BY THE ENGINEER.
11. ALL REQUIREMENTS OF THE LOCAL WATERSHED DISTRICT SHAUL BE SATISFIED PER THE APPROVED PERMIT.
12. ALL EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN AND
IMPLEMENTED IN THE FIELD AS DIRECTED BY THE ENGINEER SHALL CONFORM TO THE MPCA'S
'PROTECTING WATER QLAUTY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA'.
13. DEMATERING AND/OR BASIN DRAINING DISCHARGE SHALL BE DIRECTED TO SEDIMENTAMON BASINS
WHEREVER POSSIBLE ALL DISCHARGE POINTS SHALL BE ADMAJAMELY PROTECTED FORM EROSION &
SCOUR THROUGH USE OF APPROVED ENERGY DISSIPATION DEVICES.
14. ALL SOLD WASTE/ CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WTH MPCA
REQUIREMENM HAZAROWS MATERIALS SHAUL BE STORED/ DISPOSED OF IN COMPUANCE WITH
MPCA REGULATIONS
15. CONTRACTOR SHALL USE RAPID STABILIZATION METHODS PER MnDOT 2573 AS NEEDED DURING THE COURSE OF
THE WORK TO MA,NTA1N CONFORMANCE WIMH THE CITY AND NPDES 11 PERMIT REQUIREMENTS.
THIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STABIUZE SMALL CRIMCAL AREAS. TO
PREVENT OFF SITE SEDIMENTAMON AND/OR TO COMPLY WTH PERMIT REQUIREMENTS. THE WORK MAY BE
PREFORMED AT ANY TIME DURING THE CONTRACT AND DURING NORMAL WORKING HOURS. THIS WORK WILL BE
CONDUCTED ON SMALL AREAS THAT MAY OR MAY NOT BE ACCESSIBLE WITH NORMAL EQUIPMENT. THIS WORK
SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE MrOOT STANDARD SPECtFICATIONS.THE DETAILS SHOWN
IN THE PLAINS. AND THE FOLLOWING:
THE CONTRACTOR SHALL BE REQUIRED TO PREFORM OPERATIONS NECESSARY TO RAPIDLY STABILIZE SMALL
AREAS -TO PREVENT OFF SITE SEDIMENTATION AND/Of? TO COMPLY WTH PERMIT REQUIREMENTS. THE WORK MAY
PEP PREFORMED AT ANY TIME DURING THE CONTRACT AND DURING NORMAL WORKING HOURS, THIS WORK WILL BE
CONDUCTED ON SMA� AREAS THAT MAY OR MAY NOT BE ACCFqSMILF NTH NORMAL FWIPMENT.
THESE EFFORTS WILL BE INCIDENTAL TO THE EROSION CONTROL BID ITEM.
THERE ARE FIVE STABILIZATON METHODS APPROVED FOR THESE OPERATIONS. THESE METHODS MAY BE
CONDUCTED INDEPENDENTLY OR IN COMBINATION.
METHOD #1: APPLY TYPE 1 MULCH AND DISC ANCHOR
METHOD #2: APPLY TYPE I MULCH AND TACK WTH TYPE 5 HYDRAULIC SOIL STABILIZER
METHOD #3: HYDROSPREAD SEMFERTILIZER AND TYPE 6 HYDRAILLIC SOIL STABIUZER
METHOD #4: HAND INSTALL SEED, FERTILIZER AND EROSION CONTROL BLANKET CATEGORY 3
METHOD #5: PLACE rEOTIDCnLE AND RIP RAP CLASS 11 IN VARIOUS CONFIGURATIONS
16. CHANGE OF COVERAGE. FOR STORM WATER DISCHARGES MOM CONSTRUCTION PROJECTS WHERE THE OWNER OR
OPERATOR CHANGIES, (E.G..AN ORIGINAL DEVELOPER SELLS PORTIONS OF THE PROPERTY TO VARIOUS BUILDERS)
THE NEW OMER OR OPERATOR MUST SUBMIT A SUBDIVISION REGISTRATION WITHIN 7 DAYS OF ASSUMING
OPERAMONAL CONTROL OF THE SIM COMMENCING WORK ON THEIR PORTION OF THE SITE , OR OF THE LEGAL
TRANSFER. SALE OR CLOSING ON THE PROPERTY.
17. INDIVIDUAL SITE BUILDERS SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL NECESSARY EROSION
CONTROL MEASURES AS MAY BE REQUIRED. REQUIRED ECM'S SHALL COtISIST OF BUT NOT BE UMITm
TO THE FOLLOWING:
A. STAKED FIBER LOG ROLLS AT BACK OF ALL CURB EXCEPT AT CONSTRUCMON/DRIVIEWAY ENTRANCE.
B. SILT FENCE ON ALL DOM GRADIENT SLOPES FROM CONSTRUCTION AREA. SILT FENCE SHALL HAVE
THE BOTTOM DUG IN WITH SOIL FIRMLY COMPACTED.
C. ROCK CONSTRUCTION ENTRANCE HAVING I" TO 2" CLEAR ROCK OVER GEOTEXTILE FABRIC.
D. STREET CLEANING AS MAY 13E REQUIRED SHOULD VEHICLE TRAMNG OCCUR_
INDIVIDUAL SITE BUILDERS ARE REQUIRED TO MAINTAIN ECM*S UNTIL SUCH TME AS INDIVIDUAL
YARDS/VIEGETATION ARE Z3TABUSHED.
Is- CONTRACTOR SHALL PROVIDE A TEMPORARY SEDIMENTATION BASIN ON SITE FOR CONSTRUCTION WASH OUT USE.
TEMPORARY BASIN SHALL BE LOCATED AS TO PROIADE EASY ACCESS FOR CONSTRUCTION VEHICLES AND
CONCRETE TRUCKS AS NECESSARY.
19- INLET SEDIMENTAMON CONTROL IS TO BE PROVIDED TO ALL STORM SEWER CATCH BASINS THROUGHOUT
CONSTRUCMON. MEAS- JES APPLIED SHALL COMPLY WTH BEST MANAGEMENT PRACTICES FOR MINNESOTA AND
APPLICATIONS OF NPDES PHASE 11 AS APPROPRIATE FOR PHASE OF CONSTRUCMON.
STORM WATER POLLUTION PREVENTION PLAN
SCHEDULE OF INSTALLA11ON & MAINTENANCE
IIEM INSTALLATON INSPECTION & MAINTENANCE REMOVAL
INSPECT & MAINT. AFTER TRIBUTARY
aRICR TO COMMENCEMENT AFTER EACH RUN-OFF DRAINAGE AREA IS
SILT PENCE OF EARTHWORK OPERAMMS. EVENT. REMOVE SEDIMENTS RESTORED.
AS REQUIRED.
ROCK CONST. PRIOR TO COMMENCEMENT INSPECT REGULARLY. PRIOR TO PAVING.
ENTRANCE OF FARTHWORK OPERATIONS. MAINTAIN AS NEEDED.
OUTLET SKIMMER AFTER POND GRADING INSPECTREGULARLY. PERMANENT.
STRUCTURE IS COMPLETED. MAINTAIN AS NEEDED.
UPON COMPLETION OF INSPECT & MAINTAIN
RIP -RAP & POND GRADING, CONC. AT LEAST ANNUALLY PERMANENT.
FILTER SWALE CONST. AND AND AFTER HEAVY
OUTLET INSTALLATION. RAINFALL EVENTS.
INSPECT & MAINTAIN
DETENTION POND DURING EARTHWORK AFTER HEAVY RAINFALL PERMANENT.
OPERATIONS. EVENTS. REMOVE
SEDIMENTS AS NEEDED.
INSPECT & MAINTAIN NO REMOVAL
SEED & MULCH AFTER FINAL GRADING AFTER HEAVY RAINS. NECESSARY.
OPERAMONS_ REPLACE WASH-OUT
AREAS IMMEDIATELY.
INLET PROTECTION UPON INLET CONSTRUCTION WHEN CAPACITY OF BMP AFTER TRIBUTARY AREAS
MAINTENANCE IS AT 1/3 HEIGHT ARE FULLY RESTORED
NOTE: CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND
REMOVAL OF ALL APPLICABLE EROSION & SEDIMENT CONTROL ITEMS.
WIRE MESH REINFORCEMENT
(op'noNAL)
PLANS
5-20-04 PRELIMINARY
ENGINEERING FABRIC
METAL OR WOOD
RE—SUBMIT.
POST OR STAKE
LAYOUT COORD:
FABRIC ANCHORAGE
PLANNING MGR.
TRENCH BACKFILL WITH
DRAVANG BY-
TAMPED NATURAL SO4L
DIRECTION OF
5, 2004
RUNOFF FLOW
10953
TITLE-.
PRELIMINARY GRADING AND
DRAINAGE PLAN
:6.,INCH MINIMUM
OOMMENTS:
NOT RELEASED FOR CONSTRUCTION
SOIL-)
6 INCH MINIMUM
NOM DEPENDONG UPON CONFIGURATION. ATTACH FABRIC TO WIRE MESH WITH
HOG RINGS. STEEL POSTS WITH TIE WIRIES� OR WOOD POSTS WITH STAPLES.
TYPICAL INSTALLATION
FOR SILT FFNCE
(SECTION 6.3. MPCA'S *BEST MANAGEMENT PRACTICES')
A 6 1 in
"Mm
2= MEOWHI ROAD
SOUTIfIlUs MOM 48086
(248) 936-M98 Ph.
(248) 936-8199 Fax
CONSULTANT -
Anderson Engineering
of
Minnesota, LLC
C I V I L E N G I N E E R I N G
& LAND SURVEYING
13400 lCth AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
333 Washington Ave. N
Suite #210
Minneapolis, MN 55401
Ph. (612) 676-2700
STORE NUMBER: 1747
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
EIFAR CREEK CAPITAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI. OH10 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY
PLANS
5-20-04 PRELIMINARY
PLANS
6-24-04 PLAN. COMM.
RE—SUBMIT.
LAYOUT COORD:
MTJ
PLANNING MGR.
RAF
DRAVANG BY-
PSH
DATE- MAY
5, 2004
JOB NUMBER:
10953
TITLE-.
PRELIMINARY GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-3
OOMMENTS:
NOT RELEASED FOR CONSTRUCTION
10?�965'b
WE
9,JOUC \4\GWMp'-� )
14IG
STAT
G �' �' S S
Ay No * 5
U) 11
0) - N
ui 4
LFA -
0 15 .30 60
SCALE IN FEET
252007EIEGRAPH ROAD
SWIWELD, MICHIGM 48M
(248) 936-8198 Ph.
(248) 936-IR1199 Fm
CONSULTANT -
Anderson Engineering
of
Minnesota, LLC
C I V I L E N G I N E E R I N G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
� ft�-JILJ�Ll
333 Washington Ave. N
Suite #210
Minneapolis, MN 55401
Ph. (612) 676-2700
CVS/
rp--%
1191hammmy
STORE NUMBER. 1747
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
1w
BE 3ITAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI, OHIO 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY
PLANS
Ole
PLANS
6-24-04 PLAN. COMM.
RE -SUBMIT.
U) 11
0) - N
ui 4
LFA -
0 15 .30 60
SCALE IN FEET
252007EIEGRAPH ROAD
SWIWELD, MICHIGM 48M
(248) 936-8198 Ph.
(248) 936-IR1199 Fm
CONSULTANT -
Anderson Engineering
of
Minnesota, LLC
C I V I L E N G I N E E R I N G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
� ft�-JILJ�Ll
333 Washington Ave. N
Suite #210
Minneapolis, MN 55401
Ph. (612) 676-2700
CVS/
rp--%
1191hammmy
STORE NUMBER. 1747
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
1w
BE 3ITAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI, OHIO 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY
PLANS
5-20-04 PRELIMINARY
PLANS
6-24-04 PLAN. COMM.
RE -SUBMIT.
LAYOUT COORID.
MTJ
PLANNING MGR.
RAF
DRAIIIIIING BY.
PSH
DATE. MAY
5, 2004
JOB NUMBER.
10953
TInE.
PRELIMINARY UTILITY PLAN
SHEET NUMBER:
C-4
COMMENTS -
NOT RELEASED FOR CONSTRUC71ON
a
9
STORM WATER POLLUTION PREVENTION PLAN NOTES:
1. GRADING CONTRACTOR SHAILIL VERIFY LOCATIONS AND ELEVATION$ OF ALL
UNDERGROUND UTILITIES WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION.
2. ALL EROSION CONTROL MEASURES CALLED FOR ON T14ESE PLANS AND
SPECIFICATIONS, WHICH MAY INCLUDE SILT FENCE SEDIMENTATION BASINS
OR TEMPORARY SEDIMENT MAPS, SHALL BE CONSTRUCTED AND SERVICEABLE
IN THE FOLLOWING ORDER:
A- ROCK CONSTRUCTION ENTRANCES A MINIMUM OF 50 FEET.
B. SILT FENCE
C. ToAPORARY CULVERTS.
D. TEMPORARY SEDIMENTATION BASINS AND OUTFALL FACILITIES.
E. STORM WATER POND CONSTRUCTION.
F. COMMON EXCAVATION AND EMBANKMENT (rRADING
G. SEED AND MULCH OR SOD.
H. BIO—ROLL BARRIERS IN FINISHED GRADED AREAS.
1. INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEWER WORK.
3. GRADING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION CONTROL MEASURES IN ACCORDANCE
NTH CITY AND NPDES PHASE 11 PERMITTING REQUIREMENTS AS YELL AS EROSION CONTROL MEASURES AS
MAY BE SHOWN ON THESE PLANS OR SPECIFICATIONS. GRADING CONTRACTOR SHALL IMPLEMENT ANY
ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED TO PROTECT ADJACENT PROPERTY.
4. ALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED By THE
CONTRACTOR DURING GRADING OPERATIONS. ANY TEMPORARY FACILITIES INHICH
ARE TO BE REWOVIED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS
SHALL BE REMOVED BY THE GRADING CONTRACTOR MEN DIRECTED BY THE
ENGINEER. THE GRADING CONTRACTOR SHALL THEN RESTORE THE SUBSEQUENTLY
DISTURBED AREA IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.
5- THE GRADING CONTRACTOR SHALL SCHEDULE ME SOILS ENGINEER SO THAT
CERTIFICATION OF ALL CONTROLLED FILLS IMLIL BE FURNISHED TO THE OMER
DURING AND UPON COMPLETION OF THE PROJECT.
6. ALL DISTURBED AREAS EXCEPT AREAS TO BE�PAVED AND OR SPECIFICALLY DESIGNED BY A LANDSCAPE
PLAN. SHALL 13E C&EMD WITH A MINIMUM 4 OF TOP S9L ALL DIMR13ED AREAS SHALL BE SEEDED
& MULCHED AT THE PRESCRIBED RATES WTHIN 72 HOURS OF FINAL GRADING UNLESS OTHERWISE NOTED.
&FFD mix MNDOT NO. 50B 50#/ACRE
MULCH rfPE 1 2 TONS/ACRE (DISK ANCHORED
FERTILIZER: 150#/ACRE RATE OF APPLICATION 20-10-11
ALL EXPOSED SOIL AREAS WTH A CONTINUOUS POSITIVE SLOPE WITHIN 200 UNEAL FEET OF ANY
SURFACE WATER, MUST HAVE TEMPORARY EROSION PROTECTION OR PERMANENT COVER FOR THE EXPOSED
SOIL AREAS YEAR ROUND, ACCORDING TO THE FOLLOWING TABLE OF SLOPES AND TIME FRAMES.
TYPE OF S1 OPF IML (MaAnnu. Unne an �a can rennoin open when ff�e or" is not
actively Wng worKed)
STEEPER THAN 11 7 DAYS
10:1 TO ��.l 14 DAYS
FLATTER THAN 10.1 21 DAYS
7. ME EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS SHOWN ON THE PLAN WERE TAKEN Mom A PUN
FURNISHED BY OWNER.
B. CONTRACTORS GRADING AND EROSION CONTROL OPERATIONS SHALL TAKE PLACE WITHIN THE CONSTRUCTION LIMITS.
9. IT IS REQUIRED THAT SOILS TRACKED FROM THE SITE BY MOTOR VEHICLES BE CLEANED DAILY FROM PAVED
ROADWAY SURFACES THROUGHOUT THE DURATION OF CONSTRUCTION.
10. PROVIDE TEMPORARY SEDIMENTATION BASINS AS DIRECTED BY THE ENGINEER.
11. ALL REQUIREMENTS OF THE LOCAL WATERSHED DISTFtICT SHALL BE SATISFIED PER THE APPROVED PERMIT.
12. ALL EROSION & SEDIMENT CONTROL MEASURES SHOWN ON THIS PLAN AND
IMPLEMENTED IN THE FIELD AS DIRECTED BY THE ENGINEER SHALL CONFORM TO THE MPCA'S
'PROTECTING WATER OUAJTY IN URBAN AREAS. BEST MANAGEMENT PRACTICES FOR MINNESOTA'.
13. DENATERING AND/OR BASIN DRAINING DISCHARGE SHALL, BE DIRECTED TO SEDIMENTATION BASINS
WHEREVER POSSIBLE. ALL DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FORM EROSION &
SCOUR THROUGH USE OF APPROVED ENERGY DISSIPATION DEVICES.
14. ALIL SOLID WASTE/ CONETRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WTH MPCA
REQUIREMENTS. HAZARDOUS MATERIALS SHALI_ BE STORED/ DISPOSED OF IN COMPLIANCE WTH
MPCA REGULATIONS
15. CONTRACTOR SHALL USE RAPID STABIUZATON METHODS PER MnDOT 2573 AS NEEDED DURING THE COURSE OF
THE WORK TO MAINTAIN CONFORMANCE NTI1 THE CITY AND NPDES I PERMIT REQUIREMENTS.
THIS WORK SHALL CONSIST OF OPERATIONS NECESSARY TO RAPIDLY STABILIZE WALL CRITICAL AREAS. TO
PREVENT OFF SITE SEDIMENTATION ANI TO COMPLY WTH PERMIT REQUIREMENTS. ME WORK MAY BE
PREFORMED AT ANY TIME DURING THE CONTRACT AND DURING NORMAL WORKING HOURS. THIS WORK WILL BE
CONDUCTED ON SMALL AREAS THAT MAY OR MAY NOT BE ACCESSIBLE WITH NORMAL EQUIPMENT. THIS WORK
SHALL BE DONE IN ACCORDANCE WITH THE APPUCABLE MnDOT STANDARD SPECIFICATIONS.THE DETAILS SHOW
IN THE PLANS. AND THE FOLLOMNG:
THESE EFFORTS WILL BE INCIDENTAL TO THE EROSION CONTROL BID ITEM.
THERE ME FIVE STABIUZAIION METHODS APPROVED FOR THESE OPERATIONS. THESE METHODS MAY BE
CONDUCTED INDEPENDENTLY OR IN COMBINATION.
METHOD #1: APPLY TYPE 1 MULCH AND DISC ANCHOR
METHOD #2: APPLY TYPE I MULCH AND TACK WITH TYPE 5 HYDRAULIC SOIL STABILIZER
METHOD #3: HYDROSPREAD SEED.FERTIUZER AND TYPE 6 HYDRAULIC SOIL STABILIZER
METHOD #4. HAND INSTALL SEED, FERTILIZER AND EROSION CONTROL BLANKET CATEGORY 3
METHOD #5: PLACE GEOTEXTILE AND RIP RAP CLASS 11 IN VARIOUS CONFIGURATIONS
16. CHANGE OF COVERAGE FOR STORM WATER DISCHARGES FROM CONSTRUCTION PROJECTS WERE ME OMER OR
OPERATOR CHANGES, (E.G.,AN ORIGINAL DEVELOPER SELLS PORTIONS OF THE PROPERTY TO VARIOUS BUILDERS)
THE NEW OWNER OR OPERATOR MUST SUBMIT A SUBDIVISION REGISTRATION WITHIN 7 DAYS OF ASSUMING
OPERATIONAL CONTROL OF T14E SITE, COMMENCING WORK ON THEIR PORTION OF THE SITE , OR OF THE LEGAL
TRANSFER, SALE OR CLOSING ON ME PROPERTY.
17. INDIVIDUAL SITE BUILDERS SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL NECESSARY EROSION
CONTROL MEASURES AS MAY BE REWIRED. REQUIRED ECM'S SHALL CONSIST OF BUT NOT BE umrrED
TO THE FOLLOWING:
A. STAKED FIBER LOG ROLLS AT BACK OF ALL CURB EXCEPT AT CONSTRUCTION/DRIVEWAY ENTRANCE.
S. SILT FENCE ON ALL DOM GRADIENT SLOPES MOM CONSTRUCTION AREA. SILT FENCE SHALL. HAVE
THE BOTTOM DUG IN WITH SOIL FIRMLY COMPACTED.
C. ROCK CONSTRUCTION ENTRANCE HAVING I" TO 2' CLEAR RCC*( OVER GEOTEXTILE FABRIC.
D. STREET CLEANING AS MAY BE REQUIRED SHOULD VEHICLE TRACKING OCCUR.
INDIVIDUAL SITE BUILDERS ARE REQUIRED TO MAINTAIN ECM'S UNTIL SUCH TIME AS INDIVIDUAL
YARDS/VEGETATION ARE ESTABUSHED.
IS. CONTRACTOR SHALL PROVIDE A TEMPORARY SEDIMENTATION BASIN ON SITE FOR CONSTRUCTION WASH OUT USE.
TEMPORARY BASIN SHALL BE LOCATED AS TO PROVIDE EASY ACCESS FOR CONSTRUCIION VEHICLES AND
CONCRETE TRUCKS AS NFESSARY.
19. INLET SEDIMENTATION COKMOL IS TO BE PROVIDED TO ALL STORM SEWER CATCH BASINS THROUGHOUT
CONSTRUCTION. MEASURES APPLIED SHALL COMPLY WITH BEST MANAGEMENT PRACTICES FOR MINNESOTA AND
APPLICATIONS OF NPDES PHASE 11 AS APPROPRIATE FOR PHASE OF CONSTRUCTION.
0 25 50 100
MNDOT 2531 TYPE
SEED & MULCH
AFTER FINAL GRADING
INSPECT & MAINTAIN
AFTER HEAVY RAINS.
NO REMOVAL
t
METAL OR WOOD
OPERATIONS.
REPLACE WASH—OUT
NECESSARY.
& GUTTER
I
SCHEDULE OF INSTALLATION & MAINTENANCE
AREAS IMMEDIATELY.
TAMPED NATURAL SOL
INLET PROTECTION
LIER INSTALLATION INSPECTION & MAINTENANCE REMOVA
MEN CAPACITY OF BMP
AFTER TRIBUTARY AREAS
MAINTENANCE
IS AT 1/3 HEIGHT
ARE FULLY RESTORED
6 INCH LOS"
NOTE., DEPENDING UPON CONFIGURATION. ATTACH FABRIC To WIRE MESH WITH
HOG RINGS. STEEL POSTS NTH TEE WIRES, OR WOOD POSTS WITH STAPLE&
TYPICAL INSTALLATION
PRIOR TO COMMENCEMENT AFTER EACH RUN—OFF DRAINAGE AREA IS
SILT FENCE
(SECTION 6.3. MPCA*S BES, MANAGEMENT PRACTICES')
OF EARTHWORK OPERATIONS. EVENT. REMOVE SEDIMENTS RESTORED.
AS REQUIRED.
ROCK CONST. PRIOR TO COMMENCEMENT INSPECT REGULARLY. PRIOR TO PAVING.
ENTRANCE OF EARTHWORK OPERATIONS. MAINTAIN AS NEEDED.
Q
OUTLET SKIMMER AFTER POND GRADING INSPECT REGULARLY. PERMANENT.
STRUCTURE IS COMPLETED. MAINTAIN AS NEEDED.
UPON COMPUEnON OF INSPECT & MAINTAIN
IP
R —RAP & POND GRADING. CONIC. AT LEAST ANNUALLY PERMANENT.
FILTER SWALE CONST. AND AND AFTER HEAVY
W2 5 OUTLET INSTALLATION. RAINFALL EVENTS.
986 INSPECT & MAINTAIN
�967 DETENTON POND DURING EARTHWORK AFTER HEAVY RAINFALL PERMANENT.
OPERATIONS. EVENTS. REMOVE
SEDIMENTS AS NEEDED.
0 25 50 100
MNDOT 2531 TYPE
SEED & MULCH
AFTER FINAL GRADING
INSPECT & MAINTAIN
AFTER HEAVY RAINS.
NO REMOVAL
B612 CONCRETE CU
METAL OR WOOD
OPERATIONS.
REPLACE WASH—OUT
NECESSARY.
& GUTTER
I
FABRIC ANCHORAGE
AREAS IMMEDIATELY.
TAMPED NATURAL SOL
INLET PROTECTION
UPON INLET CONSTRUCTION
MEN CAPACITY OF BMP
AFTER TRIBUTARY AREAS
MAINTENANCE
IS AT 1/3 HEIGHT
ARE FULLY RESTORED
TIP OUT GUTTER ;7��
AS NECESSARY . ;: .. . NOTE: CONTRACTOR IS RESPONSIBLE FOR INSTALLATION, MAINTENANCE AND
: ..- :0 6" MIN. REMOVAL OF ALL APPLICABLE EROSION & SEDIMENT CONTROL ITEMS.
1.5' MNDOT 2360 MV3
BITUMINOUS WEAR (MIN.)
MNDOT 2357 TACK COAT
2.0" MNDOT 2360 LV3
BITUMINOUS NON—WEAR (MIN.)
8.0" MNDOT 3138 CLASS 5
AGGREGATE BASE (MIN.)
APPROVED SUBGRADE
PAVEMENT SECTION
NOT TO SCALE
NOTE: VERIFY PAVEMENT SEC11ON DESIGN AND SUBGRADE
REQUIREMENTS WITH GEOTECHNICAL REPORT AND
RECOMMENDATIONS PRIOR TO CONSTRUCTION.
CALL 48 HOURS BEFORE DIGGING:
GOPHER STATE ONE CALL
TWIN CITY AREA (651)454-0002
MINNESOTA TOLL FREE 1-800-252-1166
"RE MESH REINFORCEMENT
(OPTIONAL)
ENGINEERING FABRIC
METAL OR WOOD
POST OR STAKE
FABRIC ANCHORAGE
TRENCH BACKFILL NTH
TAMPED NATURAL SOL
OF
FLOW
j,
6 INCH LOS"
NOTE., DEPENDING UPON CONFIGURATION. ATTACH FABRIC To WIRE MESH WITH
HOG RINGS. STEEL POSTS NTH TEE WIRES, OR WOOD POSTS WITH STAPLE&
TYPICAL INSTALLATION
FOR SILT FFNCE
(SECTION 6.3. MPCA*S BES, MANAGEMENT PRACTICES')
2= REGIMM ROAD
SIDUNMD, MOM 48086
�(248 936—M98 Ph.
2'481 936-8199 Fox
Anderson Engineering
of
Minnesota,, LLC
C I V I L E N G I N E E R I N G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
P
333 Washington Ave. N
Suite #210
Minneapolis, MN 55401
Ph. (612) 676-2700
CVS/
phImmacy
STORE NUMBER.
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
BEAR CREEK CAPITAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI, OHIO 45z42
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY PLANS
5-20-04 PRELIMINARY PLANS
6-24-04 PLAN. COMM. RE—SUBMIT.
LAYOUT COORD: MTJ
PLANNING MGR. RAF
DRAVANG BY- PSH
DATE- MAY 5, 2004
JOB NUMBER: 10953
TITLE:
PRELIMINARY GRADING AND
DRAINAGE PLAN
SNEET NUMBER:
C-5
COMMENTS -
NOT RELEASED FOR OONSTRUCTION
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CONSULTANT:
Anderson Engineering
of
Minnesota, LLC
C I V I L E N G I N E E R 1 N G
& LAND SURVEYING
1a4OO 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
DJRAF:bCHrMCTUFM NIM
333 Washington Ave. N
Suite #210
Minneapolis, MIN 55401
Ph. (612) 676-2700
CVS/
rw_�% GOF
10) M
Lff ho)mcm
STOM NUMBER. 1747
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
[w
BE) ?JTAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNAn, OHIO 45242
TEL (513) 793-1500
REMSIONS:
5-13-04 PRELIMINARY PLANS
5-20-04 PRELIMINARY PLANS
6-24-04 PLAN. COMM. RE -SUBMIT.
LAYOUT COORD. MTJ
PLANNING MGR. RAF
DRAVANG BY. PSH
DATE.- MAY 5, 2004
JOB NUMBER: 10953
IfflIX
PRELIMINARY UTILITY PLAN
SHEET NUMBER.
C-6
COMMENT&
NOT RELEASED FOR CONSTRUCTION
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211
CONSULTANT:
Anderson Engineering
of
Minnesota, LLC
C I V I L E N G I N E E R 1 N G
& LAND SURVEYING
1a4OO 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
DJRAF:bCHrMCTUFM NIM
333 Washington Ave. N
Suite #210
Minneapolis, MIN 55401
Ph. (612) 676-2700
CVS/
rw_�% GOF
10) M
Lff ho)mcm
STOM NUMBER. 1747
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
[w
BE) ?JTAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNAn, OHIO 45242
TEL (513) 793-1500
REMSIONS:
5-13-04 PRELIMINARY PLANS
5-20-04 PRELIMINARY PLANS
6-24-04 PLAN. COMM. RE -SUBMIT.
LAYOUT COORD. MTJ
PLANNING MGR. RAF
DRAVANG BY. PSH
DATE.- MAY 5, 2004
JOB NUMBER: 10953
IfflIX
PRELIMINARY UTILITY PLAN
SHEET NUMBER.
C-6
COMMENT&
NOT RELEASED FOR CONSTRUCTION
01
M,
OG0 111014
STATE
0-
101
7-
V11 k wlt-� -I,
,� wcw'� -
6 ". Layer a
woodchip n
Undisturbt
compacts
PROPOSED SHRUB PLANTING - HEDGE
E�� ROCK MULCH/EDGER/LANDSCAPE FABRIC
1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREA SHALL BE SOD.
INSTALL AS SPECIFIED.
2. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE
"AMERICAN STANDARD FOR NURSERY STOCK," AMERICAN ASSOCIATION OF
NURSERYMEN. NO SUBSTITUTION OF SIZE OR GRADE SHALL BE PERMITTED
WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT.
3. UNLESS SPECIFIED ON PLAN, ALL PLANTS TO BE INSTALLED PER
PLANTING DETAIL.
4. PER PLAN, USE 1 1/2" WASHED RIVER ROCK MULCH IN PLANTING AREAS
DESIGNATED "ROCK MULCH" ; 3" OVER LANDSCAPE FABRIC.
5. ANNUAL/PERENNIAL PLANTING AREAS PER OWNER.
6. COMPLETE LAWN AND SHRUB IRRIGATION SYSTEM TO BE DESIGNED AND
INSTALLED BY THE CONTRACTOR.
QTY
ID
COMMON NAME
BOTANICAL NAME
SIZE
MTHD
REMARKS
PROPOSED EVERGREEN TREE
RM
RED MAPLE
A. RUBRUM
3.5"
BB
RAF
5
PROPOSED DECIDUOUS TREE
MARSHALS SEEDLESS ASH
F. PENNSYLVANICA
3.5*
PLANT SPECIES - ID
min. larger than boll,
7
HL
SIM
G. TRIACANTHOS INERMIS
3.5"
BB
7
RO
RED OAK
QUANTITY
OG0 111014
STATE
0-
101
7-
V11 k wlt-� -I,
,� wcw'� -
6 ". Layer a
woodchip n
Undisturbt
compacts
PROPOSED SHRUB PLANTING - HEDGE
E�� ROCK MULCH/EDGER/LANDSCAPE FABRIC
1. UNLESS OTHERWISE NOTED, ALL DISTURBED AREA SHALL BE SOD.
INSTALL AS SPECIFIED.
2. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE
"AMERICAN STANDARD FOR NURSERY STOCK," AMERICAN ASSOCIATION OF
NURSERYMEN. NO SUBSTITUTION OF SIZE OR GRADE SHALL BE PERMITTED
WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE LANDSCAPE ARCHITECT.
3. UNLESS SPECIFIED ON PLAN, ALL PLANTS TO BE INSTALLED PER
PLANTING DETAIL.
4. PER PLAN, USE 1 1/2" WASHED RIVER ROCK MULCH IN PLANTING AREAS
DESIGNATED "ROCK MULCH" ; 3" OVER LANDSCAPE FABRIC.
5. ANNUAL/PERENNIAL PLANTING AREAS PER OWNER.
6. COMPLETE LAWN AND SHRUB IRRIGATION SYSTEM TO BE DESIGNED AND
INSTALLED BY THE CONTRACTOR.
QTY
ID
COMMON NAME
BOTANICAL NAME
SIZE
MTHD
REMARKS
6
RM
RED MAPLE
A. RUBRUM
3.5"
BB
RAF
5
GA
MARSHALS SEEDLESS ASH
F. PENNSYLVANICA
3.5*
BB
min. larger than boll,
7
HL
HONEYLOCUST
G. TRIACANTHOS INERMIS
3.5"
BB
7
RO
RED OAK
Q. RUBRA
3.5*
BB
9.
7
GA
MARSHALS SEEDLESS ASH
F. PENNSYLVANICA
3.50
BB
12
BF
BALSAM FIR
A. BALSAMEA
3.5*
BB
5
GA
BLACK HILL SPRUCE
P. GLAUCA
3.5*
BB
3
SS
SPRING SNOW CRABAPPLE
MAWS sp
2.0"
BB
3
PS
PINK SPIRES CRABAPPLE
MALUS sp
2.0*
BB
76
AC
ALPINE CURRANT
R. ALPINUM
#5
CONT
21
AJ
ARCADIA JUNIPER
J. SABINA
#5
CONT
10
WC
WILTON CARPET JUNIPER
J. HORIZONTAUS
#5
CONT
14
SB
SERMCEBERRY
A. ALNIFOLIA
#5
1 CONT
No Scale
)ber hose collars
Ga. wire - 3 @ 120r
wval
nting saucer
-d barrier
4"x24" wood stake
nting soil
to 12" planting
(ture as specified.
1 . Provide and install plant
5.
Place mulch to form
materials that meet specifications
5-20-04 PRELIMINARY
saucer to hold water.
and are of the size type
RE -SUBMIT.
and species given in plant
6.
Remove top 1/3 of
schedule or shown on the plans.
RAF
burlap from rootball.
2. Remove dead or damaged
7.
Dig plant hole 2'-0"
branches. Retain the natural
10953
min. larger than boll,
form of the shrub-
all sides.
3. Place weed barrier.
8.
Backfill with planting
soil.
4. Place 6" loyer (After
settlement) of shredded
9.
Scarify bottom of
hardwood bark mulch or
planting hole.
as specified otherwise.
CONIFEROUS TREE
PLANTING DETAIL
Soil Dike
6" Woodchip Mulch -
No Scale
1. Provide and install plant
materials that meet specifications
and are of the size type
and species given in plant
schedule or shown on the plans.
2. Remove dead or damaged
branches. Retain the natural
form of the shrub.
3. Place weed barrier.
4. Place 6" layer (After
settlement) of shredded
hardwood bark mulch or
as specified otherwise.
Barrier
Planting soil
6" to 12" plant'
mixture as specilWied.
5. Place mulch to form
saucer to hold water.
6. Dig plant hole 12"
min. larger than boll,
all sides.
7. Backfill with planting
soil.
8. Scarify bottom of
planting hole.
SHRUB PLANTING DETAIL
Protective Wrapping
Two-ply asholt
cemented crepe paper
Soil Dike -
6" Woodchip Mulch ,
No Scale
1. Provide and install plant
materials that meet specifications
and are of the size type
and species given in plant
schedule or shown on the plans.
2. Remove dead or damaged
branches. Retain the natural
form of the tree.
3. Place weed barrier.
4. Place 6" layer (After
settlement) of shredded
hardwood bark mulch or
as specified otherwise.
Twisted double stranded
14 Gauge wire.
S' Steel fence post
notched or drilled to
retain guy wires. 3 ea.
Reinforced rubber
hose section.
Weed Barrier
Planting soil
6" to 12" planting mixture
as specified . .
5. Place mulch to form
saucer to hold water.
6. Remove top 1/3 of
burlap from rootball.
7. Dig plant hole 2'-0"
min. larger than boll,
all sides.
B. Backfill with planting
soil.
9. Scarify bottom of
planting hole.
DECIDUOUS TREE PLAN'TING DETAIL
0 15 3 0 6 0
SCALE IN FEET
CALL 48 HOURS BEFORE DIGGING:
GOPHER STATE ONE CALL
TWIN CITY AREA (651)454-0002
MINNESOTA TOLL FREE 1-800-252-1166
A
NSULTMT:
Anderson Engineering
of
Minnesota, LLC
CIVIL ENGINEERIN G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH, UN 66"1
TEL (763) 383-10134 FAX (763) 383-1089
333 Washington Ave. IN
Suite #210
Minneapofis, MIN 55401
Ph. (612) 676-2700
STOM NUMBER 1747
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER -
BEAR CREEK CAPITAL
9549 MONTGOMERY ROAD Srd
FLOOR CINCINNATI, OHIO 45?42
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY
PLANS
5-20-04 PRELIMINARY
PLANS
6-24-04 PLAN. COMM.
RE -SUBMIT.
LAYOUT COORD:
MTJ
PLANNING MGIR.
RAF
DRAVANG BY-
PSH
DAM MAY
5, 2004
JOB NUMBER:
10953
TInE.
PRELIMINARY LANDSCAPE PLAN
SHEET NUMBER:
C-7
COMMENTS'
NOT RELEASED FOR CONSTRUCTION
ALTA/ ACSM LAND TITLE SURVEY
0 SURVEY FOR: BEAR CREEK CAPITAL., LLC
LEGEND PROPERTY ADDRESS: ????? Minnesota.
AUTO SPRINKLER LEGAL DESCRIPTION:
Lot 2, Block 1, GALPIN BUSINESS PARK, according to the recorded plot thereof,
CATCH BASIN Carver County, Minnesota.
Z El ECTRIC BOX C
ED Ell ECTRIC METER Together with the benefits contained in Declaration of Private Utiity Easement
filed as Document No. 314686 and in Declaration of Shared Driveway Easement
* ELECTRIC OUTLET POST A filed as Document No. 314657.
CERTIFICATION:
* GATE VALVE
GUARD POST To Chicago Title Insurance Company, Inc. and CVS Corporation:
HYDRANT This is to certify that this map or plot and the survey on which it is based
NV -961.7 were made In accordance with "Minimum Standard Detail Requirements for
0 LIGHT POLE ALTA/ACSM Land Title Surveys,* jointly established and adopted by ALTA, ACSM
o MANHOLE 4. and NSPS in 1999: and includes Items 1, 3. 4, 5. 6, 7a, 8, 10, 11 and 12 of
W 1057 Table A thereof', and pursuant to the accuracy standards (as adopted by ALTA
and ACSM and in effect on the date of this certification) of an urban survey.
MANHOLE NOT FIELD LOCATED yr rop The positional uncertainties resulting from the survey measurements made on
SEMAPHORE I T 11 M 1 0 s, the survey do not exceed the allowable positional tolerance.
SIGN Doted: ??, 2004
TELEPHONE BOX S71
TREE
3V Anderson Engineering of Minnesota, LLC
96&M 1040
N FENCE z
---GAS MAIN 21F..
—OVERHEAD WIRES
—SANITARY SEWER
-—STORM SEWER
-E —UNDERGROUND ELECTRIC
- --UNDERGROUND FIBER OPTIC
— - —UNDERGROUND TELEPHONE
-WATER MAIN
1 0 3 ' 0 6 ' 0 9(
B
SCALE I IN FEET
* DENOTES FOUND IRON MONUMENT
0 DENOTED SET IRON MONUMENT
b y:
Jack Boike
Minnesota License No. 20281
i I I DIP
CONSULTANT -
Anderson Engineering
of
Minnesota, LLC
C I V I L E N G I N E E R I N G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 3B3-10114 FAX (763) 383-1089
DJRAFtC;HrrECTUFM INC.
333 Washington Ave. N
Suite #210
Minneapolis, MN 55401
Ph. (612) 676-2700
CVS/
phamacy
STME NUMBER. 1141
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
El
BEA DITAL
9549 MONTGOIMY ROAD 3rd
FLOOR CINCINNATI, OHIO 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY
PLANS
5-20-04 PRELIMINARY
PLANS
6-24-04 PLAN. COMM.
RE—SUBMIT.
LAYOUT COORD.
MTJ
PLANNING MGR.
RAF
DRAVANG BY-
PSH
DATE. MAY
5, 2004
JOB NUMBER:
10953
TITLE-
EXIS_nNG CONDITIONS/SURVEY
SHEET' NUMBER -
C -8
COMMENTS -
NOT RELEASED FOR CONSTRUCTION
�c
z
z
y
Luminalre Schedule
Project- All Projects
Symbol
Qty
Label
Arrangement
Lumens
LLF
Description
_E1
1
B
SINGLE
115000
0.750
GSM -AM -1000 -MH -MT -AS -SG SUPER METAL HALIDE
117
2
A2
TWIN
115000
0.750
GSM -AM -l000 -MH -MT -3V -SG -HS SUPER METAL HALIDE ROT OPT
3
1
A
SINGLE
115000
0.750
GSM -AM -1000 -MH -MT -3V -SG -HS SUPER METAL HALIDE
4
OB
13
OB
SINGLE
14000
0.800
M5335T-750-11300P 175 WATTS
1118
11
WP
SINGLE
36000
0.750
MHWL-400-MT
Numeric Summary
Project, ALI Projects
Label
CaLcType
Units
Avg
Max
Min
Avg/Min
Max/Min
PtSpcLr
PtSpcTb
A
Illuminance
Fic
0.93
117
0.0
0.00
0.00
10
10
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Statistical Area Summary
Project; ALI Projects
LabeL
I Description
Avg
Max
Min
Avg/Min
Max/Min
3 FC MINIMUM AREA
1 50 FOOT PERIMETER
6.33
11.7
3.1
2.04
3.77
ARCHITECT MUST SPEC POLEI
LumInalre Location Summary
Project- At[ Projects
SeqNo
Label
X
y
z
Orient
Tilt
1
A
351.5
302
33
ISO
0
2
WP
297.5
312.5
23.5
0
0
3
WP
297.5
3525
23.5
0
0
4
OB
284
362
11.5
0
0
5
1118
287.5
366
11.5
0
0
6
OB
284
370
11.5
0
0
7
OR
280.5
366
11.5
0
0
8
OB
287.5
377
11.5
0
0
9
OB
280.5
377
11.5
0
0
10
WP
261
360.5
R3.5
90
0
11
B
219
395
33
90
0
12
WP
217
360.5
23.5
90
0
13
WIP
173
360.5
23.5
90
0
14
WP
160
354
23.5
180
0
15
WP
160
332
23.5
180
0
16
OR
156
303.5
11.5
0
0
17
A2
87.5
296
33
0
0
18
OB
158
285.5
11.5
0
0
19
OIL
158
271.5
11.5
0
0
20
OB
161.5
266.5
11.5
0
0
21
OB
166.5
262.5
11.5
0
0
22
OB
181
262.5
11.5
0
0
23
OB
199
262.5
11.5
0
0
24
A2
225.5
190.5
33
90
0
25
WP
240�5
264.5
23.5
270
0
26
WP
262.5
264.5
23.5
270
0
r7
WP
284.5
264.5
23.5
270
0
2 8
WP
297.5
272.5
23.5
0
1 0 1
0 20 40 00
SCALE IN FEET
�AC) "
F.T.717117,
2= MEMAN ROAD
SOUTHIFEID, MKHGAN 48M
(248�) 9364198 Ph.
(248) 936-IN99 Fax
CONSULTMIM
Anderson Engineering
of
Minnesota, LLC
C I V I L E N G I N E E R I N G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH. MN 55441
TEL (763) 383-1064 FAX (763) 383-1069
DJR.
333 Washington Ave. N
Suite #210
Minneapolis, MN 55401
Ph. (612) 676-2700
CVS/
phaimacy
STORE NUMBER.
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
I
BEA, ?ITAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI. OHIO 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY
PLANS
5-20-04 PRELIMINARY
PLANS
6-24-04 PLAN. COMM.
RE -SUBMIT.
LAYOUT COORD.
MTJ
PLANNING MGR.
RAF
DRAVANG BY:
PSH
DATE- MAY
5, 2004
JOB NUMBER-
10953
TITLE:
PRELIMINARY SITE LIGHTING
SHEET NUMBER:
C-9
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6/24/2004
Scale 1
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Applications Engineering
1121 Highway
74 South
770-486-4582
770-466-4599
fax
e -malt:
appilcations@cooperLIghting.com
�AC) "
F.T.717117,
2= MEMAN ROAD
SOUTHIFEID, MKHGAN 48M
(248�) 9364198 Ph.
(248) 936-IN99 Fax
CONSULTMIM
Anderson Engineering
of
Minnesota, LLC
C I V I L E N G I N E E R I N G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH. MN 55441
TEL (763) 383-1064 FAX (763) 383-1069
DJR.
333 Washington Ave. N
Suite #210
Minneapolis, MN 55401
Ph. (612) 676-2700
CVS/
phaimacy
STORE NUMBER.
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
I
BEA, ?ITAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI. OHIO 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY
PLANS
5-20-04 PRELIMINARY
PLANS
6-24-04 PLAN. COMM.
RE -SUBMIT.
LAYOUT COORD.
MTJ
PLANNING MGR.
RAF
DRAVANG BY:
PSH
DATE- MAY
5, 2004
JOB NUMBER-
10953
TITLE:
PRELIMINARY SITE LIGHTING
SHEET NUMBER:
C-9
COMMENTS -
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Anderson Engineering
of
Minnesota, LLC
C IV I L E N G IN E E R ING
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
DJR
AdICHMECTUFM9,1C.
333 Washington Ave. N
Suite #210
Minneapolis, MN 55401
Ph. (612) 676-2700
STOFE NUMBER. T747
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER
BE ?TTAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNA71, 01110 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY
PLANS
5-24-04 PRELIMINARY
PLANS
LAYOUT COORD-
MTJ
PLANNING MGR.
RAF
DRAVANG BY'
PSH
DATE MAY
5, 2004
JW NUMBER-
10953
TITLE
ELEVATIONS
��. 3319,1 �-3z
A-1
COMMENTS -
NOT RELEASED FOR CONSTRUCTION
A A
F.T.1171 I 1'.T lK
CONSULTANT -
Anderson Engineering
of
Minnesota, LLC
CIVIL ENGINEERIN G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
I m
ro ; I I �"G"q Lm— A-
333 Washington Ave. N
Suite #210
Minneapolis, MN 55401
Ph. (612) 676-2700
CVS/
phamacy
STORE NUMBER T747
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
c
BEAR CREEK CAPITAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI, OHIO 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY
PLANS
5-20-04 PRELIMINARY
PLANS
LAYOUT COORD:
MTJ
PLANNING MGR.
RAF
DRAVANG BY-
PSH
DATE. MAY
5, 2004
JOII3 NUMBER:
10953
mni.
FLOORPLAN
3 31
A-2
COMMENT&
NOT RELEASED FOR CONSTRUCTION
OWNER:
CHANHASSEN DEVELOPMENT,
1434 SALEM LANE SW
ROCHESTER, MN 55902
JEFFERY C. BROWN
(507) 252-6742
DEVELOPER:
BEAR CREEK CAPITAL
9549 MONTGOMERY ROAD
3RD FLOOR
CINCINNATI, OHIO 45242
BILL TIPPMAN
(513) 793-1500
ENGINEER:
ANDERSON ENGINEERING OF
13400 15th AVE N, SUITE B
PLYMOUTH, MN 55441
ROSS FAIRBROTHER
(763) 383-1084
ARCHITECT:
LLC
MINNESOTA, LLC
ARCADIS
25200 TELEGRAPH ROAD, P.O. BOX 5025
SOUTHFIELD, MI 48086-5025
COREEN PAUL
(248) 936-8198
4:pvii/
HIGHWAY 5 & GALPIN
BOULEVARD (Co. 19)
CHANHASSEN, MN
E
STA7-E HWY 5 SITE
9 * VSITE
3�y
PLAN INDEX SHEET
DESCRIPTION
C-1 COVER SHEET
C-2 PRELIMINARY SITE PLAN
A-1 EXTERIOR ELEVATIONS
A-2 BUILDING FLOOR PLAN
(zk
0 Q Fu
. Ctt��
crry OF
F?ECCE"�'I'VNeHA SSE, v
1)
MA Y 14 20o4
CHAIVHASSSIV PLAfVtV/jVG Dep',
25200 TELEGRAPH ROAD
SWTHFIIELD, MONGAN 48086
�4 936--8198 Ph.
2488� 936-61199 Fax
CONSULTANT-
Amdersom Elmgm'eenng
of
Mimesota, LLC
C I V I L E N G I N E E R I N G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
DJRAAC*-irMCTUFM INC.
333 W" Ave. N
Su,te 42 ITg'm
r(M) 6t;�27%035401
cvs/
nohaimacy
Lff
STORE NUMBER: xw
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
N
B& MAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI, OHIO 45242
TEL (513) 793-1590 �
REVISIONS: \ \ `-\
5-13-04 PRELIMINARY PLAN$
LAYOUT COORD: MTJ
PLANNING MGR. RAF
DRAVANG BY- PSH
DAM MAY 5, 2004
JOB NUMBER. 10953
Timz-
COVER/LOCATION
SHEET NUMBER:
C-1
NOT RELEASED FOR CONSTRUCTION
SIGNAL
INTERSECTION
I
-0-
I
CNJ
+1
LLI
0
36.8'
(D
(COD)
0� 10
(D
5. 0'
[--a- 26.0'--ml-I 18.0'
5'
iL
ENTRANCE
CANOPY
27
N
50
EXISITNG GAS/RETAIL
20.0'
15 .0' <�
I <�_
26.0'
�_ 18. 0,
PROPERTY LINE
LANDSCAPE MEDIAN
W694
__"ll 8.5'[�-
l::�
±336
35.0'
Ono
I I m nww ***#*
Fm�
os
2
ci
Lo
Li
I(D
\-NEW CONC
SIDEWALK
70' BUILDING AND
PARKING SETBACK
BERMING AND BERMING AND LANDSCAPING
LANDSCAPING 50' DRIVE ISLE
BERM IN G
L AND SCA P
A
I
SETBACK
D
G
03
6 0.6' -
8.2'
(D
_7
1 0
d
00
+1
LLJ
a_
0
AREA CACULATIONS
30' BUILDING
PLANNING MGR.
SETBACK
SITE
20' PARKING
ACRES
SETBACK
GREEN SPACE
Q
0.62
f'r
IMPERVIOUS
42,660
0.98
51.3
( —BUILDING)
w
BUILDING
13,013
0.30
0
LLJ
z
LLI
0
u
SIGNAL
INTERSECTION
I
-0-
I
CNJ
+1
LLI
0
36.8'
(D
(COD)
0� 10
(D
5. 0'
[--a- 26.0'--ml-I 18.0'
5'
iL
ENTRANCE
CANOPY
27
N
50
EXISITNG GAS/RETAIL
20.0'
15 .0' <�
I <�_
26.0'
�_ 18. 0,
PROPERTY LINE
LANDSCAPE MEDIAN
W694
__"ll 8.5'[�-
l::�
±336
35.0'
Ono
I I m nww ***#*
Fm�
os
2
ci
Lo
Li
I(D
\-NEW CONC
SIDEWALK
70' BUILDING AND
PARKING SETBACK
BERMING AND BERMING AND LANDSCAPING
LANDSCAPING 50' DRIVE ISLE
BERM IN G
L AND SCA P
A
I
SETBACK
D
G
03
6 0.6' -
8.2'
(D
_7
1 0
d
00
+1
LLJ
a_
0
AREA CACULATIONS
MTJ
PLANNING MGR.
RAF
SITE
S.F.
ACRES
%_
GREEN SPACE
27,204
0.62
33.0
IMPERVIOUS
42,660
0.98
51.3
( —BUILDING)
BUILDING
13,013
0.30
15.7
TOTAL 82,939
1.90 100
SITE SIGNAGE KEY
<D "DO NOT ENTER"
Q "ENTER"
Q "EXIT"
0 "DRIVE THRU"
Q CORPORATE PYLON
-HANDICAP PARKING"
CORPORATE MONUMENT SIGN
-STOP'
NOTE: ALL SIGNAGE TO COMPLY WITH
M.M.U.T.C.D. GUIDELINES AS DIRECTED.
EXISTING WETLAND
EDGE TO BE VERIFIED
EXTERIOR
FACE BRICK
BRICK SOLDIER
COURSE TO HAVE
1/2" OVERHANG
p0q,
.4
1%
STONE CAP W/
1" x 2" BATTEN &
CONCEALED WIND
CLIPS
8" CMU
#5 0 24 c/c GROUT
REINF CORE TYP
KEY NOTES&
(D B612 CONCRETE CURB & GUTTER (TYPICAL).
4" WIDE WHITE STRIPING FOR PARKING STALLS,
TRAFFIC LANE, AND NO PARKING AREAS. WHITE PAINT
MARKINGS FOR H.C. ACCESSIBLE SYMBOLS, TRAFFIC
ARROWS, AND TRAFFIC MESSAGE.
CONCRETE PAVING WITH CONTROL JOINTS AT MIN. 6'
O.C. AND EXPANSION JOINTS AS NECESSARY. PROVIDE
CURB RAMPS WHERE INDICATED PER DETAIL.
7 TON BITUMINOUS PAVING. (TYPICAL) SEE DETAILS
19' LIGHT POLE. LIGHTING TO BE VERIFIED
CONCRETE PAD. SEE SPECIFICATIONS.
MATCH PAVEMENT/CURBING AT EXISTING ENTRANCES.
SITE NOTES:
ZONING: COMMERCIAL P.LI.D. "GALPIN BUSINESS PARK"
LOT AREA (CVS): 1.90 AC
LOT/BUILDING COVERAGE: 15.7%
FRONT BUILDING SETBAK: 70' (HWY 5); 30' GALPIN
BLVD
FRONT PARKING SETBACK: 70' PARK/50' DRIVE (HWY
5); 20' CALPIN BLVD
PARKING:
BUILDING GROSS FLOOR AREA: 13,013 SF
RETAIL FLOOR AREA: 10,859 SF
PARKING REQUIRED: 1/200 GROSS FLOOR
AREA: 65 SPACES.
PARKING SPACES PROVIDED: 74 SPACES
HANDICAP SPACES PROVIDED: 3
2 EA 4'-6"± GATES 1.9" O.D. GALV FRAME W/
4" x 8' HIGH CEDAR SLATS ATTACHED W/ SELF
TAPPING SCREWS. PROVIDE OPAQUE SCREENING.
PROVIDE HINGES, CENTRAL CATE STOPS AND
LATCH W/ EYE FOR PADLOCK.
CONC ROOF TILE W/ 1" x 2" BATTEN &
CONCEALED WIND CLIPS
I TRASH ENCLOSURE FRONT ELEVATION
#5 0 2e c/c
ZDOWELS
#4 0 12"c/c T&B
kA\G
EQ
co\\�c 4' 0 10 20 4 1 0
TRASH ENCLOSURE SECTION
NTS SCALE IN FEET
0.11 1
I I I ell
CONSULTMT-
Amderson Eiagmeering
Of
Minnesota, LLC
CIVIL E NGINEERIN G
& LAND SURVEYING
13400 15th AVENUE NORTH. SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-10134 FAX (763) 383-1089
A1kCIIffrECTUFtE INC.
33?t ngton Ave. N
Sm Washl
e *210
hflnneapolis, MN 55401
Ph. (612) 676-2700
STOffi NUMER.
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
BFAR CREZK Wff AL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI. OHIO 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY PLANS
LAYOUT COORD.
MTJ
PLANNING MGR.
RAF
DRAVANG BY-
PSH
DATF.-
MAY 5, 2004
JOB NUMBER:
10953
TITLE -
PRELIMINARY SITE
PLAN
SHEEr NUMBER:
C-2
'x
X
T�
K,
x
x
x
<
>
>/
<
>/
I
/x
x,
>
<
H
>
<
<
X
X
<
K
>/
`x=
>1
>
1<
<
<
D�
/<
<
NJX
K\
>
<
<11
x
X,
>
x
\y\,
,
x
<
<
//
/
,
x
\\
/<
\<
'A
<
I TRASH ENCLOSURE FRONT ELEVATION
#5 0 2e c/c
ZDOWELS
#4 0 12"c/c T&B
kA\G
EQ
co\\�c 4' 0 10 20 4 1 0
TRASH ENCLOSURE SECTION
NTS SCALE IN FEET
0.11 1
I I I ell
CONSULTMT-
Amderson Eiagmeering
Of
Minnesota, LLC
CIVIL E NGINEERIN G
& LAND SURVEYING
13400 15th AVENUE NORTH. SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-10134 FAX (763) 383-1089
A1kCIIffrECTUFtE INC.
33?t ngton Ave. N
Sm Washl
e *210
hflnneapolis, MN 55401
Ph. (612) 676-2700
STOffi NUMER.
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
BFAR CREZK Wff AL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI. OHIO 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY PLANS
LAYOUT COORD.
MTJ
PLANNING MGR.
RAF
DRAVANG BY-
PSH
DATF.-
MAY 5, 2004
JOB NUMBER:
10953
TITLE -
PRELIMINARY SITE
PLAN
SHEEr NUMBER:
C-2
r4;i,e!I!I3'1rk
EXTERIOR FINISH SCHEDULE
TAG I MATERIAL / DESCRIPTION MFR. STYLE/ CAT. NO. COLOR NOTES
@ EIFS STO PREMIER SYSTEM NA01-0046 BRUSHED PEWTER SEE SPECIFICATION
EIFS STO PREMIER SYSTEM NA01-0048 CREAM SEE SPECIFICATION
EIFS STO PREMIER SYSTEM 137 SILCOLIT 1-5 SEE SPECIFICATION
EFS STO PREMIER SYSTEM 137 SILCOLIT 1.5 SEE SPECIFICATION
BRICK PINE HAL BRICK CLASSIC SERIES MORTAR COLOR — LIGHT GREY
PAINT ICI DULUX TO MATCH @
PAINT ICI DULUX TO MATCH @
PAINT ICI DULUX TYP FOR ALL PIPE BOLLARDS
ARCADIS
AAC001043
25200 TELEGRAPH ROAD
SOUTHFIELD, MICHIGAN 48086
(248) 936-8198 Ph.
(248) 936-8199 Fax
CONSULTANT:
Amdemon Elmgmeemg
Of
Mimesots, LLC
CIVIL EN GINEERIN G
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
WR.
333 Washmgton Ave. N
Suite #210
bfitraeapoliii, MN 55401
PIL (612) 676-2700
cvs/
0) Cal
STORE NUMBER. XXXX
HWY 5 & GALPIN BLVD
CHANHASSEN, MINNESOTA
DEVELOPER:
N
BFJ ?ffAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI, OHIO 45242
TEL (513) 793-1500
REVISIONS:
5-13-04 PRELIMINARY PLANS
LAYOUT COORD: MTJ
PLANNING MGR. RAF
DRAWING BY: PSH
DATE: MAY 5, 2004
JOB NUMBER: 10953
TITLE:
ELEVATIONS
SHEET NUMBER:
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
"'ok ARCADIS
hw
AAC001043
25200 TELEGRAPH ROAD
SOUTHFIELD, MICHIGAN 48086
(248) 936-8198 Ph.
(248) 936-8199 Fox
CONSULTANT:
Amderson Enginee =*9
Of
MhMeSotaq LLC
CIVIL EN GINEERING
& LAND SURVEYING
13400 15th AVENUE NORTH, SUITE B,
PLYMOUTH, MN 55441
TEL (763) 383-1084 FAX (763) 383-1089
cvs/
STORE NUMBER: 7177
EXCELSIOR BLVD & SHADY OAK RD
MINNETONKA, MINNESOTA
DEVELOPER:
N
EMA nTAL
9549 MONTGOMERY ROAD 3rd
FLOOR CINCINNATI, OHIO 45242
TEL (513) 793-1500
REVISIONS:
3-29-04 PRELIM PLAN
LAYOUT COORD: MTJ
PLANNING MGR. RTF
DRAWING BY: PSH
DATE: MARCH 29, 2004
JOB NUMBER: 10707
TITLE
FLOORPLAN
SHEET NUMBER:
A-2
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
'5��
� i __m
(D
OTTINAGE
GANCI
[I GAEI
S71-33'35*E 336.33
WAD
0 2E3
TNNAANI
INGI
CVS/PDAMMCY
FFE=967.0
IS
(D
—lm;--
PA
1�
RE
12.1
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N� I.
"I
I
A.Noo
All.
�,.
� �
I
ECIVAG,
I I
G.Djjj
I,i Exict.
— RE
� i __m
(D
OTTINAGE
GANCI
[I GAEI
S71-33'35*E 336.33
WAD
0 2E3
TNNAANI
INGI
CVS/PDAMMCY
FFE=967.0
IS
(D
—lm;--
1�
RE
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N� I.
"I
I
All.
�,.
� �
I
I
I I
G.Djjj
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— RE
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(D
77
RETAINING
NOTE, AI A. N� �l RAN
A.,.I.G. . 11 INAI
25
No MoN
EM'to `1 -:t
2a.o
RETAINING
. RRI t,TTI
SI REMACK
A, ING. CoARIDER
M,.ACK ( go
CON113AIR) "'A
GCNVCE/
LOACING
oo
26.0
E114IMULI,
(D I ANN I-- 'NA,
I. Q .1
(D 1. .. COMING. T1 A'
I. Ro I.. .', AT .1 "Al.
("ANGA,) . .1.
1. l.. LARNAI
ANN. I INEGINGAREARL
A,
LIT ARTA (GNEI
R, (.-.R IT
NIT RAWAST .. ofl�
1. ANA. 1.11 R,
ARIAAL = AREA, R.. IF
ARIARGE, 1. RANNA,
ANNA"o
.AI RAINER
".=ac "'
..... ......
haw .
DJR
CVS/
Offinmey
UmKim 1747
DIAIOPIR�
3-13-04 PREURANARTY KANS
H20 --o' . ..' A I
6- 4-04 �LMMM W kWIT
LAKRIT ERROR MTJ
,,,NNRNE .
log"
PRELIMINMY Sn PI
INEVE.
C-2
A. "..1, .1;
RE
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N� I.
"I
All.
I,i Exict.
RETAINING
NOTE, AI A. N� �l RAN
A.,.I.G. . 11 INAI
GCNVCE/
LOACING
oo
26.0
E114IMULI,
(D I ANN I-- 'NA,
I. Q .1
(D 1. .. COMING. T1 A'
I. Ro I.. .', AT .1 "Al.
("ANGA,) . .1.
1. l.. LARNAI
ANN. I INEGINGAREARL
A,
LIT ARTA (GNEI
R, (.-.R IT
NIT RAWAST .. ofl�
1. ANA. 1.11 R,
ARIAAL = AREA, R.. IF
ARIARGE, 1. RANNA,
ANNA"o
.AI RAINER
".=ac "'
..... ......
haw .
DJR
CVS/
Offinmey
UmKim 1747
DIAIOPIR�
3-13-04 PREURANARTY KANS
H20 --o' . ..' A I
6- 4-04 �LMMM W kWIT
LAKRIT ERROR MTJ
,,,NNRNE .
log"
PRELIMINMY Sn PI
INEVE.
C-2
X EXTERIOR FINISHES
X EXTERIOR FINISHES
X EXTERIOR FINISHES
% EXTERIOR FINISHE
a.l4GTW AR ELEVATION
[a ARCADIS
FOEVELOKFL__
TJ
Ra
M
DAMI MAY 1. 2�
Im"
ELEVATIONS
A-1
% EXTERIOR FINISHES
X EXTERIOR FINISHES
It EXTERIOR FINISHES
X EXTERIOR FINISHE
(@1 F�T; !
1�7 _�_�R ELEVATIO
m
W.m
Abim
I E zm %.- -
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DEVEL(VER:
Ec I
.1
MTJ
P. .
RAF
MI. @I.
P�
DAN;
MAY 5. 2004
tDW5
A.:
ELEVATIONS
IMUT ..
A-1
AD, A. 1.
SCANNED
C41
Ln
C41
SCANNED
0
M
CITY OF CHANHASSEN
RECEIVED
CHANHASSEN PLANNING DEPT
. . .............
-7
Aw
-0
t
1'
."l 11 1 San
V[C%%/phwmm,
3 ILLUMINATI LETTERS
-ol 2
2�
D.F. KLUMINATED MONUMENT
Q� 1
�Jlfvur 11"I
!20-!LWMIMAHD AEM21' OUBLOING LETFERS
TV
-EFmd Shoppe
!2NULUMINATED ANCILLARY BUILDING LETTERS
U,
DRIVE-TH11111111/plumnom
!170;m �TIEUMIINATVO Ill LETTERS
FULL SERVICE
In !!L-IMMIUMFC.O.UMRS
Ij wl
F— 6ROP OFF 01
!LNLIUUMINAnD F.C.O. LETTERS
U,
-17EXIT
!2-N'! MMINARP F.C.D. LETTERS
U,
ENTRANCE
EU
D,,.!!
I on
Ol PEA
7y PICK-UP/D CUE
7�W
I N PANEL
MAN lyl
REMOVAL
OW 2
!.IS !,IRiCnOM
FNWO—W�
JOPEN
NOW OPEN NUNN
OW 2
cv&wonnmw
Ml Sam SIGN mom SENIN SOON slow
U, ,
UOCAUONL StOre #: 00000 ftl # P34336 FILE 00000 P34336 REVISED 00/00/03
CODE ALLOWED i-- - - - - - --- -
NEC Highway 5 & Galpin Boulevare DATE 05 07 04
CVS/pharmacy SIGNAGE I - iin
Chanhassen Minnesota 55317 DRAWN PMF -...l
NEW
-0
t
1'
."l 11 1 San
V[C%%/phwmm,
3 ILLUMINATI LETTERS
-ol 2
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!20-!LWMIMAHD AEM21' OUBLOING LETFERS
TV
-EFmd Shoppe
!2NULUMINATED ANCILLARY BUILDING LETTERS
U,
DRIVE-TH11111111/plumnom
!170;m �TIEUMIINATVO Ill LETTERS
FULL SERVICE
In !!L-IMMIUMFC.O.UMRS
Ij wl
F— 6ROP OFF 01
!LNLIUUMINAnD F.C.O. LETTERS
U,
-17EXIT
!2-N'! MMINARP F.C.D. LETTERS
U,
ENTRANCE
EU
D,,.!!
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7y PICK-UP/D CUE
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I N PANEL
MAN lyl
REMOVAL
OW 2
!.IS !,IRiCnOM
FNWO—W�
JOPEN
NOW OPEN NUNN
OW 2
cv&wonnmw
Ml Sam SIGN mom SENIN SOON slow
U, ,
UOCAUONL StOre #: 00000 ftl # P34336 FILE 00000 P34336 REVISED 00/00/03
CODE ALLOWED i-- - - - - - --- -
NEC Highway 5 & Galpin Boulevare DATE 05 07 04
CVS/pharmacy SIGNAGE I - iin
Chanhassen Minnesota 55317 DRAWN PMF -...l
NORTHERN MARKET STORE
�AM
"� � momm
FRONT ELEVATION SIGNS
SCALE: 1/16"=1'-O"
RIGHT SIDE ELEVATION SIGNS
M/pharnimacy'
LOCATION Store #: 00000 Project #: P34336 ::E 0 010 P34336
-- G
AT
--Bo,levald
NEC Highway 5 and Galpin 1 7-04
Chanhassen, Minnesota 55317 DRAWN: PMF
SCALE: 1/16"=l'-0-'
1418 Elmhum W.
h# Gm, blkg,
lffi.,i, MW
0
0
NORTHERN MARKET STORE
SCALE 1/16"=1'-0"
DRIVE-THRU ELEVATION SIGNS
REAR ELEVATION SIGNS
CVS/pharmacy
LOCATION Store #: 00000 Project *: P34336
NEC Highway 5 and Galpin Boulevard
Minnesota 55317
FIM 00000 P34336
DAM, 05-07-04
MINN: PMF
, c q , n
SCALE: 1/16"=I' -O'
1418 Rd.
1;.1k (;�, Klk�
W007
0
0
a
NORTHERN MARKET STORE
DRIVE-THRU/pharmacy lHour Photo
FRONT ELEVATION SIGNS
IV
cw/plwmecy*
SCALE: 1/16'=l' -O"
SCALE: 1/16"=l' -O*
RIGHT SIDE ELEVATION SIGNS
CVS/pharmacy
VARIANCE REQUIRED
LOCATION
Store #: 00000 Project #: P34336
FILE7 00000 P34336
1
icon
1 1-7. .... ....
1418 F.Warst Rd.
Fik (;m, r1hw
lffi�m M007
NEC Hghay 5 and Galpin Boulevard DATE: 05-07-04
55317 DRAWN: PMF
0
0
NORTHERN MARKET STORE
DRIVE-THRU ELEVATION SIGNS
EQ Ea
SCALE: 1/16"=1'-O"
REAR ELEVATION SIGNS
SCALE: 1/16"=l'-0"
CVS/pharmacy
I LOGATION Store #: 00000 Project #: P34336
VARIANCE REOUIRED NEC Highway 5 and Galpin BoUleVard
FA.E: 00000 P34336
icon
1418 Elmhm� Ad.
Alk G., K114,
DATE 05-07
Chanhassen, Minnesota 55317
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CVS/pharmacy VARIANCE REQUIRED NEC Highway 5 & Galpin Boulevard � DATIE: 05-07 04 11,
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Chanhassen, Minnewta 5317
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Scale: 3/8" = V
KWIK TRIP# 402 ,
CHANHASSEN,MN
MATERIAL
BASE: 0
RED BRICK TO MATCH BUILDING
TAN BRICK LIGHT RANGE TO MATCH BUILDING
SIGN CABINET:
ALUMINUM CABINET
SIGN FACES ARE POLYCARBONATE WITH VINYL
SIZES:
1 .
OVER ALL SIGN HEIGHT IS
15'
2.
SIGN CABINET IS 10' (W)
x 6' (H) x 17" (D)
3.
KWIK TRIP CHARACTERS ARE 14.5"
"KWIK"
TALL
4.
IS 4' 3.5" LONG
5.
"TRIP" IS 3' 9.75" LONG
6.
UNLEADED PRODUCT ID IS
4" (H)
x 1' 10.5" (L)
17.
PRICE NUMBERS ARE 16"
(H) AND
2'6" (L)
8.
BOTTOM SECTION OF BASE
IS 10'
(W), 2' (H)
AND 3' DEEP
9.
TOP SECTION OF BASE IS
6' (W),
7' (H), AND 1'
DEEP
3
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6
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1:6'-oi-:
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9'-6
SIGN'B'
SIGN'B'KEY NOTES SCALE: 1/4"= l' -O"
(D 9'-6" x 3'-O*�x 4'-0' CONCRETE FOOTING. REINFORCE W1 (5) 15 BARS TOP AND BOTTOM LONGWAY.
REINFORCE W1 (3) #5 BARS TOP AND BOTTOM SHORTWAY. MAINTAN 5" COVER ON ALL SIDES.
(D9* -6" x 3'-0* x 2'-0' BRICK PIER FILLED SOLID W/ CONCRETE. REINFORCE W/ (2) #5 BARS TOP AND
BOTTOM LONGWAY. PROVIDE BRICK TIES AT MID HEIGHT AND NEAR TOP 0 24* O.C- HORIZONTAL SPACING ON
ALL SIDES.
6- SHED. 40 STD. PIPE COLUMNS (6.625- O.D., 0.28- WALL THICKNESS) W1 3/4-�x 12* x
12' BASE
(D(1)
PLATE - SET ON I �'GROUIT BED W/ (4)� 3/4- DLA, x 18" A36 ALL THREAD ROD ANCHOR BOLTS AT 9" x 9"
SPACING. DOUBLE NUT AT TOP AND NUT WELDED ON END. 4' PROJECTION ABOVE FOUNDATION.
6'-0 - - x l' -O" x T -O" BRICK,PIER,.FILLED�SOLID,-W/-, CONCRFTE-�REI RCE W1 (8) #5 VERTICAL BARS
CENTERED IN-1WAL& fMdKNESS-DOWELM- INTO' 'FOOTINO' A&�SHOWN.
PRO14DE THRU-WALL #9 WIRE
CONTINUOUS LADDERTIES AT 16" D.C. VERTICAL SPACING.
YK
.
0 PROVIDE (2) #5 HORIZONTAL BAR NEAR TOP,,FULL,LENQTH-OF.WALL-
PROVIDE HOLES CENTERED IN COLUMN FOR REBAR '(0-GOIMAUE-THRouGm.
t
(D MODIFY BRICK IN VICINITY OF COLUMN AS REQUIRED FOR PLACE�ENT.
CONCRETE MUST
0.
SOLIDLY FILL ALL VOIDS AROUND COLUMN.
CHANHASSEN., NIN
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04M..SSEN OEVELOPMENT. U -C
14� SALEM LANE SIX
ROCHESTER, MN 55902
JEFFERY C BROWN
(507) 252-6742
DEVELOPER
BEAR CREEK CAPfTAL
95�9 MONTGOMERY ROAD
3RD FLOOR
MONNATI. ONK) 45242
BILL �AN
(513) 793-1500
ENGOWEk
AAMRSON ENONEV"HIG OF WNNESOTA. ULC
134M 15th AW N. wx 8
PLYMOUTH. MN 55441
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25200 TELEGRAPH ROAD. P.O. BOX W25
SOUTHFIELD, MI 4SM-5025
COMEN PAUL
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HIGHWAY 5 & GALPIN
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CHANHASSEN,MN
SITE
CITY OF CHANHASSEN
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CHANHASSEN PLANNING DEPT
PLAN INDEX SHEET
DESCRIP77ON
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C-2 PRELIMIARRY SITE PLAN
C-3 PRELIMINARY GRADING J DRAINAIGE PLAN
C-4 PRLIA41MARY UTILITY PLAN
C-6 50 SCALE GRADING J DR41MAGE PLAN
C-6 50 SCALE UTILITY PLAN
0-7 PRELIMINARY LANDSCAPE PLAN
C-8 EXISTING CONDITIONS
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JEFFERY C. BROWN
(507) 252-6742
DEVELOPER
BEAR CREEK CAPITAL
9549 MONTGOMERY ROAD
3RD FLOOR
CINCINNATI. OHIO 45242
BILL TIPPMANN
(513) 793-1500
ENGINEER
ANDERSON ENGINEERING OF MINNESOTA, LLC
13400 15th AVE N, SUITE B
PLYMOUTH. MN 55441
ROSS FAIREIROTHER
(763) 383-1084
ARCHITECT:
ARCADIS
25200 TELEGRAPH ROAD, P.O. BOX 5025
SOUTHFIELD. MI 48086-5025
COREEN PAUL
(248) 936-8198
cvs/PhE[TM&�-�,�7
HIGHWAY 5 & GALPIN
BOULEVARD (CO. 19)
CHANHASSEN,MN
PLAN INDEX SHEET
DESCRIPTION
C-1 COVER SHEET
C-2 PRELIMINARY SITE PLAN
C-3 PRELIMINARY GRADING & DRAINAGE PLAN
C-4 PRLIMINARY UTILITY PLAN
C-5 50 SCALE GRADING & DRAINAGE PLAN
C-6 50 SCALE UTILITY PLAN
C-7 PRELIMINARY LANDSCAPE PLAN
C-8 EXISTING CONDITIONS OF CHANHASSEN
C-9 SITE PHOTOMETRICS PLAN RECEIVED
A-1 EXTERIOR ELEVATIONS jUN 2 4 2004
A-2 BUILDING FLOOR PLAN
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AACOD1043
25200 TELEGRAPH ROAD
SOUTHFIELD. MI 48M
(248) 936-8198 ft
(248) 936-8199 F.
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Anderson Frigineering
Of
Mimesota, LLC
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OHAMHASSEN, MINNESOTA
DEVELOPER:
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REVISIONS:
5-13-04 PRELIMINARY PLANS
5�24�04 PRFUMINARY PFANS
DRAWING BY. PSH
DATE: MAY 5. 2004
JOB NUMBER: 10953
TITLE:
ELEVATIONS
SHUT NUMBDR,
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COMMENTS:
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0 ARCADIS �
AACOD1043
25200 TELEGRAPH ROAD
SOUTHFIELD. MI 48M
(248) 936-8198 ft
(248) 936-8199 F.
CONSULTMT
Anderson Frigineering
Of
Mimesota, LLC
N I 1 9 8 � R IN 0
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QJR
Wa&
MIO�A�N
Ifi..Th"r
It, " ,rl
CVS/
PhEm&cy
SMFE RAMM
HW 5 & GAUPIN 800
OHAMHASSEN, MINNESOTA
DEVELOPER:
MLL
REVISIONS:
5-13-04 PRELIMINARY PLANS
5�24�04 PRFUMINARY PFANS
DRAWING BY. PSH
DATE: MAY 5. 2004
JOB NUMBER: 10953
TITLE:
ELEVATIONS
SHUT NUMBDR,
A-1
COMMENTS:
NOT RELEAVO FOR CCNS�UCTION
0 ARCADIS
AACOM043
252W TEUEWJIPH ROAD
SOUTHFIBLID MKWM 4810
(248) 936-8198 Ph.
(2Q) 936-8199 F.
CONSULTANT.
Anderson Engineering
Of
Minnesota, LLC
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STUE MAIER 1747
AW 5 & GALPIN 31-�
CHANHASSEN, MINNESOTA
DUELOPER:
K]
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REMSIONS:
5-13-04 PRELIMINARY PLANS
5-20-04 PRELIMINARY PLANS
LAY�T �:
MTJ
PLANNING ".
RAF
ORA� By'.
PSH
DATE:
MAY 5. 2004
10953
FLOORPLAN
SHEET �
A-2
C0QM4ENm
HOT RELEASED FOR O�S�CDON
OMER
CHANHASSEN DEVELOPIAIENT. LUC
1434 SALEM LANE SW
RCC*IESTDR. MIN "1102
Al'FERY C. BROWN
(507) 252-6742
DEVELOPER
'EAR CREEK CAPITAL
1549 MONTGOMERY ROAD
3RD FLOOR
CINCINNAT. OHIO 45242
BILL TIPPMAN
(513) 793-1500
ENGINEER
ANDERSON ENGINEERING OF MINNESOTA, LLC
13400 15th AVE N, SUITE 8
PLYMOUTH. MN 55441
ROSS FAIRBROTHER
(763) 383-10114
ARCHITECT
ARCADIS
252M TELEGRAPH ROAD, P.0, WX 5025
SOUTHFIELD, All 48086-5025
COREEN PAUL
(248) 9M -8198
iT
HIGHWAY 5 & GALPIN
BOULEVARD (CO. 19)
CHANHASSEN,MN
PLAN INDEX SHEET
DESCRIPTION
C-1 COVER SHEET
C-2 PRELIMINARY SITE PLAN
A-1 EXTERIOR ELEVATIONS
A-2 BUILDING FLOOR PLAN
ARCADIS
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