CAS-23_CHANHASSEN WEST BUSINESS PARK - FILE 2 OF 2U
Revisions
Date:
Mw -
L
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR
LOCATION OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES,
MANHOLE, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING
THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
r
-7
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S,URVEYOR%',,�'�,
'10580 WAYZATA BOULEVARD MINNETONKA, 155,,,30!i��
www.schoelimadson.com
10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Suite 100
Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409
phone: (952) 546-7601 - fax: (952) 546-9065 phone: (763) 241-0108 - fax: (952) 546-9065
SHEET INDEX
1. TITLE SHEET
2. EXISTING CONDITIONS PLAN
3. TREE PRESERVATION PLAN
4. TREE PRESERVATION DETAILS
5. SITE PLAN
6. GRADING PLAN
7. OVERALL UTILITY PLAN
8. PUBLIC STREET, SANITARY SEWER & WATERMAIN PLAN & PROFILE
9. PUBLIC STORM SEWER PLAN & PROFILE
10. WETLAND MITIGATION PLAN
11. DETAILS
12. DETAILS
13. LANDSCAPE PLAN
14. LANDSCAPE DETAILS
15. LIGHTING PLAN
16. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
CITY CHAN"ASS04
- C
or el
�;E VIED
SEP 3 0 Z005
CVjAN�jASSFN PLANNING DEPT
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
KENNETH E. ADOLF
DATE: 9-29-05 REG. NO. 12048
I of 16
SMI Project Number:
97
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I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
i(enneth E.Ptdolf
Date: 9-28-05 Reg. No. 12048
Reviewed By: JERRY BACKMAN Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering e Surveying o Planning
Soil Testing * Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
CW
91
e
Z
0 60 120 180
SCALE
LEGEND
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
-'A
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
=,n1QV111T1ET:r11
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 955.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Galpin Blvd, and 39ft± NIN of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Sheet Title:
Existing Conditions
Sheet:
2
DENOTES
EXISTING CONTOUR
DENOTES
BOUNDARY LINE
DENOTES
EXISTING WETLAND
DENOTES
DRAINAGE/LITILITY EASEMENT
DENOTES
EXISTING STORM SEWER
DENOTES
EXISTING BUILDING
<
DENOTES
PROPOSED EXISTING FES
171
DENOTES
EXISTING STORM MANHOLE/CB
DENOTES
EXISTING BITUMINOUS
DENOTES
EXISTING CONCRETE
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
-'A
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
=,n1QV111T1ET:r11
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 955.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Galpin Blvd, and 39ft± NIN of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Sheet Title:
Existing Conditions
Sheet:
2
LEGEND
TREE PRESERVATION NOTES
1. BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON
SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS AND TREE
PROTECT10N MEASURES.
2. TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES
AND IS TO BE PLACED OUTSIDE OF THE DRIP LINE OF ALL SIGNIFICANT TREES TO BE
SAVED. FENCE TO REMAIN UNTIL ALL SITE WORK IS COMPLETED. FENCE SHOULD NET BE
MOVED OR RELOCATED WITHOUT VERBAL OR WRITTEN COMMUNICATION WITH THE CONSULTANT -
HEAVY DUTY SILT FENCE SHALL BE USED FOR TREE PROTECTION FENCE.
3. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN. OR WITHIN
THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED.
4. CARE MUST BE TAKEN TO PREVENT CHANGE IN THE SOIL CHEMISTRY DUE TO CONCRETE
WASHOUT AND LEAJ<AGE OR SPILLAGE OF TOXIC MATERIALS SUCH AS PAINTS OR FUELS.
5. ALL CONSTRUCTION EQUIPMENT, VEHICLE TRAFFIC AND STORAGE AREAS MUST BE
LOCATED OUTSIDE OF ANY TREE PROTECTION AREA.
6. PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 1.
7. IF WOUNDING OF OAK TREES OCCUR, A NON-TOXIC WOUND DRESSING MUST BE
APPUEC IMMEDIATELY. (EXCAVATORS MUST RAVE A NON-TOXIC TREE WOUND DRESSING WITH
THEM ON DEVELOPMENT SITES.)
8. HEAVY-DUTY SILT FENCE SHALL BE STAKED AT THE DRIPLINE OF EXISTING TREES TO BE
SAVED.
9. NO BURNING PERMITS WILL BE ISSUED FOR TREES TO BE REMOVED. TREES & SHRUBS
MUST EITHER BE REMOVED FROM SITE OR CHIPPED.
10. ANY TREES DAMAGED OR REMOVED NOT LISTED ON THIS TREE PRESERVATION PLAN
MUST BE REPLACED AT A RATE OF 2:1 DIAMETER INCHES.
ALLOWABLE TREE REMOVAL:
SEE TREE REFORESTATION CALCULATION BELOW
TREE REFORESTATION CALCULATION
TOTAL SITE AREA 1,748,718 SQ. Fr. OR 40.15 AC.
TOTAL WETLAND AREA 182,952 SO. Fr. OR 4.20 AC.
SUB TOTAL SITE AREA 1,565,766 SO. FF. OR 35.95 AC
(EXCLUDED WETLAND AREA)
TOTAL BASE LINE EXISTING 356,529 SO. F.T OR 8.18 AC.(22.77%)
CANOPY COVERAGE AREA
EXISTING MIN. REQUIRED BASE LINE
CANOPY COVERAGE TO REMAIN = 14% OR 219,207 SO. FF.
TOTAL REMOVAL BASE LINE 172,565 SQ. Fr. OR 3.52 AC
CANOPY COVERAGE AREA.
356,529 — 172,565 = 183,964 SO. Fr.
219,207 — 183,964 = 35,243 SQ. F.T.
35,243 X 1.2 =42,292 SO. FT.
42,292 / 1089 = 38 TREES @ 2.5" SIZE
(REPLACEMENT TREES ARE REQUIRED)
NOTE: REPLACEMENT TREES MAY COUNT TOWARDS REQUIRED LANDSCAPE TREES
EXPECT FOR REQUIRED STREET TREES.
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5Now FENCE. SEE 5F`HC5-
ERECT F'ROTECTIVE SNOW FENCE PRIOR TO 4N'T' CONSTRUCTION ACTIVITY.
DO NOT STORE 4NY EQUlf=MENT OR M,4TERI,4L5 WITHIN f='ROTECTIVE ARE,4.
REMOVE THE F'ROTECT I VE SNOW FENCE ONLY 4FTER CONSTRUCT ION
Of=>ER,4TION6 ARE COMF`LETED.
(4—� TREE PROTECTION
BENCHMARK
1. MNDOT control monument JON MINOT along west side of HWY. 41.
Elevation = 1027.4-4 feet (NGVD-1929).
2. MINDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Galpin Blvd, and 39ft± NW of Power Pole.
Ele ation = 970.48 feet (NGVD-1929).
2
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Aft a k A as M 0% 0 ILFAM A lk@ ME Ilifflift
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
enneth E. Adolf
Date: 9-28-05 Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering o Surveying * Planning
Soil Testing * Environmental Services
www.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
-2) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MIN
17Title:
- Tree Preservatlo I n Plan
Date:
9-29-05
Sheet:
3 of 16
SM! '�ruject Number. 62641-047
TREES REIAOVED
0 XXXX
TREES PRIESERVED
E10 1 11
TREE CLEARING LIMITS
EXISTING CANOPY COVERAGE
AREA
REMOVAL CANOPY
COVERAGE AREA
TREE PRESERVATION NOTES
1. BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON
SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS AND TREE
PROTECT10N MEASURES.
2. TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES
AND IS TO BE PLACED OUTSIDE OF THE DRIP LINE OF ALL SIGNIFICANT TREES TO BE
SAVED. FENCE TO REMAIN UNTIL ALL SITE WORK IS COMPLETED. FENCE SHOULD NET BE
MOVED OR RELOCATED WITHOUT VERBAL OR WRITTEN COMMUNICATION WITH THE CONSULTANT -
HEAVY DUTY SILT FENCE SHALL BE USED FOR TREE PROTECTION FENCE.
3. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN. OR WITHIN
THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED.
4. CARE MUST BE TAKEN TO PREVENT CHANGE IN THE SOIL CHEMISTRY DUE TO CONCRETE
WASHOUT AND LEAJ<AGE OR SPILLAGE OF TOXIC MATERIALS SUCH AS PAINTS OR FUELS.
5. ALL CONSTRUCTION EQUIPMENT, VEHICLE TRAFFIC AND STORAGE AREAS MUST BE
LOCATED OUTSIDE OF ANY TREE PROTECTION AREA.
6. PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 1.
7. IF WOUNDING OF OAK TREES OCCUR, A NON-TOXIC WOUND DRESSING MUST BE
APPUEC IMMEDIATELY. (EXCAVATORS MUST RAVE A NON-TOXIC TREE WOUND DRESSING WITH
THEM ON DEVELOPMENT SITES.)
8. HEAVY-DUTY SILT FENCE SHALL BE STAKED AT THE DRIPLINE OF EXISTING TREES TO BE
SAVED.
9. NO BURNING PERMITS WILL BE ISSUED FOR TREES TO BE REMOVED. TREES & SHRUBS
MUST EITHER BE REMOVED FROM SITE OR CHIPPED.
10. ANY TREES DAMAGED OR REMOVED NOT LISTED ON THIS TREE PRESERVATION PLAN
MUST BE REPLACED AT A RATE OF 2:1 DIAMETER INCHES.
ALLOWABLE TREE REMOVAL:
SEE TREE REFORESTATION CALCULATION BELOW
TREE REFORESTATION CALCULATION
TOTAL SITE AREA 1,748,718 SQ. Fr. OR 40.15 AC.
TOTAL WETLAND AREA 182,952 SO. Fr. OR 4.20 AC.
SUB TOTAL SITE AREA 1,565,766 SO. FF. OR 35.95 AC
(EXCLUDED WETLAND AREA)
TOTAL BASE LINE EXISTING 356,529 SO. F.T OR 8.18 AC.(22.77%)
CANOPY COVERAGE AREA
EXISTING MIN. REQUIRED BASE LINE
CANOPY COVERAGE TO REMAIN = 14% OR 219,207 SO. FF.
TOTAL REMOVAL BASE LINE 172,565 SQ. Fr. OR 3.52 AC
CANOPY COVERAGE AREA.
356,529 — 172,565 = 183,964 SO. Fr.
219,207 — 183,964 = 35,243 SQ. F.T.
35,243 X 1.2 =42,292 SO. FT.
42,292 / 1089 = 38 TREES @ 2.5" SIZE
(REPLACEMENT TREES ARE REQUIRED)
NOTE: REPLACEMENT TREES MAY COUNT TOWARDS REQUIRED LANDSCAPE TREES
EXPECT FOR REQUIRED STREET TREES.
FL4
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E><ISTING TREES TO 5E II=IRESERVE�l . .........
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+ IF I 1 11
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5Now FENCE. SEE 5F`HC5-
ERECT F'ROTECTIVE SNOW FENCE PRIOR TO 4N'T' CONSTRUCTION ACTIVITY.
DO NOT STORE 4NY EQUlf=MENT OR M,4TERI,4L5 WITHIN f='ROTECTIVE ARE,4.
REMOVE THE F'ROTECT I VE SNOW FENCE ONLY 4FTER CONSTRUCT ION
Of=>ER,4TION6 ARE COMF`LETED.
(4—� TREE PROTECTION
BENCHMARK
1. MNDOT control monument JON MINOT along west side of HWY. 41.
Elevation = 1027.4-4 feet (NGVD-1929).
2. MINDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Galpin Blvd, and 39ft± NW of Power Pole.
Ele ation = 970.48 feet (NGVD-1929).
2
OUTLOT A
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co
7V __4 N 942.
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9 L_J
56—
L
L
Aft a k A as M 0% 0 ILFAM A lk@ ME Ilifflift
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
enneth E. Adolf
Date: 9-28-05 Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering o Surveying * Planning
Soil Testing * Environmental Services
www.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
-2) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MIN
17Title:
- Tree Preservatlo I n Plan
Date:
9-29-05
Sheet:
3 of 16
SM! '�ruject Number. 62641-047
Status
Number
Full Desc.
Size
Number of Trunk
Total Inches
S
2203
COTTONWOOD
12
1
12
S
2204
BASSWOOD TWIN
14
2
28
S
2205
COTTONWOOD
14
1
14
S
2206
ASH
14
1
14
S
2207
OAK
22
1
22
S
2208
OAK
14
1
14
R
2307
ASH
28
1
11
S
2210
BASSWOOD
18
1
18
S
2211
BASSWOOD
18
1
18
S
2212
OAK
41
1
41
S
2215
BOX ELDER
24
1
24
S
2217
ASH
14
1
14
S
2218
ASH
14
1
14
S
2219
SPRUCE
16
1
16
S
2221
SPRUCE
12
1
12
S
2222
SPRUCE
12
1
12
S
2224
COTTONWOOD
36
1
36
S
2225
BALSAM FIR
50
1
50
S
2226
MAPLE
12
1
12
S
2227
MAPLE
12
1
12
S
2228
MAPLE
18
1
18
S
2229
MAPLE
24
1
24
S
2230
ASH TWIN
12
2
24
S
2231
SPRUCE
12
1
12
S
2232
SPRUCE
12
1
12
S
2233
SPRUCE
12
1
12
S
2234
SPRUCE
12
1
12
S
2235
SPRUCE
12
1
12
S
2236
SPRUCE
12
1
12
S
2238
MAPLE
18
1
18
S
2239
SPRUCE
12
1
12
S
2240
SPRUCE
12
1
12
S
2241
SPRUCE
12
1
12
S
2242
SPRUCE
12
1
12
R
'-'43
SPRUCE
12
1
1 -,
R
2246
ASH
14
1
14
R
2247
ASH
12
1
1
R
2248
ASH
IF,
I
I
R
2250
OA,
4-
1
24
S
2251
OAK
30
1
30
S
2252
COTTONWOOD
18
1
18
S
2253
COTTONWOOD
18
1
18
S
2254
COTTONWOOD
18
1
18
F
2346
1� ELDEF'
22
1
24
R
2347
ASH
12
1
11
P
-'257
ASH
12
1
1?
P
2258
ASH
12
1
12
R
2259
ASH
12
1
1�
P
60
ASH
I?
1
1-1
S
2261
COTTONWOOD
18
1
18
P
2353
ASH
12
1
1
R
2355
ASH TWIN
12
1
1-
R
22b4
BASSWOOD
12
1
12
R
2265
ASH
12
i
12
F
2266
ASH
12
1
12
R
2267
ASH
12
1
1�
S
2268
ASH
12
1
12
S
2269
ASH
12
1
12
S
2270
ASH
12
1
12
S
2271
ASH
12
1
12
S
2272
ASH
12
1
12
S
2367
ASH
16
1
16
S
2368
ASH
16
1
16
F
2369
BOX ELDER
18
1
18
P
2370
OAK
?�
1
2-,
R
2371
OAK
18
1
18
P
2372
OAK
21
1
21
P
2373
OAK
24
1
24
F
2374
_'�SWOOD
31
1
31
S
2375
OAI�
21
1
20
R
2284
OAK
28
1
24
R
1-18E,
MAPLE
12
1
18
R
-1 28E,
OAK
18
1
18
P
2287
OAK
20
1
20
S
2380
�J
20
I
20
S
8
OAK
18
1
1
S
2291
OAK
36
1
30
S
2292
OAK
31
1
;1 1
S
2293
OAK
14
1
14
F
2294
)AIK TWIN
I-
?
2 4
R
2295
OAK
18
1
18
R
2296
OAK 1
24
1
24
P
??97
OAIK
12
1
1�
F -S
1299
OAk
18
1 1
18
Status
Number
Full Desc.
Size
Number of Trunk
Total Inches
S
2300
OAK
24
1
24
S
2301
OAK
24
1
24
S
2302
OAK
14
1
14
S
2304
OAK
24
1
24
S
2305
OAK
24
1
24
R
2306
�)Ak
22
1
2-2
P
2307
C)A1,
28
1
28
S
2308
OAK
28
1
28
S
2309
OAK
14
1
14
R
2310
(-)A�
31
1
31
S
2311
OAK
12
1
12
R
-112
-JAK
24
1
24
S
2313
OAK
12
1
12
S
2314
OAK
24
1
24
R
2315
BOX ELDER
20
1
24
S
2316
OAK
24
1
24
R
2317
OAK
24
1
-�4
S
2318
MAPLE
18
1
18
S
2319
OAK
18
1
18
P
2320
BOX ELDER
14
1
14
R
2321
0 A K
24
1
24
R
2322
OAK
30
1
30
R
2323
BASSWOOD
36
1
36
R
2324
nAK
12
1
12
S
2325
OAK
31
1
31
S
2326
BOX ELDER TWIN
14
2
28
R
2327
Oak
3 i
1
31
R
2328
Oak
31
1
31
R
2329
Oak
31
1
31
S
2330
OAK
12
1
12
S
2331
OAK
18
1
18
S
2332
ASH
12
1
12
S
2333
OAK
16
1
16
S
2334
ASH
14
1
14
S
2335
OAK
24
1
24
S
2336
ASH
12
1
12
S
2337
MAPLE
18
1
18
S
2338
OAK
18
1
18
S
2340
OAK
24
1
24
S
2341
OAK
18
1
18
S
2342
MAPLE
12
1
12
S
2344
OAK
31
1
31
S
2345
OAK
31
1
31
S
2346
OAK
24
1
24
S
2347
OAK
24
1
24
S
2348
OAK
12
1
12
S
2349
ASH
12
1
12
S
2350
OAK
18
1
18
S
2351
OAK
24
1
24
S
2352
OAK
31
1
31
S
2353
OAK
36
1
36
S
2355
OAK
18
1
18
S
2356
OAK
18
1
18
S
2357
OAK
41
1
41
S
2358
OAK
31
1
31
S
2361
OAK
31
1
31
S
2362
OAK
31
1
31
S
2363
OAK
31
1
31
S
2364
OAK
31
1
31
S
2365
OAK
31
1
31
1
-1,366
1 � i
I I
I
i
S
2367
OAK
24
1
24
S
2368
OAK
12
1
12
S
2369
OAK
22
1
22
S
2370
OAK
22
1
22
S
2371
OAK
22
1
22
S
2372
OAK
18
1
18
S
2373
OAK
24
1
24
S
2374
OAK
24
1
24
S
2375
OAK
20
1
20
S
2376
OAK
24
1
24
S
2377
OAK
18
1
18
S
2378
OAK
18
1
18
S
2379
OAK
20
1
20
S
2380
OAK
20
1
20
S
2381
OAK
24
1
24
S
2382
OAK TWIN
12
2
24
S
2383
OAK
12
1
12
S
2384
OAK
42
1
42
S
2385
OAK
24
1
24
S
2386
OAK
18
1
18
S
2387
OAK
14
1
14
S
2388
OAK
14
1
14
F -S
2389
OAk
12
-1 ----- F--
12
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Status
Number
Full Desc.
Size
Number of Trunk
Total Inches
S
2400
Ash
24
1
24
S
2401
Oak
24
1
24
S
2402
Oak
16
1
16
S
2403
Oak
16
1
16
S
2404
Oak
24
1
24
S
2405
Oak
24
1
24
R
2406
Bcsswood
24
i
24
R
2407
Oak
18
1
is
R
240B
Oak
18
1
18
R
2409
Oak
12
1
12
R
.241n
Oak
12
1
12
S
2411
Oak
18
1
18
R
241-2
Oak
18
1
18
R
2413
Oak
18
1
18
R
2414
Oak
20
1
'110
R
2415
Basswood
30
1
30
R
2416
Oak
?4
1
24
R
2417
Oak
18
1
18
R
2418
Oak
18
1
1:.�
R
2419
Oak
18
1
18
S
2420
Oak
18
1
18
S
2421
Oak
20
1
20
S
2422
Maple
18
1
18
S
2423
Oak
24
1
24
S
2424
Oak
18
1
18
S
2425
Oak
18
1
18
S
2426
Oak
14
1
14
S
2427
Oak
12
1
12
S
2428
Oak
24
1
24
S
2429
OAK
24
1
24
S
2430
OAK
20
1
20
S
2431
OAK
20
1
20
S
2432
OAK
18
1
18
S
2433
BASSWOOD
18
1
18
S
2434
OAK
18
1
18
S
2435
OAK
15
1
15
S
2436
OAK
24
1
24
S
2437
OAK
18
1
18
S
2438
OAK
20
1
20
S
2439
COTTONWOOD
12
1
12
S
2440
COTTONWOOD
12
1
12
S
2441
OAK
20
1
20
S
2442
OAK
36
1
36
S
2443
OAK
24
1
24
S
2444
OAK
18
1
18
S
2445
OAK
24
1
24
S
2446
OAK
16
1
16
S
2449
OAK
28
1
28
S
2450
OAK
24
1
24
S
2451
OAK
18
1
18
S
2452
OAK
24
1
24
S
2453
OAK
18
1
18
S
2454
OAK
12
1
12
S
2455
BASSWOOD
24
1
24
S
2456
OAK
20
1
20
S
2457
OAK
20
1
20
S
2458
OAK
24
1
24
S
2459
BASSWOOD DBL
TWIN
14
2
28
S
2460
BASSWOODTWIN
12
2
24
S
2462
BASSWOOD
20
1
20
S
2463
BASSWOOD
18
1
18
S
2464
OAK
20
1
20
S
2465
OAK
24
1
24
R
?466
CAK
1
24
IS
2467
OAK
18
I
18
P
2468
OAK
12
1
I
S
2469
OAK
18
1
18
S
2470
SPRUCE
12
1
12
S
2471
BASSWOOD
12
1
12
S
2472
PINE
12
1
12
S
2473
OAK
22
1
22
S
2474
OAK
18
1
18
S
2475
SPRUCE
12
1
12
S
2476
OAK
18
1
18
S
2477
OAK
14
1
14
S
2478
OAK
14
1
14
R
2479
OAK TRPL
1?
3
1
R
2480
OAK
18
1
18
R
2481
OAK
18
1
18
R
2482
OAK
1B
1
18
R
24F-
OAK
1B
1
18
S
2484
OAK
16
1
16
S
2485
OAK
16
1 1
16
Schoell & Madson, Inc.
Engineering o Surveying o Planning
Soil Testing o Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (957) 7,46-76 -1 fay., f952) 5,16-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
V!= -
Status
Number
Full Desc.
Size
Number of Trunk
Total Inches
S
2486
OAK
16
1
16
S
2487
OAK
24
1
24
S
2488
OAK
24
1
24
S
2489
OAK
24
1
24
S
2490
OAK
15
1
15
I
I I
OAK
2, 0
1
20
S
2492
OAK
20
1
20
UAK
28
OAK
18
18
S
2496
OAK
18
18
S
2497
OAK
18
i8
R
249��
OAK
14
1
14
S
2500
OAK
12
1
12
R
2501
OAK
16
1
16
R
?502
OAK
12
1�
R
2504
OAK
12
12
R
2505
OAK
12
1
12
P
'1506
OAK
18
1
18
P
'r-1-
0411,
1 -,
i
17
S
2508
OAK
12
1
12
OAK
14
1
14
2510
OAK
18
1
18
S
2511
OAK
12
1
12
S
2512
OAK
16
1
16
1 S
2513
OAK
16
1
16
P
2514
OAI
12
1
12
R
2515
OAI
12
1
12
R
2t16
OAK
14
1
14
S
2517
OAK
18
1
18
R
')518
OAK
16
1
16
R
��510
OAK
16
1
16
P
2520
OAK
12
1
12
S
2521
OAK
12
1
12
R
2522
OAK
18
1
18
R
2523
OAK
16
1
16
R
2524
OAK TWIN
2
48
R
252,
OAK
1
14
P
25D�-'
OAK
1:-
1
18
S
2527
OAK
18
1
18
R
2528
UAK
1-
1
12
R
2529
OAK
1
14
P
2 5 3 0
OAK
1
24
R
OAK
1
14
S
2532
OAK
14
1
14
S
2533
OAK
14
1
14
R
�� � I
OAK
1,
1
14
253,
OAK
18
1
18
2536
OAK
24
1
24
R
2537
OAK
�4
1
14
R
2538
OAK
14
1
14
P
2 F, 9
OAK TWIN
24
2
48
S
2540
OAK
12
1
12
S
2541
Basswood
12
1
12
S
2542
Ash
12
1
12
S
2543
Ash
12
1
12
2544
" - I I
I'-
I
I
s
2545
Ash
12
1
12
R
2546
Ash
20
1
20
S
2547
Ash
12
1
12
R
254��
Ash
14
1
14
P
2541�
Ash
14
1
14
P
Ash
14
1
14
P
- I I
Oak
18
1
18
F�
(-)Cjl
1
24
S
2553
Oak
18
1
18
S
2554
Oak
12
1
12
Oak
28
1
28
Oak
24
1
24
P
Oak
-0
1
20
a x
'4
74
R
'4
1
24
P
I
Jak
?4
1
'4
R
2562
Ash
30
1
3 0
R
-�-)64
Ash
18
18
P
�565
Oak
30
30
R
1566
Oak
30
30
R
?567
Ash
12
1
12
568
Oak
24
1 1
24
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Date:
9-29-05
Sheet Title: Sheet:
Tree Preser . vation Details 4 of 16
SV F'roject Number:
10 5
PROPERTY
LINE P.
16.5 WETLAND BUFFER, TYP.
EDGE OF EXISTING 10 DRAINAGE &
OUTLOT B WETLAND, TYP. UT'ILITY EASEMENT
(TYP-)
40' SETBACK
FROM WETLAND
BUFFER, TYP.
RETAINING WALL
WITH 4' CHAINLINK
FENCE ON TOP OF
WALL
6
OUTLOT C
5
V50' DG/PARKI G
S K, TYP.
Z6'
R100,
L
ACCESSIBLE RAMP PER
CITY OF CHANHASSEN STD. _j
'o DETAIL PLATE NO 5215, 9.
TYP. Typ ol�
RETAINING WALL
3 WITH 4' CHAINLINK
IT] IP FENCE ON TOP 0
9' 1P WALL ---d Ij
Tyll 04 0. --- N I b
40,
�LLJ-,_L
_____�PROPERTY L_j
LINE, TYP. S*
PC-, ;o
OR/ 0 cli
y
7 Co
!?2,
4-
�1
�I' x2o' BLOCK
TORASH ECIMUOSURE. CMU
BLOCK To MATCH
BUILDING MATERIALS.
40' SETBACK
FROM WETLAND
BUFFER, TYP.
6.5 WETLAND BUFFER, TYP.
PROPOSED WETLAND_y
MITIGATION
EDGE OF EXISTING
WETLAND, TYP.
OUTLOT A
.0 1
1 .6
m
-P
6' WIDE CONIC
SIDEWALK,
3
7�001'
J/
P
L
40' SETBACK
FROM WETLAND
BUFFER, TYRPOND
NWL=942.00
16.5 WETLAND HWL=947.35
BUFFER, TYP.
0
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
R
N
7f
i,T;D INAGE &
LITY EASEMENT
i� TYP.)
8 ---- -
7
RETE
TYP.
.6
LIGHT
.6 ...%
POLE,
77.
A TYP.
CREEK
01
NEW LANE AND
DIRECTIONAL ARROW
TYR
STRIPING.
V
III.Oull I I
X ACC SSIBLE P PER
Ru W N SSEN STD.
`10FPCH
CITY SH
CITY
DETIOWATE N 5215,
05' TYR
ACCESSIBLE RAMP PER
6' WIDE CONCRETE
SIDEWALK, TYP. CITY OF CHANHASSEN STD.
DETAIL PLATE NO 5215, t
6' J ��AINING TYP.
NALL
TYR
F-
2
2
5� LDG/PAR NG 11
qK''TYP.
S CK, TYP.
V
C14
mz
7 10 DRAINAGE &
UTILITY EASEMENT
50' BLDG/PARKING 50' BLDG/PARKING if
SETBACK, TYP. SETBACK, TYP.
__j
L UA11114
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed By: JERRY BACKMAN- Date: 9-28-05
Designed By:
Drawn By:
Checked By:
L_____
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Soil Testing * Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN3 MN 55305
W
0
e
1!t
0 60 120 180
"M M!I
SCALE IN FEET
PROJECT INFORMATION
TOTAL SITE AREA:
SITE S.F. = 1,748,718
S.F. / 40.15
ACRES
b
LOT 2:
LOT 3:
TOTAL S.F.
158,546 S.F.
TOTAL S.F.
151,181 S.F.
TOTAL S.F.
122,786 S.F.
ASPHALT =
42,123 S.F.
ASPHALT =
50,237 S.F.
ASPHALT =
65,073 S.F.
BUILDING =
50,265 S.F.
BUILDING =
46,982 S.F.
BUILDING =
27,899 S.F.
SIDEWALK
�1
�I' x2o' BLOCK
TORASH ECIMUOSURE. CMU
BLOCK To MATCH
BUILDING MATERIALS.
40' SETBACK
FROM WETLAND
BUFFER, TYP.
6.5 WETLAND BUFFER, TYP.
PROPOSED WETLAND_y
MITIGATION
EDGE OF EXISTING
WETLAND, TYP.
OUTLOT A
.0 1
1 .6
m
-P
6' WIDE CONIC
SIDEWALK,
3
7�001'
J/
P
L
40' SETBACK
FROM WETLAND
BUFFER, TYRPOND
NWL=942.00
16.5 WETLAND HWL=947.35
BUFFER, TYP.
0
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
R
N
7f
i,T;D INAGE &
LITY EASEMENT
i� TYP.)
8 ---- -
7
RETE
TYP.
.6
LIGHT
.6 ...%
POLE,
77.
A TYP.
CREEK
01
NEW LANE AND
DIRECTIONAL ARROW
TYR
STRIPING.
V
III.Oull I I
X ACC SSIBLE P PER
Ru W N SSEN STD.
`10FPCH
CITY SH
CITY
DETIOWATE N 5215,
05' TYR
ACCESSIBLE RAMP PER
6' WIDE CONCRETE
SIDEWALK, TYP. CITY OF CHANHASSEN STD.
DETAIL PLATE NO 5215, t
6' J ��AINING TYP.
NALL
TYR
F-
2
2
5� LDG/PAR NG 11
qK''TYP.
S CK, TYP.
V
C14
mz
7 10 DRAINAGE &
UTILITY EASEMENT
50' BLDG/PARKING 50' BLDG/PARKING if
SETBACK, TYP. SETBACK, TYP.
__j
L UA11114
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed By: JERRY BACKMAN- Date: 9-28-05
Designed By:
Drawn By:
Checked By:
L_____
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Soil Testing * Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN3 MN 55305
W
0
e
1!t
0 60 120 180
"M M!I
SCALE IN FEET
PROJECT INFORMATION
TOTAL SITE AREA:
SITE S.F. = 1,748,718
S.F. / 40.15
ACRES
LOT 1:
LOT 2:
LOT 3:
TOTAL S.F.
158,546 S.F.
TOTAL S.F.
151,181 S.F.
TOTAL S.F.
122,786 S.F.
ASPHALT =
42,123 S.F.
ASPHALT =
50,237 S.F.
ASPHALT =
65,073 S.F.
BUILDING =
50,265 S.F.
BUILDING =
46,982 S.F.
BUILDING =
27,899 S.F.
SIDEWALK
1,390 S.F.
R
N
7f
i,T;D INAGE &
LITY EASEMENT
i� TYP.)
8 ---- -
7
RETE
TYP.
.6
LIGHT
.6 ...%
POLE,
77.
A TYP.
CREEK
01
NEW LANE AND
DIRECTIONAL ARROW
TYR
STRIPING.
V
III.Oull I I
X ACC SSIBLE P PER
Ru W N SSEN STD.
`10FPCH
CITY SH
CITY
DETIOWATE N 5215,
05' TYR
ACCESSIBLE RAMP PER
6' WIDE CONCRETE
SIDEWALK, TYP. CITY OF CHANHASSEN STD.
DETAIL PLATE NO 5215, t
6' J ��AINING TYP.
NALL
TYR
F-
2
2
5� LDG/PAR NG 11
qK''TYP.
S CK, TYP.
V
C14
mz
7 10 DRAINAGE &
UTILITY EASEMENT
50' BLDG/PARKING 50' BLDG/PARKING if
SETBACK, TYP. SETBACK, TYP.
__j
L UA11114
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed By: JERRY BACKMAN- Date: 9-28-05
Designed By:
Drawn By:
Checked By:
L_____
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Soil Testing * Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN3 MN 55305
W
0
e
1!t
0 60 120 180
"M M!I
SCALE IN FEET
PROJECT INFORMATION
TOTAL SITE AREA:
SITE S.F. = 1,748,718
S.F. / 40.15
ACRES
LOT 1:
LOT 2:
LOT 3:
TOTAL S.F.
158,546 S.F.
TOTAL S.F.
151,181 S.F.
TOTAL S.F.
122,786 S.F.
ASPHALT =
42,123 S.F.
ASPHALT =
50,237 S.F.
ASPHALT =
65,073 S.F.
BUILDING =
50,265 S.F.
BUILDING =
46,982 S.F.
BUILDING =
27,899 S.F.
SIDEWALK
1,390 S.F.
SIDEWALK
2,122 S.F.
SIDEWALK
2,165 S.F.
GREENSPACE
72,455 S.F = 44%
GREENSPACE
44,695 S.F = 31%
GREENSPACE
29,212 S.F = 23%
LOT 4:
LOT 5:
LOT 6:
TOTAL S.F.
220,712 S.F.
TOTAL S.F.
156,190 S.F.
TOTAL S.F.
257,813 S.F.
ASPHALT =
62,137 S.F.
ASPHALT =
50,469 S.F.
ASPHALT =
75,883 S.F.
BUILDING =
40,526 S.F.
BUILDING =
37,710 S.F.
BUILDING =
77,754 S.F.
SIDEWALK
1,933 S.F.
SIDEWALK
1,601 S.F.
SIDEWALK
4,663 S.F.
GREENSPACE
114,619 ST = 52% GREENSPACE
66,410 S.F = 40%
GREENSPACE
99,513 S.F = 39%
OUTLOT A
TOTAL S.F. =
82,385 S.F.
TOTAL S.F. =
97,843 S.F.
TOTAL S.F. =
180,643 S.F.
ASPHAi
41,126 S.F.
ASPHALT=
41,068 S.F.
BUILDING
23,124 S.F.
BUILDING
25,914 S.F.
OUTLOT B
SIDEWALK
2,864 S.F.
SIDEWALK
3,588 S.F.
TOTAL S.F. =
92,577 S.F.
GREENSPACE
15,271 S.F = 19%
GREENSPACE
27,273 ST 28%
OUTLOT C:
TOTAL S.F. =
165,365 S.F.
MAXIMUM OF
70% HARD SURFACE COVERAGE - AVERAGE
FOR ENTIRE SITE
CUL-DE-SAC:
MINIMUM OF
30% GREENSPACE - 1,748,718
TOTAL SITE S.F.
X 30% = 524,615 S.F.
TOTAL S.F. =
62,069 S.F.
SITE HAS 855,302 S.F. OR 49% -
MEETS REQUIREMENTS
TOTAL GREENSPACE AREA
(EXCLUDE OUTLOT A & B)
649,698 S.F
44%
PARKING PROVIDED:
552 SPACES
SITE PLAN REQUIREMENTS:
50' BUILDING & PARKING SETBACK ALONG GALPIN BLVD. AND LYMAN BLVD. - NO REQUIREMENTS FOR
INTERIOR SETBACKS
LANDSCAPING OF BUFFER ZONES (ALONG PROPERTY LINES)
EAST & SOUTH YARDS - PROMDE 100% OF REQUIREMENTS
WEST & NORTH YARDS - PROVIDE 75% OF REQUIREMENTS
WEST, SOUTH & EAST YARDS REQUIRE:
FOR EACH 100 L.F. OF PROPERTY: 2 CANOPY TREES, 4 UNDERSTORY OR ORNAMENTAL OR 6' EVERGREEN TREES
& 6 SHRUBS.
NORTH YARD REQUIRES:
FOR EACH 100 L.F. OF PROPERTY: 5 CANOPY TREES, 10 UNDERSTORY OR ORNAMENTAL OR 6' EVERGREEN TREES
& 15 SHRUBS.
NEW BOULEVARD REQUIREMENTS: (STONE CREEK CUL-DE-SAC)
1 CANOPY TREE EVERY 30'
E SITE NOTES
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF
CHANHASSEN STANDARD PLATES, SPECIFICATIONS, AND BUILDING
PERMIT REQUIREMENTS.
REFER TO GRADING PLAN FOR EXISTING AND PROPOSED GRADES.
REFER TO LANDSCAPE PLAN FOR PROPOSED PLANT MATERIAL.
ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED
OTHERWISE.
CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF
EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING
GUTTER GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO THE START
OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS.
ALL CURB AND GUTTER TO BE CONCRETE PER CITY OF CHANHASSEN
STANDARDS.
TYPICAL FULL SIZE 90* PARKING STALL IS 9'X18' UNLESS NOTED
OTHERWISE.
LIGHT POLES, FIXTURES AND BASES SHALL BE PRE CITY OF CHANHASSEN
STANDARDS, SEE LIGHTING PLAN FOR ADDITIONAL INFORMATION.
CONTRACTOR TO COORDINATE FIRE APPARTUS ACCESS ROADS & SUPPLIES
WITH THE CITY OF CHANHASSEN PRIOR TO AND DURING CONSTRUCTION,
PURSUANT TO MINNESOTA FIRECODE SECTION 503.2.3.
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
-oject Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSENI, MN
Sheet Title:
Site Plan
SVI I(
Date:
9-29-05
Sheet:
5 16
'0
"Ill
GRADING NOTES:
1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING
DAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN
CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166.
2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF
LAI INU U1111_11IL-o AND 1UHUGHAF-HIC FUNIURE-5 PRIOR 10 SPARI Or SHE
GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT
ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.
3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON
THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND
+
OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT
LOCATIONS DIRECTED BY CONTRACTOR.
"F-Dundt-4: --T 7
7. 71
4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION
TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR 9
STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO TYPE '2 ------ 9
EROSION CONTROL
ge A /F
EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKIFILLED PROMPTLY TO SILT� FENCE
AVOID UNDERMINING OF THE EXISTING PAVEMENT. 0/1
+
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL
CONTROL.
6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED
STORM SEWER ALIGNMENTS.
�M+ RY+ +
7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO OX i llr�
+ +
+ + WR + + +
SUBGRADE ELEVATION, LEAVE STREET READY FOR SUBBASE. 0 + +
9 + + ++
+ + + + +
8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY
ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME C
THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE 6 .3 OUTLOT
CONSTRUCTION SITE.
MH A -
9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING RIM=972 . . . . . m
GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE
DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING
LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE
PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF
BITUMINOUS PAVEMENT SECTIONS. r 0.
F. F L -AA TW
10. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL OW
DIMENSIONS AND SITE LAYOUT.
11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE
LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE.
RETAININ WAU
12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES I WITH NCE
IN 10 FEET.
4
���PQ-['36 1 87
TW=968.0
0 ffili" A �AI-MZA A QW -011I n_
i I -T -7 7-1- 1 -7-7\ - I
13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUI ING SHALL BE 6
BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM
OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES.
14. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED
GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE
POSITIVE DRAJNAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER MH 4441
AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE RIM=960.00
REQUIRED.
15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB
AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE
DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED.
16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB
AND GUTTER. I,
17. CONTRACTOR TO REMOVE ANY EXISTING STRUCTURE AND ACCESS OFF
GALPIN BOULEVARD. THESE AREAS MUST BE SEEDED AND MULCHED OR L58.1
SODDED IMMEDIATELY AFTER GRADING TO MINIMIZE EROSION.
18. ANY RETAINING WALLS OVER FOUR FEET HIGH MUST BE DESIGNED BY A TW_956.0
REGISTERED CIVIL ENGINEER AND INCLUDE AN APPROVED SAFETY FENCE. A BW=954.0
BUILDING PERMIT WILL ALSO BE REQUIRED. N
EROSION CONTROL NOTES Z 7=
(REFER TO SWPPP FOR COMPLETE EROSION CONTROL NOTES)
W M;/
1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES MH
SHALL BE INSTALLED PRIOR TO CONSTRUCTION. RIM=946.00
RETAINING-��
2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE WALL E
GRADING. TW=954.0
BW=949.0 01-
3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES.
4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL
MEASURES. MH
RIM=943.00-\
5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE
STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE
PLANS FOR MATERIALS. TW=953.0
6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND BW=945.0`_�
MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT TW=952.0
PERMITS BW=950.0--�
7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, MH
INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT RIM=952.00-
FENCES DURING THE DURATION OF THE CONSTRUCTION.
8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY FES
THE CONTRACTOR. INV=939.00
9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS
ESTABLISHED.
10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED
ONTO EXISTING STREETS AND PAVED AREAS.
11. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL P OPOSED
APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS
12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS.
13. EROSION CONTROL BLANKETS TO BE INSTALLED WITHIN 5 DAYS OF
CULVERT INSTALLATION.
14. RIP RAP MUST BE INSTALLED AT ALL CURB CUTS WITHIN 24 HOURS
OF PAVING. PROVIDE 10 CY OF CLASS IV RIP RAP AT EACH CURB
CUT. COORDINATE INSTALLATION WITH RAIN GARDEN CONSTRUCTION.
15. AFTER GALPIN COURT HAS BEEN PAVED, PERIMETER CONTROLS AND
ROCK ENTRANCES SHALL BE INSTALLED AT EACH LOT AT THE TIME
THE LOT IS BUILT.
EROSION & SEDIMENT CONTROL MAINTENANCE:
1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING FENCES.
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 SHALL BE REMOVED AFTER EACH
STORM EVENT.
4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER
FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE-'
EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX
AS DIRECTED BY THE OWNER.
--RIM-960. 0
..........
UJ J579 6:
�16 9
960.7 9 9.
V 0 9
,--96 0 9
M 9 0. 2- Z
41 03 - 190 3,
00%.
57.5
CBMH 3 957,
IRIM=956.0
01 n�o
?0
T57.0 F.F.E.=961
957.0
5157.0
A
5 3
4 IX/
BW=962.0 TW=975.0
BW=962.0
X 110 �p
966'55,*� --- - - - - -
VA
VA
(Z,?x N
x
960*.'Sl 9.85
K) 1 .9614
�2 40
36 4�d
V4 iA
1.57
M
C,t
,B 7
?IM=
I
A/
+
Tr
- - - - - - - - - - - -
964-
-- - - - - - - - 4_66--:Z=== - - - - - - TYPE 1
- - - - - - - - - EROSION, CONTROL
. . . . :.:_268 -
970 - - - - - - - - -
- - - - - - - -9-Z2---- SILT FENCE
-972 - - - - - - --
- - - - - - - - - - -
- - - 968-
964 - - - - - -
-962 - - - - - - - - -
'D,
In
DID
TT n
all� -
�i 1, 16
F
36
0 60 120 180
SCALE IN FEET
LEGEND
DENOTES
EXISTING CONTOUR
- - - - -
DENOTES
PROPOSED CONTOUR
- - ------
DENOTES
BOUNDARY LINE
- - - - - - -
DENOTES
DRAINAGE/UTILITY EASEMENT
DENOTES
EXISTING STORM SEWER
DENOTES
PROPOSED STORM SEWER
- 00000000001313-
DENOTES
TYPE 1 EROSION CONTROL SILT FENCE
-00000000000000000000
DENOTES
TYPE 2 EROSION CONTROL SILT FENCE
- CDC����
DENOTES
PROPOSED RETAINING WALL
DENOTES
PROPOSED ROCK CONSTRUCTION ENTRANCE
DENOTES
TYPE 3 EROSION CONTROL BLANKET
DENOTES
PROPOSED WETLAND MITIGATION
1.00%
DENOTES
PERCENT OF GRADE
DENOTES
DIRECTION OF DRAINAGE FLOW
x 910.5
DENOTES
PROPOSED SPOT ELEVATION
DENOTES
EXISTING BUILDING
DENOTES
PROPOSED BUILDING
DENOTES
EXISTING FES
'A 40 DENOTES PROPOSED FES/FES WITH RIPRAP
-- DENOTES EXISTING STORM MANHOLE/CB
0 DENOTES PROPOSED STORM MANHOLE/CB
F. F� E. - 9 6
8
9T11
959.46
3
957 -A
H
0
0)
=953.55
957.0 96
V 9 X,
58.12
Iva
ME COW
15
5 41
57.0 11� - & / t
1954-
,4 uCP
F.F.E.=951
<<
CB MH 1 -0
1 0
T
RIM=949.:6:�'d9�
FJ 0
950.98
958r7 x
- - - - - - - - - -
9 �5- -------
- - - - - - - - - -
060001 lar
MH I
01- 52.25
(:�,I
_% 3 4
o
X-"/
>
0
El
o0000 A
000 /V.
7. u
00
.0
WETLAND PROVIDE TEMPORARY OUTLET
1:� It
MITIGATION FROM SEDIMENTATION BASIN
11 F�- L
+ IF OUTLET STRUCTURE IS El
NOT IN PLACE. SEE DETAIL.
2
C
C I
C
61 t'litil :41
+ C
+++%++++++++ C
OUTLOT A +MEF P C
++TEMP + POND '11111 C
P
+ EMERGENCY OVERFLOW $EIAMENTA-000 NWL=942.00 11.111 C _Q
ELEV=947.80 +J3A31R++ + HWL=947.,35
+
PROVIDE TURF REINFORCEMENT MAT 0,11 ',�t - . . . -------
,Q,/ + + + rill", DD -
(SEE INSET) + u %�
0
0
I >
.0
0
X A 13
TYPE 3 EROSION
I!F P "1 17
�CONTROL BLANKET 00 _tl
boo
Q,
+ + 00
TYPE 2 EROSION . . . . . . .
RY+
_TEMP
ONTROL SILT FENCE
:1 El D 0 b t0000002i�00 0 0000 0 0 0 0 0000000 DOD 0 0000d000F1 F-1 ri r-1 m n F1
TYPE 2_/ `-TYPE 1 + + + + + ++++
EROSION CONTROL EROSION CONTROL + + + + + + +
SILT FENCE SILT FENCE
----------
A U�
_V TYPE 2
-0-1 111-m 111140 7 _LYMA"Ian 11)0
..... . EROSION CO
SILT FENCE
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering 9 Surveying 9 Planning
Soil Testing e Environmental Services
www.schoellmadson.corn
10580 Wayzata Boulevard
Minneapolis. Minnesota 55305-1525
phone; (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
NOTE: ALL PROPOSED CATCH BASINS IN PAVED
AREAS AND EXISTING CATCH BASINS ON GALPIN
BOULVEARD ADJACENT TO SITE TO HAVE
WIMCO-TYPE EROSION CONTROL INSERTS INSTALLED.
REFER TO SWPPP AND DETAILS.
fe
/01/
REINFO
X
OND
ELEV1 9 0
'FWL=947.35
'Co
10" 1
I I 0-)l 1G)II
(bl
_�, I it I
_1�- I J�- bo It
\ 00
It
EMERGENCY OVERFLOW DETAIL
30 SCALE
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
CONSTRUCTION AT NO COST TO OWNER.
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 955.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Galpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Iroject Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Sheet Title:
Grading, Drainage & Erosion Control Plan
Date:
9-29-05
Sheet:
6 of16
SIVII Project Numh,�-r: 62641-047
T
w
e
S
0 60 120 180
SCALE IN FEET
LTIZI 2 in, 09
1 10 7
5
- - - - - - - - - - - - - - - - - - - -
FES 5
142'-15" HDPE INV=961.00
CBMH 35
- - - - - - RIM=957.20
STMH 58 VNV=954.fd=�
RIM=972.00
INV.=959.56 00
63'-18" HDPE
0 0.80%_
8"X6" REDUCER
HYDRAN'
6" VAl
CBMH 57
RIM=960.00 --
INV.=956.00
STMH 18
RIM=960.10
INV=954.15-
MH 56
RIM=946.00
INV.=942.0 N
INV.=941.40 S
CBMH 55
RIM=943.00--
INV.=940.00
65' HDPE 241
0 0.70%
STMH 54
RIM=952.00r--
INV.=939.54
70' HDPE 24'l
0 0,77%
24" FES 4
GRATE BAR
8 C.Y. RIPRAP
INV.=939.00
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIE1
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
S
0
CB 34
RIM=961.20
INV=957.20
252'-18" HDPE
CB 38
F.F.E.=963 CB 21
01 RIM=961.3 RIM=960.5
I �:NNIIJ
INV=957.0 1 6" C900 WM INV=956.5
\ I, 1 23'-15" HDPE
- 48-15 STMH 30 0 2.78% IN
1,
0.5 RIM=961.00
STMH 19 0%
r INV=953.30(NE) STMH 33
RIM=960.78
14(l RCP RIM=961.90
D INV=954.81-\ INV=952.70(SE) INV-_955�86
0 1.0% IR
'4 STMH 20 INV=952.50(SW) CBMH 31
RIM=962.07 RIM=961.00 10l HDPE
INV=956.27 INV=955.62(S)
0 0.40%
CB 22 12 1 -9 4
RIM=957.80 Cll n
RIM=961.0 SAN -MH 7-\ 1 4
L4 INV=955.39 INV=95 .0 CB 12
+ C H 2ffj
8" -900 WATERMAINN >
S', (! q, 9 1 0
\--8" TEE
BVI VALVE IDPE C900 WM NE,W
F CBMH 11
00 ....... SAN -MH 8 Will
1`0 65 -12" RCE ll�q -
P_:
cli V _0_AO%_
--7-- 40%
0 C 2 23'-12" RCP 7!7__ ---_ , - 0 ll X
CONSTRUCTION NOTES:
1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT
DIMENSIONS AND LOCATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER IMMEDIATELY.
3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
CONNECTIONS.
4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
5. 6" & 8" WATERMAIN SHALL BE C-900 PVC OR DIP CL52 CONFORMING TO
THE REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS
SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA
C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE
PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL
COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE
SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF
AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS
SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG.
ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND
IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS
CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN
SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND
FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF
THE MINNESOTA DEPARTMENT OF HEALTH.
6. SANITARY SEWER SHALL BE 8" AND 6" PVC -SDR -35 UNLESS NOTED
DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A
MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE
CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N-
SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK
STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT
AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY
REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION
WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY
INSPECTIONS NEEDED FOR CITY ACCEPTANCE.
7. STORM SEWER SHALL BE CL5 REINFORCED CONCRETE PIPE OR APPROVED
EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE.
CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED
EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A
MAXIMUM OF 4 ADJUSTMENT RINGS.
8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698.78 OR All T-99) FROM THE PIPE
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
STANDARD PROCTOR IN THE UPPER THREE FEET.
9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES
INSPECTION BY THE CITY OF CHANHASSEN.
1r) MVI r) AM Il Al I l"ACTIKIr"NZ Tr) LAATrW MKIAI r_'PArW(Z
8 c I Rill 51.0 0 1.0% ............ ..
0 =959.05 B 37
0< RCP IN"ll __�31'-12" RCP RI 6�.81
0) M - 0 1.0% 4N�V�qn�q 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
I X INl 81 0
0 W 00 Z - 0 1.0% WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
D
0
CBMH 17 -454-0002 OR TOLL-FREE:
LOCATIONS. TWIN CITIES METRO AREA: 651
00 3: C1`3 RIM=956.00 n L -i 1-800-252-1166.
INV.=951.58 N Li - -MH -5-`
CB 44 12. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE
NV.=951.18 SW 3:1
RIM=960.0 OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST
0 INV=95 OBSERVE ALL WORK COMPLETED ON GALPIN BLVD. INCLUDING
6.0
CI F.F.E.=961 _CB 26 CBMH 9 REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES,
10 - RINl PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS
Q1, L
INV -955. TO EXISTING LINES, BACKIFILLING AND PLACEMENT OF BITUMINOUS
67'-15" RCP CB 39 PAVEMENT.
0 4.1l 71'- 5" RCP RIM=961.0
CBMH 45
0 1. % IINV=955.0 STMH 42
0
RIM=958.1 0 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE
C MH 28 INV=954.1 0 RIM= NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL
INV=955.04(E)
-MUTCD, INCLUDING
RI =956.62 EQUALIZER PIPE INV=953.56(NE) 116 - PE DEVICES AND SIGNING SHALL CONFORM TO THE MN
IN -952.62 0 O.� FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY
20'-8" HDPE INV=953.31(N)
STMH 5 197'-18" HDPE INV=953.16(S) 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION
CBM 16 RIM=96-3.0 CB 40 STMH �4 SHALL BE PROVIDED AT ALL TIMES.
IMX
9 INV=95�1.91 BMH 0 0.40% RIM=961 Il
R 53.55 RIM=961.50
Ill HDPE
IN 949.55 INV=957.50 INV=95�. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE
-MH 0 0.87%
222'-1 HDPE
`7 WITH Mn/DOT SPECIFICATIONS.
V I -Nil @ 3.2% H 7 CBMH Ill
1 2 -RM=9_6_0.O 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
3. INV=956. bWVE
CBM4 4\ SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
0 41
0) RIM=961.0 DEPARTMENT.
K to,
75'-12" HDPE
0 5.0% 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
_P_ 00 CBl Ll SAN H 1 COMPANIES.
41'-15; HDPE
RIM=957.0
CBMH 27
0 CBMH 15 F.F.Ell 0 0.40.
RIM=949.00
INV.=945.67 \0 INV=951.82(N) SAN -MH SAN -MH 2-,- LEGEND
20' 27" RCP STMH 13 INV=951.62(S) <
a 0.60% RIM=952-00 I \ \ 1\ I H 5
X Z
00 INV=944.79-\ STMH DENOTES BOUNDARY LINE
O-WATuNltmAtw < Sirl 'll
DENOTES DRAINAGE/ UTILITY EASEMENT
80' 27" RCP 8" C900 WM
BEND HYDRANT TMH 14 . . . . . . . %
CP 6" VALVE "LUG) DENOTES EXISTING STORM SEWER
""Il <<- DENOTES PROPOSED STORM SEWER
0 0
CBMH 52
n 0 l DENOTES EXISTING WATERMAIN
% 15' -HDPE ___� 1
1 RIM=955.90
STMH 1 1 NV=956.71 (E) L
DENOTES PROPOSED WATERMAIN
INV=955.67(S) JBMH 53
PROPOSED WETILAND M=960.80 CB 51 DENOTES EXISTING SANITARY SEWER
MITIGATION 1=956.80 RIM=964.0 I
42:91FIES.02 INV=960�0--,_�, <- DENOTES PROPOSED SANITARY SEWER
IN' Nl 42 . 0 DENOTES EXISTING BUILDING
25 CY RIPRAP
CB 29
0 15" HDPE DENOTES PROPOSED BUILDING
FES 1 RIM=958.95 167'-18" HDPE T, .0% 129'-18" HDPE
INV=941.85 INV=950.93 0 1.0% DENOTES PROPOSED RAINGARDEN
30'-33" RCP @ 0.82%--,,,
0 0.50% DENOTES EXISTING FES
STMH 50
CBMH 7 RIM=961.50 A DENOTES PROPOSED FES/FES WITH RIPRAP
DENOTES EXISTING STORM MANHOLE/GB
OUTLET CONTROL STRUC RIM=959.50 INV=958.94
(SEE D 30'-33" RCP INV=951.34 CBMH 49
@ 10.0% RIM=964.0
INV=958.05
J 0 DENOTES PROPOSED STORM MANHOLE/CB
FES 3
INV=942.00-4 8" C900 Will 0 DENOTES EXISTING SANITARY MANHOLE
DENOTES PROPOSED SANITARY MANHOLE
122'- r"ll -7 269l HDPE 0 1.50% ............. 1 91
0 266'-27" HDPE @ 1.0% 18" HD E DENOTES EXISTING HYDRANT
CBMH 48 0.8t%
RIM=959.0 DENOTES PROPOSED HYDRANT
INV=954.0 DENOTES PROPOSED GATE VALVE
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 Reg. No. 12048
Reviewed By: JERRY BACKMAN -Date:9-28-05
Designed By:
Drawn By:
Checked By:
Schl & Madson, Inc.
Engineering e Surveyingll Planning
Soil Testing No Environmental Services
www.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
BENCHMARK
1. MNDOT control monument JON Ill along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Golpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHAS EN, MN
Sheet Title:
Private Utility Plan
Sheet:
7 Alf
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 Reg. No. 12048
Reviewed By: JERRY BACKMAN -Date:9-28-05
Designed By:
Drawn By:
Checked By:
Schl & Madson, Inc.
Engineering e Surveyingll Planning
Soil Testing No Environmental Services
www.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
BENCHMARK
1. MNDOT control monument JON Ill along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Golpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHAS EN, MN
Sheet Title:
Private Utility Plan
Sheet:
7 Alf
PROFILE SCALE
HORIZ: 1 "=50'
VERT: 1 "=5'
T1 P M
V
1.6
IWIM
�1�
8"1 TEE HYDRANT
6. VALVE 8"1 BEND CB 12 " VALVE 8" PLUG
12"x " ER __\ 60'-6 SDR35
n
min =___0 FA/417=100
ISOM=
.�SAN iiiiiiii
-END PUBLIC
CONSTRUCTION
AT TEE 8--45- BENb
CBMH 1 1_/
STMH 10
SAN -MH 8
END PUBLIC CONSTRUCTION AKI
SAN 6
8- PLUG
38'-15" PVC SDR35 H 9
0 1.0%
STUB INV=949.00
H 8
IV 4
I V
11 1'
V
112'N
............ '''' .................. ` ............. ........
C14
Ll ('0
cl� 0 00 1
0) C4 Z V)� .... ....... . ' '-4-- 8- 1 - - 970
.......... bd CO F�: -9
00
(1� 0 0 Ln 0) (6 Cc! Lo r'o: C14 1
)0 +(Ot r- + '7 -In 04 0
riili� 01 Iq C14 0) 000044. ID Ln U,) to OM,
Lo lliiiii� 0 LO T cu,)) A 0: CD -M 0) 0) 0) (o
+ (Do 0)
0) o)
- :2 > ol > > >
< III. = +(Dq-
(n V) FE gm > >, :2
M 0 0) C)
.................... ..... .............................
Z
EXISTING GROUND
V) Ln
ROPOSED GRADE
. ... .............. ........................................ ... .... :960
MINIMUM COVER
.......... ............. .......
..............
RC:
J
8" �-900 WA ERMAIN
...... t67LF 8 --PVC 'SEW ............... 950
35: 0 0.40% 20OLF:8" PVC SDR 35
DATUM ELEV
Ip
CIO
Ln
0)
If?
q
`�
O�
-
UO
0
0
0
CD
00
PROPOSED STORM SEWER
(D
CD
CD
00
00
00
00
CD
-
7��
V�
4
4
4
(0
06
6
cli
Lc)
Ln
Lr)
U-)
(0
CD
Cc
CD
CD
LID
CC)
Lo
CD
r,
r-
0)
M
M
0)
M
0)
M
M
M
M
M
M
U)
M
M
945.00
3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
N
�-'CBMH 3
\z
-12"1 TE Ai7
8fl-VALVIES �S_ 2�
M 5
12 " -1
BE�D
F F`_
F ......
F. F ......
33'-6" PVC SDR35
0 2.0%
STUB INV=949.28
HYDRANT
W/6- VALVE
12'1 TEE
12"-4 END R
CBMH 8" PLUG
2'l
35�_15'PVC SDR35
12"1 0 2.0%
8" VALVE & STUB INVi 9
Wi VALVE
. .........
12"x6" TEE
Si
G
Ild
SAN -MH 2 12 X8" TFFS
6" U 12'1 BEND ��-&`PVC_SDR35 8" VALVES
.0%
948.18 0 2.0%
STUB INV�947,87 8" PLUG
STMH 5 MH 6
q
S
0 50 100 150
SCALE IN FEET
LEGEND
--- DENOTES
BOUNDARY LINE
Ln
DENOTES
DRAINAGE/ UTILITY EASEMENT
LO lc--�
DENOTES
EXISTING STORM SEWER
<<-
DENOTES
PROPOSED STORM SEWER
0
Lr)
DENOTES
EXISTING WATERMAIN
" c -,J
DENOTES
PROPOSED WATERMAIN
<-
DENOTES
EXISTING SANITARY SEWER
<-
DENOTES
PROPOSED SANITARY SEWER
"1 0
CD
DENOTES
EXISTING BUILDING
oo
DENOTES
PROPOSED BUILDING
It r�)
1
DENOTES
EXISTING FES
4
DENOTES
PROPOSED FES/FES WITH RIPRAP
0) Fl-
00
N
�-'CBMH 3
\z
-12"1 TE Ai7
8fl-VALVIES �S_ 2�
M 5
12 " -1
BE�D
F F`_
F ......
F. F ......
33'-6" PVC SDR35
0 2.0%
STUB INV=949.28
HYDRANT
W/6- VALVE
12'1 TEE
12"-4 END R
CBMH 8" PLUG
2'l
35�_15'PVC SDR35
12"1 0 2.0%
8" VALVE & STUB INVi 9
Wi VALVE
. .........
12"x6" TEE
Si
G
Ild
SAN -MH 2 12 X8" TFFS
6" U 12'1 BEND ��-&`PVC_SDR35 8" VALVES
.0%
948.18 0 2.0%
STUB INV�947,87 8" PLUG
STMH 5 MH 6
q
S
0 50 100 150
SCALE IN FEET
LEGEND
LOW POINT ELEV 957.99
LOW POINT STA 6+04.57
PVI STA = 6+04.57
P.M. E��. =. 25.71 ............ ......... ......... ......... ......... ......... ......... .............. ................ .......
A. D. 2.00 00 0) ri 0
Li 0
> r) I. . C� in
K = 8b.00 -q- 6
C4 +
-GROUND +
160.OQ' VIC 00)0)
-Z
Z: IJ ............. < 970
......... ... ......... ......... .. ...... ......... ....... .........
of
r- 0� CC)
0) 0) U-) to Cc) p
"1 0 0, ll� ,
0) un Zo U� to 0
+ L(i (00 N -J
2: + OC) 00 c6 M (6 W
G) 0 n to co 04 + un + (0 PROPOSED V)
G) 0) Ln + LO ri C3 r : :2 BEGIN STREET
:2 oc) 0 + U-) Ln 0) ro (M 5;
11 + 11 11 0) 0) 1 CEOTERLINE GkADE O_
LO :2 > .(0 00. r,: If) , 11 11 11 11 5; CONSTRUCTION
II �1 ........ .............. Li . .. I. I. : I. ; <:2-> ........... : ..... -I 1. 0 . .... ......... &TA -0+48.97
;LC ko V ........... UJ vi > .......... ...... ......... .
V) ui)� of to
< U) C) 0) 0) V) 0 (n V) Ln Cn a-�
V) Ln ft� Il 11 0 >
> M
> M
(n COY K
00%
.......... ....... ............. ......... .. ...... ......... ......... .... .. I. .................... ......... ......... ......... .................... 960
....... -------
7
--END STFIEET CQNNECT TO.EXISTING
CONSTRUCTION .1
STA=943.12 7.5' 12' WATER STUB
MIMMUM COVER
24" RCP
............... �7":RCP ... ......... ..... ......... ......... ......... ......... ......... ... ..... ............. ...... . .......
MAINTAIN MEN. 18"
VERTICAL SEPERATION 15" RCP
5�1 RCP ERMAIN ------ CL '2 ATE?
CL52
M2" DIP BUI-D MANHOLE OVER END
........... ... ...... : .... ............ ... .......
............ ................ ......... .... -OF ` EXISTING 'SANITARY'STLrB ........ 950
124 LF: 8" PVC SOR35 CONTRACTOR TO FIELD VERIFY
:0.40% INVERT PRIOR TO CONSTRUCTION.
127 LF 8" PVC '-SDR35 146 LF B'
0 0.40% @ 0.40% 32 Z L� �11 PVC S:DR35
................... ......... ......... ......... ......... ......... .......
..... I. Q; 407 ..... ......... ....
.......... ......
183 LF 8" PVC. SDR35 @ 0.40%
--- DENOTES
BOUNDARY LINE
Ln
DENOTES
DRAINAGE/ UTILITY EASEMENT
LO lc--�
DENOTES
EXISTING STORM SEWER
<<-
DENOTES
PROPOSED STORM SEWER
0
Lr)
DENOTES
EXISTING WATERMAIN
" c -,J
DENOTES
PROPOSED WATERMAIN
<-
DENOTES
EXISTING SANITARY SEWER
<-
DENOTES
PROPOSED SANITARY SEWER
"1 0
CD
DENOTES
EXISTING BUILDING
oo
DENOTES
PROPOSED BUILDING
It r�)
1
DENOTES
EXISTING FES
4
DENOTES
PROPOSED FES/FES WITH RIPRAP
0) Fl-
00
DENOTES
EXISTING STORM MANHOLE/CB
N
DENOTES
PROPOSED STORM MANHOLE/CB
0
DENOTES
EXISTING SANITARY MANHOLE
.0
r--
�0
DENOTES
PROPOSED SANITARY MANHOLE
6 Lin
CD
DENOTES
EXISTING HYDRANT
CID
DENOTES
PROPOSED HYDRANT
, .0
c6 O)o6
Lr)
DENOTES
PROPOSED GATE VALVE
LOW POINT ELEV 957.99
LOW POINT STA 6+04.57
PVI STA = 6+04.57
P.M. E��. =. 25.71 ............ ......... ......... ......... ......... ......... ......... .............. ................ .......
A. D. 2.00 00 0) ri 0
Li 0
> r) I. . C� in
K = 8b.00 -q- 6
C4 +
-GROUND +
160.OQ' VIC 00)0)
-Z
Z: IJ ............. < 970
......... ... ......... ......... .. ...... ......... ....... .........
of
r- 0� CC)
0) 0) U-) to Cc) p
"1 0 0, ll� ,
0) un Zo U� to 0
+ L(i (00 N -J
2: + OC) 00 c6 M (6 W
G) 0 n to co 04 + un + (0 PROPOSED V)
G) 0) Ln + LO ri C3 r : :2 BEGIN STREET
:2 oc) 0 + U-) Ln 0) ro (M 5;
11 + 11 11 0) 0) 1 CEOTERLINE GkADE O_
LO :2 > .(0 00. r,: If) , 11 11 11 11 5; CONSTRUCTION
II �1 ........ .............. Li . .. I. I. : I. ; <:2-> ........... : ..... -I 1. 0 . .... ......... &TA -0+48.97
;LC ko V ........... UJ vi > .......... ...... ......... .
V) ui)� of to
< U) C) 0) 0) V) 0 (n V) Ln Cn a-�
V) Ln ft� Il 11 0 >
> M
> M
(n COY K
00%
.......... ....... ............. ......... .. ...... ......... ......... .... .. I. .................... ......... ......... ......... .................... 960
....... -------
7
--END STFIEET CQNNECT TO.EXISTING
CONSTRUCTION .1
STA=943.12 7.5' 12' WATER STUB
MIMMUM COVER
24" RCP
............... �7":RCP ... ......... ..... ......... ......... ......... ......... ......... ... ..... ............. ...... . .......
MAINTAIN MEN. 18"
VERTICAL SEPERATION 15" RCP
5�1 RCP ERMAIN ------ CL '2 ATE?
CL52
M2" DIP BUI-D MANHOLE OVER END
........... ... ...... : .... ............ ... .......
............ ................ ......... .... -OF ` EXISTING 'SANITARY'STLrB ........ 950
124 LF: 8" PVC SOR35 CONTRACTOR TO FIELD VERIFY
:0.40% INVERT PRIOR TO CONSTRUCTION.
127 LF 8" PVC '-SDR35 146 LF B'
0 0.40% @ 0.40% 32 Z L� �11 PVC S:DR35
................... ......... ......... ......... ......... ......... .......
..... I. Q; 407 ..... ......... ....
.......... ......
183 LF 8" PVC. SDR35 @ 0.40%
Zy'll
9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+0-0--- 50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
Ily uliviiii.t oupvlvl�lvll allu lillat I all. a iii.l��1I
Engineer under the laws of the State of Minnesota.
(enneth E. Adoff
)ate: 9-28-05 -Reg. No, 12048
leviewed By: JERRY BACKMAN -Date: 9-28705.
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering o Surveying le Planning
Soil Testing le Environmental Services
vilwiliv.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (95M 546-9065
Client:
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
PROFILE SCALE
HORIZ: 1 "=50'
VERT: 1 "=5'
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT. along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Golpin Blvd, and 39fi NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MIN
Sheet Title:
Public Street & Utility Plan
Date:
9-29-05
Sheet:
8 of 6
7
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Ily uliviiii.t oupvlvl�lvll allu lillat I all. a iii.l��1I
Engineer under the laws of the State of Minnesota.
(enneth E. Adoff
)ate: 9-28-05 -Reg. No, 12048
leviewed By: JERRY BACKMAN -Date: 9-28705.
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering o Surveying le Planning
Soil Testing le Environmental Services
vilwiliv.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (95M 546-9065
Client:
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
PROFILE SCALE
HORIZ: 1 "=50'
VERT: 1 "=5'
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT. along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Golpin Blvd, and 39fi NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MIN
Sheet Title:
Public Street & Utility Plan
Date:
9-29-05
Sheet:
8 of 6
7
SUB INV=943.21 -
END PUBLIC CONSTRUCTION-
STMH 1
5'-15" RCP @ 1.0%
SUB INV=950.05---'
<
�,I IVI. I �
SXM`IH
F
I
PROFILE SCALE
C)P17* 1 )p = r� W
U)
VERT: 1 "=5
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960 00 ...................... 960
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........ ......... .... .............. ....... ....... .....
�-30'-15" HDPE
@ 0.40%
1'73'-42" RCO @ 0.40%
950 ......... .......... 17 ................ 950
40'--42" RCP
;9 0.40% 8" PVC
7 ......... ......... ......... ......... ......... .........
85'-42" RCP:
0 �.40%
56�-54" RCP:@ 0.40%
940 ......... ......... ......... ......... 7 ......... ......... ......... :940
0
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(REFER
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nn IF
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IH :3
................................................................................................................................................
970 ..... cy ......... ........... ............ ........................................ ... ......
0. LJZW
1`0 00
-(0(o Z UJ Z
Lo 00 0! �0 - �OO 1'� r-- Ln Z Z V) CA) c� 0) to + Ln 0
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0) 0) 0) 0) 0) + to u') Lr) - + in U) (D ' M 06 ir-� No
00 C) 0) 0) o) - (00)0) r- rI 6 � 6 10 + V) W) U-) U-.) >
=11-11 11 111[ - = 11 11 U + LO U-) Lo Ln in 0) 0) M 0) Z
......... M.;�:n.I III.: ........ ..... (D. ..: ...... (0.0 ............
7__ �<_ M X 0)-cr)-m-I ll -n -n -q .......
V) v) M M ....... :2 11 11 1[ 11 11 q M �<
0 Z Z M P- -M > > >
AM>>>> Cr) V)
-PROPOSED a) E K Z Z X
C;RADE 'EXISTING GROUND
......... ......... ........ ......... ......... .......
960 ...
0, 4D% - - i_, �,.d N L, 1`� .
@ 0.40%
950 ....... ......... ......... ......... ......... ........ ..... .... ......... ......... .........
6" SPINITARY S�RVICE
PRO\fflE INSUL�TION BE*EN 6 SANITARY SERVICE
SERVICE PIPE AND 30" RCP
....... .......... e"- IWATE�MAIN ..... ................... : ......... ...... .......... ....... ...... ......... ......... ......
LOWER UNDERNEAT6 PROPOSE:'D 30" RCP
6" W�TER SERVI;CE
TO ACHIEVE 18" MINIMUM VERTICAL SEPARATION LOWE� UNDERN�ATH PROPbSED 24" ]RCP
TO ACHIEVE 18" MINIMUM VERTICAL SEPARATION
940
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
9+bU 9+UU b+bU 8+UU /+bU /+UU b+bU b+UU t)+tDU 11D+UU 4+1)U 4+UU 1�+Z)u )+UU
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Sell Testing * Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
V
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
CONSTRUCTION NOTES:
1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT
DIMENSIONS AND LOCATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER IMMEDIATELY.
3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
CONNECTIONS.
4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
5. STORM SEWER SHALL BE CLASS 5 RCP OR APPROVED EQUAL.
CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE.
CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED
EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A
MAXIMUM OF 4 ADJUSTMENT RINGS.
6. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
STANDARD PROCTOR IN THE UPPER THREE FEET.
7. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.
8. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
LOCATIONS. TWIN CMES METRO AREA: 651-454-0002 OR TOLL-FREE:
1-800-252-1166.
9. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
DEPARTMENT.
10. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
COMPANIES.
LEGEND
C�
10 CD
LI-)
0 Ln
I-
U-) N
co
0 00
-0
0
-0
NEENAH R-2561
ff) C�l
Cq (7)
C`4 C\J
0 Q0
0
0 0
Co CD
0) 0
to
'1 0
<
DENOTES
0
"t 0
CD
0
'4' M
CC
"I M
EXISTING BUILDING
N
0 -
cl�
r--
.
0
r_1
U) -
C; 00
LD
.0
r-
�D
-
6 r,
ED
.
(0
co
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(7) Q0
0
CO
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0) �0
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Q0
c6 c J
C -D
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.0
c6 17)
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.0
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o6 `0
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Lf-)
-(0
o6 00
U-)
o6 cc
Ln
Ln
Ln
�D
d)
-
6 co
W) J-)
CID
LO
6 CD
(0 L(�
.(o
r-,
T)
C; 00
to Lf�
PROPOSED HYDRANT
4'
(D
0)
PROPOSED GATE VALVE
M
(7)
(0
0) M
0)
LO M
0)
CT)
U-) 0�
M
0)
0
0) J)o)
V)
0) CT)
0
0) 9)
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0) 0)
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0) 0�
U-)
0) J-)
0
0) 0)
ur)
0) 0)
0)
.
0) 0)
0)
0) (7)
0-)
0) M
M
0) 0')
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
9+bU 9+UU b+bU 8+UU /+bU /+UU b+bU b+UU t)+tDU 11D+UU 4+1)U 4+UU 1�+Z)u )+UU
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Sell Testing * Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
V
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
CONSTRUCTION NOTES:
1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT
DIMENSIONS AND LOCATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER IMMEDIATELY.
3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
CONNECTIONS.
4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
5. STORM SEWER SHALL BE CLASS 5 RCP OR APPROVED EQUAL.
CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE.
CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED
EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A
MAXIMUM OF 4 ADJUSTMENT RINGS.
6. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
STANDARD PROCTOR IN THE UPPER THREE FEET.
7. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.
8. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
LOCATIONS. TWIN CMES METRO AREA: 651-454-0002 OR TOLL-FREE:
1-800-252-1166.
9. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
DEPARTMENT.
10. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
COMPANIES.
LEGEND
STRUCTURE
TYPE
MH DIAMETER
DENOTES
BOUNDARY LINE
STMH
DENOTES
DRAINAGE/ UTILITY EASEMENT
2
DENOTES
EXISTING STORM SEWER
NEENAH R-2561
DENOTES
PROPOSED STORM SEWER
7'
DENOTES
EXISTING WATERMAIN
CBMH
DENOTES
PROPOSED WATERMAIN
<
DENOTES
EXISTING SANITARY SEWER
<-
DENOTES
PROPOSED SANITARY SEWER
5'
DENOTES
EXISTING BUILDING
CBMH
5'
NEENAH R -3250-B
DENOTES
PROPOSED BUILDING
5'
9+bU 9+UU b+bU 8+UU /+bU /+UU b+bU b+UU t)+tDU 11D+UU 4+1)U 4+UU 1�+Z)u )+UU
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Sell Testing * Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
V
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
CONSTRUCTION NOTES:
1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT
DIMENSIONS AND LOCATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER IMMEDIATELY.
3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
CONNECTIONS.
4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
5. STORM SEWER SHALL BE CLASS 5 RCP OR APPROVED EQUAL.
CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE.
CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED
EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A
MAXIMUM OF 4 ADJUSTMENT RINGS.
6. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
STANDARD PROCTOR IN THE UPPER THREE FEET.
7. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.
8. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
LOCATIONS. TWIN CMES METRO AREA: 651-454-0002 OR TOLL-FREE:
1-800-252-1166.
9. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
DEPARTMENT.
10. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
COMPANIES.
LEGEND
STRUCTURE
TYPE
MH DIAMETER
DENOTES
BOUNDARY LINE
STMH
DENOTES
DRAINAGE/ UTILITY EASEMENT
2
DENOTES
EXISTING STORM SEWER
NEENAH R-2561
DENOTES
PROPOSED STORM SEWER
7'
DENOTES
EXISTING WATERMAIN
CBMH
DENOTES
PROPOSED WATERMAIN
<
DENOTES
EXISTING SANITARY SEWER
<-
DENOTES
PROPOSED SANITARY SEWER
5'
DENOTES
EXISTING BUILDING
CBMH
5'
NEENAH R -3250-B
DENOTES
PROPOSED BUILDING
5'
DENOTES
EXISTING FES
4
DENOTES
PROPOSED FES/FES WITH RIPRAP
10
DENOTES
EXISTING STORM MANHOLE/CB
0
DENOTES
PROPOSED STORM MANHOLE/CB
0
DENOTES
EXISTING SANITARY MANHOLE
STMH
DENOTES
PROPOSED SANITARY MANHOLE
56
DENOTES
EXISTING HYDRANT
4-
DENOTES
PROPOSED HYDRANT
4'
DENOTES
PROPOSED GATE VALVE
STMH
DENOTES
LIMIT OF PUBLIC STORM SEWER
PLUG 5'
FROM STRUCTURE OR AT PROPERTY LINE
STORM SEWER SCHEDULE
STRUCTURE
TYPE
MH DIAMETER
CASTING
1
STMH
81
NEENAH R-1733
2
CBMH
7'
NEENAH R-2561
3
CBMH
7'
NEENAH R-2561
4
CBMH
8'
NEENAH R -3250-B
7
CB
4'
NEENAH R -3250-B
5
CBMH
5'
NEENAH R -3250-B
6
CBMH
5'
NEENAH R -3250-B
8
STMH
5'
NEENAH R-1733
9
STMH
4'
NEENAH R-1733
10
STMH
4'
NEENAH R-1 733
58
STMH
4'
NEENAH R-1733
57
STMH
4'
NEENAH R-1733
56
STMH
4'
NEENAH R-1733
55
STMH
4'
NEENAH R-1733
54
STMH
4'
NEENAH R-1733
4:12re MIXYTIN171
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE IVINDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft+ west of westerly edge of
bit, Galpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
I CHANHASSEN, MN
Sheet Title:
Public Storm Sewer Plan
Date:
9-29-05
Sheet:
9 of16
I � M! prok 62641-047
IMPACTED WETIMAND AREAS
4-4l
TOTAL
Incidenta
0.44 cc
0.07 cc
0.03 cc
0.54 cc
REQUIRED MITIGATION AREA
0.54 cc x 2 = 1.08 cc
PROPOSED WETIMAND AREAS
NEW WETLAND V 0.54 cc
CREDITS (MITIGATION)
PUBLIC VALUE rff`� 1.12 cc
CREDITS (PONDS) T)
TOTAL 1.66 cc
M
IMPACTED WETLAND
PROPOSED WETLAND
— — — — — — 964
— — — — — — --- — — — — — — — — — —
-OUTLOT- B ---------
=Z:Z;To 77 — — — — —
.... . -- — — — — — — — 968 — — — — — — — — —
��70 — — — — — — — — — — - --
6ASIN F 35-50 ----964 - — — — — — — — — — — — — — — -
--9 — — — — — — — — — =.77-- ZMZ.=.7Z' z
As
:LL1q AS
rnurtw
T4 VL
F. F. 9 6,�
t AS
T AS
04
ERE
r
71
vlo; v
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0 .17 *,7 7,AX9 I N IF 51-80 NORTH 0A V v
I �W7* I - \* EDGE OF 1--Nne'rill
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0 60 120 180
SCALE IN FEET
5bjdYE
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C
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GN
R1111110111111W
Is
V
- - - - - - - - - - -
7
------- W so If
9 4 (7— — — — — — — —
– — — — — — — — — — — — —
hA.
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WET
P U F FR!
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.SETBA "It-
--9
IN 7-90
PRIbr-OSED WETLAND
29 MITIGATION-
aF so
4:,
58 52
7-`�`,\`l
I / F F. E.
9W74 /'401
2
V
—80 SOUT
BASIN IF 51 H
OUTIMOT A
F)
r)
r �Jkj I Iliff: FROPOI P Q
20
P
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Ai:ll: HWL=g `15. 'MIN
Co
c
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LANE A,. I
+ SV\y "Xf
Is W Ill, w \0
'777 — — — — — — — — — — — —
I I k
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5
4
L
>
- - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - -
BENCHMARK .. ....
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.4-4 feet (NGVD-1929).
V�\2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
3 bit, Galpin Blvd, and 39ft± NW of Power Pole. NX
. SMI Control monument #2 located 14ft± west of westerly edge of
Elevation = 965.75 feet (NGVD-1929).
Elevation = 970.48 feet (NGVD-1929).
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: -- Reg. No.
Reviewed By:
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering e Surveying 9 Planning
Soil Testing sol Environmental Services
www.schoellmadson.com
10580 Way7ata Boulevard
Minneapolis, Minnesota 55305-1525
pt -one: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
-- - --------- --- ----
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Sheet Title:
Weiland Mitigation Plan
Date:
9/29/05
Sheet
10 : of 16]
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: -- Reg. No.
Reviewed By:
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering e Surveying 9 Planning
Soil Testing sol Environmental Services
www.schoellmadson.com
10580 Way7ata Boulevard
Minneapolis, Minnesota 55305-1525
pt -one: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
-- - --------- --- ----
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Sheet Title:
Weiland Mitigation Plan
Date:
9/29/05
Sheet
10 : of 16]
-0
FILTER FABRIC
(-)0 C
PTM 0"(
6" MINIMUM DEI 0
1" 2" WASHED ROCK
18" MINIMUM CUT OFF BERM
TO MINIMIZE RUNOFF FROM SITE
'q0'600C(
oilgion-..
NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK
TO STOP MUD MIGRAT10N THROUGH ROCK.
CITY OF
40 V(3
CHANHASSEN
I t"r," 4'ek t 0, 'b :
1 -96 V;n':
9" 3-3 04
Manhole Costing and Adjusting
Ring (See Plate 2110)
Provide I&I Barrier on all sanitary
sewer monhole(see plate 2109)
Manhole steps, Neenah R1981J
or Aluminum, 16" on center.
Steps Shall be on Downstream
Side Unless Pipe Diameter is
18" or Larger
All',joints in manhole to have
"0 ring rubber gaskets.
A Maximum of 2 Short Manhole
4 _011 Risers to be Used Directly
Below Cone Section
Pipe shall be cut out flush
with inside face of wall.
/2 of
Precast Inverts Must be 1
Pipe Diometer and Benches
Sloped 2" Toward the Invert
6" for 14' deep or less, and increases
1" in thickness for every 4' of depth
recast base is
/Minimum thickness of p
greater than 14'.
NOTE:
1. Kor-n-seol manhole or equal considered acceptable alternate.
2. All dog houses shall be grouted on inside and outside.
3. When the manhole or catch basin structure is constructed
outside the traveled roadway a witness post and sign
shall be installed next to the manhole.
211IMM
A
CITY OF 0 4 'Pet,
CHANHASSEN
11.04
0
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CITY OF
t 1 -s
a a We .00%4 1
CHANHASSEN
to
R'.
... SED: 1 -00 1' ��01' 1 -0� DAT!
400.o.
1T
Note:
Silt fence per MNDOT
specifications, source 2000,
machine sliced woven
monofilament, 36"wide fastened
steel T -Posts with 3(501b) tem
strength plastic zip ties per
T -Post. (Machine sliced)
EROSION CONTROL
FENCE TYPE 1
T Posts 24" in ground
Fies
Min. Depth of silt
fence embedment.
Note:
T pe 2 silt fence is the some as type I with hay bales installed as per detail
y
Type 2 to be used to protect all wetlands.
/VN DROP LID 7.5' Minimum cover required
1I Tyler No. 6860 over top of water main -
Mueller
No. H-10361
Bibby -Ste -Croix No. B-5160
PROVIDE VALVE STEM RISERS
TO WITHIN 6" OF THE SURFACE
IF THE DISTANCE FROM
THE TOP NUT OF THE VALVE TO
THE SURFACE IS GREATER THAN 8'_
Grade
li;
TOP Adjust top to 3/4" below
Tyer No. 6860 26" grade. Box to be set to
Mueller No. H-10361 26" provide 12" of adjustment.
Bibby -Ste -Croix No. VB502 27"
Tyier No. 6860
Mueller No. H-10357
EXTENSION Bibby- Ste -Croix B-5001
Tyler No. 58 14" Gate valve box, screw type,
No. 59 18"
3 piece, � 1/4" shaft, size
No. 60 24" G box, 7 -6 extended,
Mueller No. 58 14:: #6 round base
tie. 59 20
Bibby -Ste -Croix
VB520 No. 57 9" GATE VALVE ADAPTER: 1/4'
U STEEL NTH PROTECTIVE
VB521 No. 58 14"
VB522 No. 59 20"
COATING, 1/2- RUBBER
GASKET INSTAI I ED BETWEEN
VB523 No. 60 26"
THE GATE VALVE AND
GATE VALVE ADAPTER.
BOTTOM
T�Aer No. 6860 65"
Mueller No. H-10361 65"
Bibby -Ste -Croix No. VB516 60"
Resilient Wedge Valve
Valve and Box to be Conforming to AWWA
plastic wrapped per C-515-80 standards
with all stainless steel
BASE section 2.03o
nuts bolts.
18"Xl8"X8" concrete block
G A �-r I A or
'0% b.
CITY OF 0
::"1 It 4
A I I A to
CHANHASSEN -Xhly
-03,1-04
2-97.1 :)"'M: ::a.:
0�.. 9
1. 9", 4006
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
MINIMUM 6" OF
Hay or Straw Bales
PIPE DIA. RiPRAP REQUIRED
COMPACTED SAND
T. vW � dev. ev�o xW IS t. 2 0 int� N
AS
552�-
'.W�
Zip Ties
UNDER RIP RAP AND 2
[Rks W W �� 6' W�� d�
�� M 11daid
S, SrIRMAM
(One cubic yard is approximately 2,800 lbs.)
ere eb �,.,-D,.&ble
NWLAIM
EROSION CONTROL
DEPTH (TYPICAL).
C.
FENCE - TYPE 2
VERTICAL BENDS WITH
MEGA LUGS
24" x 36
AS REWIRED.
I
CrrY OF
L
raction Joints ____V - �02 I
Con A
ex. pacing in xponsion on (typ)�
WATERMAN UNDER
STORM SEWER
;a
CITY OF
CATCH BASIN IN RADIUS
4
CHANHASSEN
CHANHASSEN
,
#
B61 8 CURB
6
N, 12"
...... SE:>.2-97. 1-02.
1-11. 1-01
)"I'M
0-300
12"-18" 314-0 4- 5/8-
TRANSIT]IN
CURB &
GUTTER
Top Bituminous Material
/VN DROP LID 7.5' Minimum cover required
1I Tyler No. 6860 over top of water main -
Mueller
No. H-10361
Bibby -Ste -Croix No. B-5160
PROVIDE VALVE STEM RISERS
TO WITHIN 6" OF THE SURFACE
IF THE DISTANCE FROM
THE TOP NUT OF THE VALVE TO
THE SURFACE IS GREATER THAN 8'_
Grade
li;
TOP Adjust top to 3/4" below
Tyer No. 6860 26" grade. Box to be set to
Mueller No. H-10361 26" provide 12" of adjustment.
Bibby -Ste -Croix No. VB502 27"
Tyier No. 6860
Mueller No. H-10357
EXTENSION Bibby- Ste -Croix B-5001
Tyler No. 58 14" Gate valve box, screw type,
No. 59 18"
3 piece, � 1/4" shaft, size
No. 60 24" G box, 7 -6 extended,
Mueller No. 58 14:: #6 round base
tie. 59 20
Bibby -Ste -Croix
VB520 No. 57 9" GATE VALVE ADAPTER: 1/4'
U STEEL NTH PROTECTIVE
VB521 No. 58 14"
VB522 No. 59 20"
COATING, 1/2- RUBBER
GASKET INSTAI I ED BETWEEN
VB523 No. 60 26"
THE GATE VALVE AND
GATE VALVE ADAPTER.
BOTTOM
T�Aer No. 6860 65"
Mueller No. H-10361 65"
Bibby -Ste -Croix No. VB516 60"
Resilient Wedge Valve
Valve and Box to be Conforming to AWWA
plastic wrapped per C-515-80 standards
with all stainless steel
BASE section 2.03o
nuts bolts.
18"Xl8"X8" concrete block
G A �-r I A or
'0% b.
CITY OF 0
::"1 It 4
A I I A to
CHANHASSEN -Xhly
-03,1-04
2-97.1 :)"'M: ::a.:
0�.. 9
1. 9", 4006
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
MINIMUM 6" OF
6" 1 Distance to ll� variable
PIPE DIA. RiPRAP REQUIRED
COMPACTED SAND
12' TO 24" 8 to 12 CY CL.3
PROPOSED SEWER
27" TO 33" 14 to 20 CY CL.3
GRANULAR FILTER REQUIRED
36" TO 48" 23 to 38 CY CL.3
UNDER RIP RAP AND 2
54" AND UP 62 CY and up CL4
S, SrIRMAM
(One cubic yard is approximately 2,800 lbs.)
FABRIC DR EQUAL
NWLAIM
TRANSITION TO SPIE ONE PIPE LENGTH
DEPTH (TYPICAL).
C.
6'.
VERTICAL BENDS WITH
MEGA LUGS
24" x 36
AS REWIRED.
I
6' 1 Disi;aree to f VwWbk
L
raction Joints ____V - �02 I
Con A
ex. pacing in xponsion on (typ)�
WATERMAN UNDER
STORM SEWER
;a
CITY OF
CATCH BASIN IN RADIUS
4
Street Paving Section.
CHANHASSEN
,
#
B61 8 CURB
6
N, 12"
%.,. IG
& GUTTER
a.
10, U MOUNTABLE
12"-18" 314-0 4- 5/8-
TRANSIT]IN
CURB &
GUTTER
Top Bituminous Material
<A
1. Steps shall be provided in all catch basin/manholes and storm sewer manholes.
1. All Reinforced Concrete Aprons shall be
TYPICAL RESIDENTIAL RADIUS 20'
�.'/
SURMOLMABLE
TYPICAL COLLECTOR
RADIUS 30'
Concrete Curb and Gutter
existing pipe shall be tied to the first
11., ,
10,
2-14'
6.
_4
1 8 �1 1/8-r
I
C:
'__�
Bituminous
6.
"'�-MNDOT
B618 CONC. C & G
60 ShM Forlirad
�qt
1
SURMOUNTABLE
C & G _/
SECTION A
-A
'4'
CITY OF
CHANHASSEN
RF.W-D: 2-97
5203
R0.15E): 1 -00
Z:O.:
/VN DROP LID 7.5' Minimum cover required
1I Tyler No. 6860 over top of water main -
Mueller
No. H-10361
Bibby -Ste -Croix No. B-5160
PROVIDE VALVE STEM RISERS
TO WITHIN 6" OF THE SURFACE
IF THE DISTANCE FROM
THE TOP NUT OF THE VALVE TO
THE SURFACE IS GREATER THAN 8'_
Grade
li;
TOP Adjust top to 3/4" below
Tyer No. 6860 26" grade. Box to be set to
Mueller No. H-10361 26" provide 12" of adjustment.
Bibby -Ste -Croix No. VB502 27"
Tyier No. 6860
Mueller No. H-10357
EXTENSION Bibby- Ste -Croix B-5001
Tyler No. 58 14" Gate valve box, screw type,
No. 59 18"
3 piece, � 1/4" shaft, size
No. 60 24" G box, 7 -6 extended,
Mueller No. 58 14:: #6 round base
tie. 59 20
Bibby -Ste -Croix
VB520 No. 57 9" GATE VALVE ADAPTER: 1/4'
U STEEL NTH PROTECTIVE
VB521 No. 58 14"
VB522 No. 59 20"
COATING, 1/2- RUBBER
GASKET INSTAI I ED BETWEEN
VB523 No. 60 26"
THE GATE VALVE AND
GATE VALVE ADAPTER.
BOTTOM
T�Aer No. 6860 65"
Mueller No. H-10361 65"
Bibby -Ste -Croix No. VB516 60"
Resilient Wedge Valve
Valve and Box to be Conforming to AWWA
plastic wrapped per C-515-80 standards
with all stainless steel
BASE section 2.03o
nuts bolts.
18"Xl8"X8" concrete block
G A �-r I A or
'0% b.
CITY OF 0
::"1 It 4
A I I A to
CHANHASSEN -Xhly
-03,1-04
2-97.1 :)"'M: ::a.:
0�.. 9
1. 9", 4006
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
MINIMUM 6" OF
6" 1 Distance to ll� variable
PIPE DIA. RiPRAP REQUIRED
COMPACTED SAND
12' TO 24" 8 to 12 CY CL.3
PROPOSED SEWER
27" TO 33" 14 to 20 CY CL.3
GRANULAR FILTER REQUIRED
36" TO 48" 23 to 38 CY CL.3
UNDER RIP RAP AND 2
54" AND UP 62 CY and up CL4
S, SrIRMAM
(One cubic yard is approximately 2,800 lbs.)
FABRIC DR EQUAL
NWLAIM
TRANSITION TO SPIE ONE PIPE LENGTH
DEPTH (TYPICAL).
IN
TTALL
6'.
VERTICAL BENDS WITH
MEGA LUGS
24" x 36
AS REWIRED.
I
6' 1 Disi;aree to f VwWbk
L
raction Joints ____V - �02 I
Con A
ex. pacing in xponsion on (typ)�
WATERMAN UNDER
STORM SEWER
;a
CITY OF
MnDOT B612
4
Street Paving Section.
CHANHASSEN
,
#
NOTE:
both sides.
N, 12"
%.,. IG
777,77 1 -78
Pipe Size Bars H' Bolts
"M
12"-18" 314-0 4- 5/8-
se
E:JV
NOTE,
Surmountable Curb & Gutter to be transit ioned
into a B618 type at catchbasin.
Cctchbosin Frame & Grate-,,
Neenah R -3290-L or equal
with L Grate
W
A -
NOTE
Catchbasin to be depressed 2"
below design gutter line grade.
Z=1
Surmountable Concrete ISOMETRIC
Curb & Gutter No Scale
2 #4-60" Long
Rebars Each way
5� 5' Min. Transition 5' Min. Transition
- - - - - - - - --
Top of
2"1
Curb X
W1 Ld
#4-60- LONG
R b -ors Each way
Design gutter line grade 2 e
Frame & Casting
SECTION A -A
No Scale
CITY OF C% 14 11 3
"-N el
a
.3 A
-All I %W Ap I %a. I 1 0 406)06 4
CHANHASSEN
:)A-!': ::0.:
t)-97 3406
:" __A 1.
1, gutter line grade
NOTES.
1. Grote* to be made in (2) PIECES
2. All metal shall be hot-dipped-golvanized
Hole
Structure Requires (2)
Piece Grate Per Drawing
sel- '
PIPE
Hole
See Detail A -A
57"0 O.D.
F 1/4 -XI- FLAT STL
MOOTH B
R-
0 V o.c. EACH WAY
(4) 1/2" 0-13 UNC
Hex Head Stainlees,
Steel Bolts With
Nuts and Washers
1/4- STEEL PLATE
9'to12' HWL
-
INLET
PIPE
onolithically
NOTES: Poured Concrete
1. Standard pipe bedding required oin both inlet & outlet pipes.
o"N e -N.
to..; &.* _.
CITY OF
CHANHASSEN
0 a V %.w I 'I. I
1-03 DA.': !1:"," ::0.:
3409
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adotf_
Date: 9-28-05 -Reg. No. 12048
Reviewed By: �JERIRY BACKMAN - Date: 9-28-05
Designed By:
Drawn By:
Checked By:
RIPRAP REQUIREMENTS
6" 1 Distance to ll� variable
PIPE DIA. RiPRAP REQUIRED
1/2
12' TO 24" 8 to 12 CY CL.3
NOTE
27" TO 33" 14 to 20 CY CL.3
GRANULAR FILTER REQUIRED
36" TO 48" 23 to 38 CY CL.3
UNDER RIP RAP AND 2
54" AND UP 62 CY and up CL4
LAYERS OF 5DOX MIRAFI
(One cubic yard is approximately 2,800 lbs.)
FABRIC DR EQUAL
2'_ ,
RIPRAP
�'-Granular Filter (MNDOT 3601.2B)
MCM()N A A Geotextile Filter Type 111
RIPRAP
OC4
Granular Filter (MNDOT 3601-213)
SECM0NR_R -Geotextile Filter Type III
CITY OF
4: 11:11. I.IA" 1. :1
F. lip :4:A so
CHANHASSEN
prtw�:): 1-98 ::o.:
9-1
340','
r::.,: =-'..
PUMA
24"x36" slab opening for Neenah
- ------
R3290-L or equal
NOTE: L grate shown
1
Neenah R3290 -L costing and
grate or equal -
Minimum of 2 maximum of 5-2"
ELM
6" Cone. collar concrete adjustment rings with full
beds of mortar.
Precast concrete or
'ir�--�HDPE adjusting rings.
6" 1 Distance to ll� variable
and grate Neenah
1/2
Wilre Mesh 3
Wire Mesh 3
4" Class 5 base incidental to apron
SECTION A -A
No Scale
3'r 1/2"r Top Bituminous Material
Use 2 tie bolt fasteners
sit e
4'-0" Typ.
-
B618 Curb & Gutter, B618 Curb & Gutter
ft
per joint.
Install at
Varies
MnDOT
60'
6'.
Concrete Curb and Gutter
concrete adjusment
24" x 36
of pipe.
I
6' 1 Disi;aree to f VwWbk
L
raction Joints ____V - �02 I
Con A
ex. pacing in xponsion on (typ)�
1/2r
Top Bituminous Material
1/2r
;a
dope
MnDOT B612
4
Street Paving Section.
Concrete Curb and Gutter
,
. �. . 11
NOTE:
both sides.
N, 12"
For Use Only with Private Driveways,
6.
Pipe Size Bars H' Bolts
Parking Lots, or Medians.
12"-18" 314-0 4- 5/8-
28"R -I
21"-42" 1 0 5' 3/4-
12"R
68*R
Top Bituminous Material
NOTES:
1. Steps shall be provided in all catch basin/manholes and storm sewer manholes.
1. All Reinforced Concrete Aprons shall be
furnished and installed with Trash Guards.
�.'/
SURMOLMABLE
lengths back from apron.
/2 *% 1'
I
Concrete Curb and Gutter
existing pipe shall be tied to the first
11., ,
17 1/2- 1 10 1/2'�
CITY OF
A t' A 4% 1 1
�A"% %We a 6
1 8 �1 1/8-r
I
C:
'__�
Bituminous
OfturrilliMM Curb
4 A <%; J
4..A0%0' a G *V' "k a, S..;
Surface
60 ShM Forlirad
�qt
1
:=E.:
CITY OF
'4'
CHANHASSEN
RF.W-D: 2-97
5203
24"x36" slab opening for Neenah
- ------
R3290-L or equal
NOTE: L grate shown
1
Neenah R3290 -L costing and
grate or equal -
Minimum of 2 maximum of 5-2"
ELM
6" Cone. collar concrete adjustment rings with full
beds of mortar.
Precast concrete or
'ir�--�HDPE adjusting rings.
6" precast reinforced concrete slob.
Top of barrel section under top slab
to have flat top edge sealed with
2 beads of Ramnek or equal.
AII.joints in manhole to have
"0 ring rubber gaskets.
Precast concrete section
NOTES:
1. Doghouses shall be grouted on
both the outside and inside.
2. No block structures are allowed.
Manhole steps, Neenah R1981J or
equal, 16" o.c., Aluminum steps
approved.
-Mininnum slab thickness, 6" for 14'
depth. Increase thickness 1" for
each 4' of depth greater than 14'.
with 6"x6" 10/10 mesh.
Grout bottom of manhole to 1/2
SEC110N diameter at pipe and slope
grout 2" toward invert.
CITY OF (N A @3 A <�'I% I
CHANHASSEN
1_00� 1-03
All .9.1 3 4 0 &,1
Schoell & Madson, Inc.
Engineering o Surveying it Planning
Soil Testing e Environmental Services
www.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
ohone: (952) 54 6-7601 - fax- (952) 546-9065
See City Plate No. 3107 for riprop placement.
Anchor Clip
5'
and grate Neenah
Tie last 3 pipe joints.
Wilre Mesh 3
Wire Mesh 3
4" Class 5 base incidental to apron
SECTION A -A
No Scale
�
Varies
Use 2 tie bolt fasteners
A
4'-0" Typ.
-
B618 Curb & Gutter, B618 Curb & Gutter
-
per joint.
Install at
Varies
0
60'
6'.
ci
-
.�'c
concrete adjusment
24" x 36
of pipe.
I
6" precast reinforced concrete slob.
Top of barrel section under top slab
to have flat top edge sealed with
2 beads of Ramnek or equal.
AII.joints in manhole to have
"0 ring rubber gaskets.
Precast concrete section
NOTES:
1. Doghouses shall be grouted on
both the outside and inside.
2. No block structures are allowed.
Manhole steps, Neenah R1981J or
equal, 16" o.c., Aluminum steps
approved.
-Mininnum slab thickness, 6" for 14'
depth. Increase thickness 1" for
each 4' of depth greater than 14'.
with 6"x6" 10/10 mesh.
Grout bottom of manhole to 1/2
SEC110N diameter at pipe and slope
grout 2" toward invert.
CITY OF (N A @3 A <�'I% I
CHANHASSEN
1_00� 1-03
All .9.1 3 4 0 &,1
Schoell & Madson, Inc.
Engineering o Surveying it Planning
Soil Testing e Environmental Services
www.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
ohone: (952) 54 6-7601 - fax- (952) 546-9065
See City Plate No. 3107 for riprop placement.
Anchor Clip
3/r per foot
5'
and grate Neenah
Tie last 3 pipe joints.
Wilre Mesh 3
Wire Mesh 3
4" Class 5 base incidental to apron
SECTION A -A
No Scale
24' RESIDENTIAL
Use 2 tie bolt fasteners
A
Right -of -Way . .. . ..
B618 Curb & Gutter, B618 Curb & Gutter
HDPE adjusting rings.
per joint.
Install at
Varies
Minimum of 2-2",
60'
from top or bottom
1 Varies
concrete adjusment
24" x 36
of pipe.
I
I I I
L
raction Joints ____V - �02 I
Con A
ex. pacing in xponsion on (typ)�
Valley Gutter 0 8'
PLAN
No Scale
Provide 3 anchor clips to fasten
2. Contraction Joints Shall be 1/3 the Depth of Slob.
4
Street Paving Section.
Trash Guard to Flared End Section.
,
Hot dip galvanize after fabrication.
Anchor
both sides.
IMMIMIC
TRASH GUARD SIZING
6.
Pipe Size Bars H' Bolts
12"-18" 314-0 4- 5/8-
21"-42" 1 0 5' 3/4-
48"-72" 1 1 /4"0 12 1
NOTES:
1. Steps shall be provided in all catch basin/manholes and storm sewer manholes.
1. All Reinforced Concrete Aprons shall be
furnished and installed with Trash Guards.
2. All new Reinforced Concrete Aprons on
new pipe shall be tied bock 3 pipe
lengths back from apron.
3. All new Reinforced Concrete Aprons on
existing pipe shall be tied to the first
pipe adjacent to the apron.
CITY OF
A t' A 4% 1 1
�A"% %We a 6
CHANHASSEN
A t to -
0b .%..Jet d" 116.)
4 A <%; J
4..A0%0' a G *V' "k a, S..;
W.I.SI.D: 1-00, 1-03
....
::W
3408
:=E.:
3/r per foot
5'
and grate Neenah
.... ...
7 1/2" Concrete pavement
-6" x 6" #6 Welded
6- x 6. *6 W4elded
Wilre Mesh 3
Wire Mesh 3
4" Class 5 base incidental to apron
SECTION A -A
No Scale
24' RESIDENTIAL
26' INDUSTRIAL/COMMERCIAL
A
Right -of -Way . .. . ..
B618 Curb & Gutter, B618 Curb & Gutter
HDPE adjusting rings.
Bituminous
Varies
Minimum of 2-2",
1 1 I\
maximum of 5 -2"
1 Varies
concrete adjusment
24" x 36
I
I I I
L
raction Joints ____V - �02 I
Con A
ex. pacing in xponsion on (typ)�
Valley Gutter 0 8'
PLAN
No Scale
NOTE
1. Reinforce Valley Gutter and Triangular Sections with 6" x 6" #6 Welded Wire Mesh.
2. Contraction Joints Shall be 1/3 the Depth of Slob.
3. Bituminous Paving Section to the Right -of -Way is the Same as
Street Paving Section.
CITY OF
*cl
CHANHASSEN
::)A' A %.e, at
.
6.
::0.:
NOTE:
L Grate Shown
Face of Curb
Direction of Flow
Catchbosin casting
and grate Neenah
R3290 -L or equal
Grate to be 2" below
3" radius curb box.
gutter grade.
5' transition each
side of catchlbasin.
Precast concrete or
HDPE adjusting rings.
Top of Curb
Varies
Minimum of 2-2",
6 1 2
maximum of 5 -2"
1 Varies
concrete adjusment
24" x 36
rings allowed with 1/4"-
Precast
5" 3' minimum
to 1/2" bed of mortar
between each and a
.-3" Grout
6" thick concrete Collor
on the outside.
6.
Doghouses shall be
grouted on both the
inside and outside. SECTION
NOTES:
1. Steps shall be provided in all catch basin/manholes and storm sewer manholes.
2. Casting to be totally encased in concrete curb section.
3- No block structures are allowed.
4- No wood shims are permitted in the adjusting rings.
CITY OF
CHANHASSEN
A t' A 4% 1 1
�A"% %We a 6
W.I.SI.D: 1-00, 1-03
....
3404.
ent:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
PIL CL PIL
�0_' � 1 � '30,
4" Topsoil, Seed -'�
& Mulch or Sod.
-618 Concrete Curb
B
Wear Course to be 1/2'
Above Edge of Gutter
3.0% L_L0_X1l
1.5 1
5035B
2'-MNDOT 2350 MVNW35035B
�2 1/2"-MNDOT 2350 MVNW35035B
-12"-Class 5 Aggregate Base, 100% Crushed
-24" MNDOT 3149.2B Select
Granular Borrow (See Note 7)
- Tack Coat - 2357
-Tack Coat - 2357
72'-MNDOT 2350 MVWE35035B
NOTES
1. Right -of -Way Required - 60'.
2. Maximum street grade 7.07.
3. Minimum street grade 0.757-
4. 4.0" Topsoil placed in disturbed areas.
5. 2 Rolls sod behind curb.
6. The bituminous wearing surface shall be placed the next construction
season following placement of the bituminous base.
7. A test roll of the prepared subgrade shall be performed by the owner
in the presence of a city inspector. The city has the authority to require
additional subgrade correction or to reduce the requirement of 24" MNDOT
Select Granular Borrow to 12" based upon the result of the test roll.
CITY OF
'"New 111% 0 1 or,
me
CHANHASSEN
b 1 0 b . %W 8 114..? 1 1
R.�." . 1 1-03
511104
we
I Natural Ground
0
Z ELn
0 C
V
c,
E_
0 0
0 OU) I
om an a -
The Bottom of the Trench Shall be Shaped
NOTE:
to Fit the Pipe Barrel for at Least 50% of
the Outside Diameter.
CITY OF
me f,%
G 3
, . a $.fee
CHANHASS
0.�Compacted
a
Ab, Backfill
+ . . . . . . . . . . . . + + +
. . . . . . . . . .
12 +++ + +++ + +
. . . . . . . Emb
edment
. . . . . . . . . . . .
Material
+ + + + + + + + + . . . . .
6" Pay Depth
9.5�e++++ +
+ + + Increments (typ.)
. I +
. . .
6' ++ +++f++++++
Foundation
Pay Depth
AT If Re uired
Increments (Typ.) Al;7
I (see Tote 1)
Aft
Bc Qenotrsp outside
diameter a ipe
NOTES:
1. A soils Engineer will be required to determine the depth of the pipe foundation
embedment material if needed. Pipe foundation material shall be in accordance
with MNDOT 3149.2H course filter aggregate.
2. P.V.C. bedding shall be MNDOT 3149.213 select granular borrow with 100%
passing a 3/4' sieve, and less than 10% passing a NO. 200 sieve.
passing a 3/4" sieve and less than 20% passing a NO. 200 sieve.
3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100%
Ty OF
CI 11:111: P
: , & . b K w'G
1:1.1 1.
1 #
CHANHASSEN
S!.,:):
'),103
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Sheet Title:
Details
Date:
9/29/05
Sheet:
11 161
L
_1T
SECTION _B -B
Note: All Pedestrian Ramps 5 -4 -
to be concrete. 1" Per Ft.
or Flatter
erm6' Concrete
4" Class 5 3ase
Expansion Joint
SECTION A -A Cu Se Gutter
NOTES:
In Lieu of the Above Treatment, the Contractor at His Option, After Normal Concrete
Finishing, May Embed Aggregate, Meeting the Requirements of Spec. 3137 CA -70
Mocified to 100% of the Material 1/2" to 3/8" in Size, in the Green Concrete. The
Embedded Aggregate Shall Protrude at Least 3/16" Above the Concrete Surface. The
Exposed Aggregate may be Lightly Rinsed to Wash Mortar off of it.
a %I
CITY OF )P:
I be J6.01
CHANHASSEN a ii #":k
-1/1 BARRIER- INNER
MANHOLE RING SEAL
AS MANUFACTURED
BY *STRIKE PRODUCTS"
PRECAST, BLOCK, OR
BRICK MANHOLE CONE
CORBEL
Manhole Frame and Cover
HDPE OR
PRECAST CONCRETE
ADJUSTING RINGS
MASTIC SEAL
G=
4
4'
48"
NOTES:
1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS.
TING SHOULD NOT REST ON SEAL.
CAS
2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL.
3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS.
4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY
-1300.
UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227
CITY OF
BARRIER
CHANHASSEN
I - 0 4 ::0.!
1-03 2109
:,59,5- 21 U9 I
SEDIMENT TRAP AS MANUFACTURED BY
WIMCO,LLC.SHAKOPEE, MN.
,PFCIFICATIONS AND STANDARD DESIGN LOAD
MMON. �GNA1911 au � LOC
�Rtjr.M� e0DEFNu COM - D1.1-94, � FAUGR n10
29 CR 1926 - GqHA � Mn H�TH �MWDI WAIaF n_ft �M (�O�H WPE W MRFi) 0,707 do 0 3' head
.1mu. 0�lelhe FAM 5.94 ds 0 15' head
MODEL#CG23
ASSENBLY
KX
NOTE:
Clean filter media after each rain event and replace if filter is clogged with
sediment.
Remove debris/sediment from receptacle after each rain event.
CITY OF CATCH BASIN
SEDIMENT TRAP
CHANHASSEN
REVISED: DATE 1-04 PLATE NO 5302A
FILE NAME3935307
PIL
VARIABLE
HYD NT
VALVE. BOX
'RETE SEE NOTES 1 3
4" Class 5 Base
2' 3' 2.5'
Min.
NOTES:
1- TYPICAL 6" THICK CONCRETE SIDEWALK.
2. USE 7 1/2" THICK FOR COMMERICAL DRIVEWAY CROSSING.
3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100,
INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE.
CITY OF
.. fit We.&; .be
1#1 A
CHANHASSEN
1. 9*1
0.75"
A
LXPOsed AdgrVate Romp
lurfoce. o (at Epoxy
1.5" BIT. WEAR
�41
Glue Aggregate.
00000
0 0
a 0
0 0
a 0
0,
0
000
00000
0.25"
00000
000,
0000
0
0000
0 000
0 0
0 0
a
0 .0
0
0000.
0 0
0 0
1;
000
0000
000000
0 0
0 0
0 0
00000
0
00 0
0000
0 Z
0 00 0
0 0
0 _J Z:
V-15"
B < Ld
O� a-
2'-0"
I_ 0
Vaiii
E,
,in.
PLAN A
M
_J ly
10; 1 NOI
Max. slope rE:
Qurb Op1hping To Bek <
1 Less an Sidewa 0
Top of Curb
1 77
or Trail Width.
1
5'
4'
27"
1,
COLLAR
Col
NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED.
BIT WEAR COURSE ADJ.
DETAIL
6'
5'
MCI #309 AND SHALL INCLUDE SELF SEALING
VARIES
SEE CHART
TYPE LIDS STAMPED SANITARY SEWER OR
S -O"
C-10"
STORM SEWER AS APPROPRIATE WITH TWO
9'-8"
5'-0"
CONCEALED PICK HOLES
1 1 -
7'
6'
6'- 0"
17'-O�
OR BINDER
V/qriable
8'
7'
5'
4 min.
PRECAST CONCRETE
MORTOR 0.2')
ADJUSTING RINGS
27"
Varies
6" THICK CONCRETE
COLLAR
BIT. BASE OR BINDER COURSE
ADJ. DETAIL
SECTION _B -B
Note: All Pedestrian Ramps 5 -4 -
to be concrete. 1" Per Ft.
or Flatter
erm6' Concrete
4" Class 5 3ase
Expansion Joint
SECTION A -A Cu Se Gutter
NOTES:
In Lieu of the Above Treatment, the Contractor at His Option, After Normal Concrete
Finishing, May Embed Aggregate, Meeting the Requirements of Spec. 3137 CA -70
Mocified to 100% of the Material 1/2" to 3/8" in Size, in the Green Concrete. The
Embedded Aggregate Shall Protrude at Least 3/16" Above the Concrete Surface. The
Exposed Aggregate may be Lightly Rinsed to Wash Mortar off of it.
a %I
CITY OF )P:
I be J6.01
CHANHASSEN a ii #":k
-1/1 BARRIER- INNER
MANHOLE RING SEAL
AS MANUFACTURED
BY *STRIKE PRODUCTS"
PRECAST, BLOCK, OR
BRICK MANHOLE CONE
CORBEL
Manhole Frame and Cover
HDPE OR
PRECAST CONCRETE
ADJUSTING RINGS
MASTIC SEAL
G=
4
4'
48"
NOTES:
1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS.
TING SHOULD NOT REST ON SEAL.
CAS
2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL.
3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS.
4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY
-1300.
UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227
CITY OF
BARRIER
CHANHASSEN
I - 0 4 ::0.!
1-03 2109
:,59,5- 21 U9 I
SEDIMENT TRAP AS MANUFACTURED BY
WIMCO,LLC.SHAKOPEE, MN.
,PFCIFICATIONS AND STANDARD DESIGN LOAD
MMON. �GNA1911 au � LOC
�Rtjr.M� e0DEFNu COM - D1.1-94, � FAUGR n10
29 CR 1926 - GqHA � Mn H�TH �MWDI WAIaF n_ft �M (�O�H WPE W MRFi) 0,707 do 0 3' head
.1mu. 0�lelhe FAM 5.94 ds 0 15' head
MODEL#CG23
ASSENBLY
KX
NOTE:
Clean filter media after each rain event and replace if filter is clogged with
sediment.
Remove debris/sediment from receptacle after each rain event.
CITY OF CATCH BASIN
SEDIMENT TRAP
CHANHASSEN
REVISED: DATE 1-04 PLATE NO 5302A
FILE NAME3935307
PIL
VARIABLE
HYD NT
VALVE. BOX
'RETE SEE NOTES 1 3
4" Class 5 Base
2' 3' 2.5'
Min.
NOTES:
1- TYPICAL 6" THICK CONCRETE SIDEWALK.
2. USE 7 1/2" THICK FOR COMMERICAL DRIVEWAY CROSSING.
3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100,
INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE.
CITY OF
.. fit We.&; .be
1#1 A
CHANHASSEN
1. 9*1
0.75"
COVER RISER
SIZE
DEPTH OF CASTING SET
BELOW BASE COURSE
OR BINDER COURSE
1.5" BIT. WEAR
�41
1.25"
2 �O
_e"`�2" BIT BASE
NEEHNAH-1979-0207 NTH
'25
2" RISE
0.25"
B2
2" MIN. RISE OR
2. PLUS 6' GRAVEL SHOULDER. (RURAL)
CITY OF
CITY OF
-e- -J-.J1fN A 0
HOPE OR
APPROVED EQUAL
"Alle"112)
2'-l"
V-6"
CHANHASSEN
PREICAST CO NCRETE
V-5"
2'- 1 P-
V-15"
1-00,1-04
2'-0"
ADJ LISTING RINGS
Rings shall be set on ABS
E,
3'-4"
2'-0"
4--g"
sealant or approved equal.
161,
6 "
S -O"
2'-0"
6" THICK CONCRETE
27"
V-2-
COLLAR
Col
NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED.
BIT WEAR COURSE ADJ.
DETAIL
CASTING SHALL BE NEENAH #R-1642 OR
S-4"
MCI #309 AND SHALL INCLUDE SELF SEALING
VARIES
SEE CHART
TYPE LIDS STAMPED SANITARY SEWER OR
S -O"
C-10"
STORM SEWER AS APPROPRIATE WITH TWO
9'-8"
5'-0"
CONCEALED PICK HOLES
1 1 -
BIT. BASE
9'- V'
6'- 0"
17'-O�
OR BINDER
MIN. (2-2") ADJ. RINGS AND
HOPE OR
MAX. (3-4 ) ADJ. RINGS
(1-2- RING WTH
PRECAST CONCRETE
MORTOR 0.2')
ADJUSTING RINGS
27"
6" THICK CONCRETE
COLLAR
BIT. BASE OR BINDER COURSE
ADJ. DETAIL
WEAR COURSE
THICKNESS
COVER RISER
SIZE
DEPTH OF CASTING SET
BELOW BASE COURSE
OR BINDER COURSE
1. 5"
2" RISE
1.25"
2 �O
-_ i �Rl
SE
0-75"
'25
2" RISE
0.25"
NOTES:
x
I- PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED NTH 1/4- TO 1/2 -
MORTAR.
40! RAD.
URIN
2. HOPE ADJUSTING
RINGS SHALL BE BEDDED
NTH SEALANT MANUFACTURED
BY LADTECH
INC. OR APPROVED EQUAL -
B2
1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB.
2. PLUS 6' GRAVEL SHOULDER. (RURAL)
CITY OF
CITY OF
-e- -J-.J1fN A 0
CHANHASSEN
Fb
"Alle"112)
2'-l"
V-6"
CHANHASSEN
A 1-,P A 21
V-5"
2'- 1 P-
V-15"
1-00,1-04
2'-0"
rPIPE
12"
t)44
E,
3'-4"
2'-0"
4--g"
P
MANHC
ISOMETRIC VIEW
HIGH
FOR
60.25
CIRCUM 45.5! RADIUS 285.aBP/360-
STANDARD CUL-DE-SAC
1 ------ 24"x36" slab opening for Neenah
- ----- R3290 -L or equal
NOTE: L grate shown
----
Neenah R3290 -L casting and
grate or equal -
Minimum of 2 maximum of 5
PLAN
3: Radius - concrete adjustment rings with full
6" Conc. collor beds of mortar.
Precast concrete or
HOPE adjusting rings.
(D 6" preca
st reinforced concrete slob.
Van s
Top of barrel section below top slab
12' 16 -
to have flat top edge sealed with
2 beads of Ramnek or equal.
All joints in manhole to have
4'-0* Typ. "0" ring rubber gaskets.
Precast concrete section
Manhole steps, Neenah R1981J or
equal, 16" o.c., Aluminum steps
approved.
Doghouses shall be grouted on both
the outside and inside.
NOTE:
No block structures are allowed.
0 Minimum slab thickness, 6" for 14'
depth. Increase thickness 1" for
1�1) ------- 6. each 4' of depth greater than 14P,
and reinforce with 6"x6" 10/10 mesh.
1. .. A . ...
& V
SECTION No drain holes
P 3 A C% I I
CITY OF
awle'sit, d%W&.b_
CHANHASSEN 1)
IM i %S18 01.11
W.1&0: 1-00,1-03.1-04 V�n:: a
IN-PLACE ELEVATION VIEW
WIMCO INSERTS FOR CIRCULAR MAHOLES WITH GRATED COVER
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed BY: JERRY BACKMM - Date: 9-28-05
SPECIFICATIONS AND STANDARDS
NOTES:
1 . Shape of back of buttress
may vary as long as poure
against firm undisturbed
earth.
2. Dimension C1,C2,C3 should
be large enough to make
angle 0 equal to or larger
than *5
3. Dimension A1,A2,A3 should
be as large as possible
without interfering with
MJ bolts.
4. E� = 45* Minimum.
5. Place polyethylene Detween
concrete & pipe.
6. All bends & fittings shall
be restrained with Megalugs
thrust restraints or equal
e See no
x
COW0.
GOO: :AD:
40! RAD.
URIN
6 AD 1
45.5' RAID,
RURAL 60' RAD.
4W RAD.0
'NOTE:
B2
1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB.
2. PLUS 6' GRAVEL SHOULDER. (RURAL)
D3
CITY OF
-e- -J-.J1fN A 0
CHANHASSEN
Fb
1'-5-
2'-l"
V-6"
8
8"
V-5"
V-5"
2'- 1 P-
V-15"
2'-8"
1 ------ 24"x36" slab opening for Neenah
- ----- R3290 -L or equal
NOTE: L grate shown
----
Neenah R3290 -L casting and
grate or equal -
Minimum of 2 maximum of 5
PLAN
3: Radius - concrete adjustment rings with full
6" Conc. collor beds of mortar.
Precast concrete or
HOPE adjusting rings.
(D 6" preca
st reinforced concrete slob.
Van s
Top of barrel section below top slab
12' 16 -
to have flat top edge sealed with
2 beads of Ramnek or equal.
All joints in manhole to have
4'-0* Typ. "0" ring rubber gaskets.
Precast concrete section
Manhole steps, Neenah R1981J or
equal, 16" o.c., Aluminum steps
approved.
Doghouses shall be grouted on both
the outside and inside.
NOTE:
No block structures are allowed.
0 Minimum slab thickness, 6" for 14'
depth. Increase thickness 1" for
1�1) ------- 6. each 4' of depth greater than 14P,
and reinforce with 6"x6" 10/10 mesh.
1. .. A . ...
& V
SECTION No drain holes
P 3 A C% I I
CITY OF
awle'sit, d%W&.b_
CHANHASSEN 1)
IM i %S18 01.11
W.1&0: 1-00,1-03.1-04 V�n:: a
IN-PLACE ELEVATION VIEW
WIMCO INSERTS FOR CIRCULAR MAHOLES WITH GRATED COVER
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed BY: JERRY BACKMM - Date: 9-28-05
SPECIFICATIONS AND STANDARDS
NOTES:
1 . Shape of back of buttress
may vary as long as poure
against firm undisturbed
earth.
2. Dimension C1,C2,C3 should
be large enough to make
angle 0 equal to or larger
than *5
3. Dimension A1,A2,A3 should
be as large as possible
without interfering with
MJ bolts.
4. E� = 45* Minimum.
5. Place polyethylene Detween
concrete & pipe.
6. All bends & fittings shall
be restrained with Megalugs
thrust restraints or equal
e See no
PLAN 90'
CONCRETE SHAL
IN CONTACT WI
THIS QUADRANT
OF PIPE
See note 4
A
A
PLAN 411111"
0 See
A�A
BUTTRESS DIMENSIONS
CITY OF
1 P E
22 1/2'
BEND
45* BEND
90* BEND/TEE
SIZE
Z
81
DI
B2
D2
B3
D3
'E
6"
V-5"
V-5"
1'- 5"
1'-5-
2'-l"
V-6"
8
8"
V-5"
V-5"
2'- 1 P-
V-15"
2'-8"
2'-0"
rPIPE
12"
l'-10"
l'-10"
3'-4"
2'-0"
4--g"
2'-6"
161,
6 "
S -O"
2'-0"
S-10"
S-0-'
V-2-
3'- 6
20"
0
3'-6'p
2'-8"
5'-6'
S-4"
8'-4"
4'-0"
1.
24
4 -4"
S -O"
C-10"
S- 10'
9'-8"
5'-0"
30"
1 1 -
-
9'- V'
6'- 0"
17'-O�
6'-0"
PLAN 90'
CONCRETE SHAL
IN CONTACT WI
THIS QUADRANT
OF PIPE
See note 4
A
A
PLAN 411111"
0 See
A�A
CITY OF
AV
Ca %0.6 t1c R P& I be
CHANHASSEN
1
.31. x1DCK:. %G
OATE:
2-9"
:;a.: 4002
I- TO 2- INCH -------
WASHED ROCK.
PLACED TO SURROUND
RISER
2
11
MANUAL OF STEEL CONSTRUCTION, 9TH EDITION.
STRUCTURAL WELDING CODE - STEEL. D1. 1-94.
29 CFR 1926 - OSHA SAFETY AND HEALTH STANDAR-08
DESIGN LOADS
ALLOWABLE AXLE WEIGHT LOAD 20000 UBS.
SAFETY FACTOR 2-1
WATER FLOW RATE (THROUGH POLYESTER FILTER) 0.476 Cis @ 3" lh�d
1.074 ofs @ 15' head
MAXIMUM OVERFLOW RATE 1.113 cis @ 6" hwd
AVAILABILTY 1.575 cis @ 12" hFuFd
STOCK
Designed By:
Drawn By:
Checked By:
. .... ......
ROAD DRAIN
INLET PROTECTION
TOP SLAB MODEL
RD 27
12' HDPE
W'd a
sr.
TEMPORARY PERFORATED
OUTLET STRUCTURES
TEMPORARY POND SEED MIXTURE:
MNDOT MIX 90B 0 50lbs PER ACRE OR APPROVED EQUAL.
INSTALL EROSION CONTROL BLANKETS. (TYPE 3) POND TOP ELEV. VARIES
(SEE PLAN)
3
___fOND BOTTOM ELEV (SEE PLAN)
TEMPORARY SEDIMENTATION BASIN
GRADING
Schoell & Madson, Inc.
Engineering * Surveying IF, Planning
Soil Testing e Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
33" RCP
0.50%
- INV=94
NEENAH R-2561
BEEHIVE GRATE & FRAME
CONSTRUCT RAINGARDEN WITH
SAND FILL OR ROCK FILL,
20% CLEAN SAND,
25% LOAMY TOPSOIL
& 25% COMPOST
OR AS APPROVED BY THE CARVER SWCD
16" ORIFICE
INV=942.00
0
P WEIR - 945.25
16" ORIFICE
INV=944.38
WEIR WALL
FINISHED
GRADE GALVANIZED GRATE
(SPLIT) W/ 4"x4" OPENINGS
RIM=947.80
RIM=947 80
TOP WEIR
INV=945.25
/?CP
60" MH
0
0
STRUCTURE
CROSS-SECTION
OUTLET CONTROL STRUCTURE
NOTTO SCALE
VARIES
NWL=942.00
P1
3.1 SIDE SLOPE
*'ES*q PROVIDE TYPE 3 EROSION
VARI CONTROL BLANKET
SEEDING AND PLANTINGS
REFER TO LANDSCAPE PLAN
TYPICAL RAINGARDEN CROSS-SECTION
NOT TO SCALE
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MIN 55305
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN -_
Sheet Title:
Details
uate:
9/29/05
-
�STh e Ee t:
12" 16
(3) AM -
(8) FA -
(4) AWS_
(3) Wf>-x
(2) WIP
(7) AWS -
(3) WP
(7) AWS _\
(7) DBH
(17) AM
(7) DBH
Revisions
Date: Descri
(14) FA_/ BS_J
(3) AM3
WARNING
--THE-tbNTRACT0R SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
Date: Descri
(10)
Date: Description:
irar
(10) EMS
A
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Landscape
Architect under the laws of the State of Minnesota.
Kevin Teppen
Date: Reg. No. 26980
1
Designed By:
Drawn By:
Checked By:
—(2) AM
-(5) AWS
(5) H L
(2) WP
-(5) DBH
�(6) SS
(3) BS
(5) WS
(5) DBH
(5) 1 AWS
—(2) SS
__----(3) HIL
(5) DBH
P
(5)
V
SS
DBH
3) BS
�'(4) FA
— (4) FA
(5) EMS
_(5) SS
(5) AWS
A� (6) B!�
(7) EMS_�- (q;_)WP
(9) (7)
5 0. bJ
r-N 0 z -1 -1 7 " F
r%
Schoell & Madson, Inc.
Engineering o Surveying 9 Planning
Soil Testing 9 Environmental Services
www.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone. (952) r)46-7601 - fax: (952) 546-9065
5) AWS
5) EMS
F64�
C
= PLANT LEGEND M
0 DVERSTORY DECIDUDOUS TREE
0 ORNAMENTAL TREES
x4wmt
U CONIFEROUS TREES
,DO SHRUBS\PERENNIALS
POND EDGE SEED MIX- Mn/DOT 310
WETLAND BUFFER SEED MIX-Mn/DOT BWSR SEED MIX U8
RAIN GARDEN SEED MIX- Mn/DOT 26B
GENERAL TURF SEED MIX- Mn/DOT 250
(ALL DISTURBED AREAS NOT RECEIVING WET SEED MIX)
LANDSCAPE NOTES
1. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK.
2. POND EDGE SEED MIX AREA: SEED 2 -FOOT ELEVATION BELOW NORMAL WATER LEVEL (NWL) TO HIGH WATER LEVEL (HWL) WITH Mn/DOT SEED MIX 310 AS
LOCATED ON LANDSCAPE PLAN. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS
NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED.
3. WETILAND BUFFER SEED MIX AREA: SEED 16.5 FEET BEYOND WETILAND DELINEATION LINE WITH Mn/DOT SEED MIX BWSR U8 AS LOCATED ON LANDSCAPE PLAN.
SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED.
RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED.
4. RAIN GARDENS SHALL BE INSTALLED AFTER THE A REA CONTRIBUTING RUNOFF TO THE RAIN GARDEN HAS BEEN STABILIZED. SOILS TO BE USED SHALL CONSIST
OF SAND FILL OR ROCK FILL, 20% CLEAN SAND, 25% LOAMY TOPSOIL & 25% COMPOST OR AS APPROVED BY THE CARVER COUNTY SOIL AND WATER CONSERVATION
DISTRICT. TYPE 3 EROSION CONTROL BLANKETS SHALL BE USED FOR STABILIZATION.
5. RAIN GARDEN SEED MIX AREA: SEED WITH Mn/DOT SEED MIX 26B AS LOCATED ON LANDSCAPE PLAN. SEED MATERIAL AND INSTALLATION SHALL BE PER
MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE
ESTABLISHED. PLUGS, SHRUBS & GRASSES SHOULD ALSO BE INSTALLED TO REDUCE INITIAL DEGREDATION OF BASINS.
6. GENERAL TURF SEED MIX AREA: SEED ALL DISTURBED LANDSCAPED AREAS, NOT INDICATED TO BE PAVED, POND EDGE SEEDED, WETLAND BUFFER SEEDED, OR
RAIN GARDEN SEEDED WITH Mn/DOT SEED MIX 250. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION
CONTROL AS NECESSARY UNTIL SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED. FINAL DEVELOPMENT TO PROVIDE ADDITIONAL
INFORMATION FOR INDIVIDUAL UNIT/LOT LANDSCAPING.
7. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN, NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL PLANT
MATERIAL TO ADHERE TO THE AMERICAN STANDARD FOR NURSERY STOCK, LATEST VERSION. ADD FERTILIZER, HERBACIDE, AND PESTICIDE AS NECESSARY FOR
OPTIMUM GROWTH.
8. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH.
9. SHREDDED HARDWOOD MULCH SHALL BE COLORED, RED CANYON BY SYLVA, OR APPROVED EQUAL. SINGLE TREE AND SHRUB PLANTINGS SHALL HAVE A 4"
DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE. DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING, EVERGREEN PLANT
MATERIAL SHALL HAVE A RING TO THE DRIP LINE.
10. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR
DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL. CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL REMOVALS
OFF-SITE PER PROJECT IMPROVEMENTS.
11. CONTRACTOR TO WATER PLANT MATERIAL DURING INSTALLATION AND DURING ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT FOR
ESTABLISHMENT AND NORMAL GROWTH.
12. CONTRACTOR TO WARRANTY NEW PLANT MATERIAL FOR TWO -YEARS UPON PROJECT COMPLETION AND OWNER'S ACCEPTANCE. ANY DEAD OR DYING PLANT
MATERIAL SHALL BE REPLACED. REPLACEMENT MATERIAL SHALL BE WARRANTED FOR ONE YEAR FROM THE TIME OF PLANTING.
12. CONTRACTOR TO DISPOSE OF ALL REMOVALS 017F -SITE.
"I PLANTSCHEDULE
CODE
OTY
COMMON NAME/LATIN NAME
SIZE
ROOT
REMARKS
UNDERSTORY/ 6' EVERGREEN TREE: (4
TREES / 100')
THORNLESS HONEYLOCUST var. Inermus
2.5"
STRAIGHT LEADER
HL
67
Gliditsia triacanthos 'Skycole'
CAL.
B&B
AND FULL CROWN
UNDERSTORY/ 6' EVERGREEN TREE: (6
TREES / 100')
FALLGOLD ASH
2.5"
STRAIGHT LEADER
FA
54
Fraxinus nigro 'Fallgold'
CAL.
B&B
AND FULL CROWN
UNDERSTORY/ 6' EVERGREEN TREE: (3
TREES / 100')
LITTLELEAF LINDEN
2.5"
STRAIGHT LEADER
LL
35
B&B
Tilia cordata
I CAL.
JAND FULL CROWN
BLACK HILLS SPRUCE
6'
STRAIGHT LEADER
BS
90
B&B
Picea glauca densato
HT.
AND FULL FORM
WHITE PINE
6'
STRAIGHT LEADER
WID
57
B&B
Pinus strobus
HT.
AND FULL FORM
AMUR MAPLE
1.5"
STRAIGHT LEADER
AM
94
B&B
Acer ginnala
CAL.
AND FULL CROWN
SPRING SNOW CRAB
2 * 5"
STRAIGHT LEADER
SS
48
Molus 'Spring Snow'
CAL.
B&B
JAND FULL CROWN
DWARF BUSH HONEYSUCKLE
5
POT
PLANT 4'-0" O.C.
DBH
114
Diervillo lonicera
GAL
SPACE EVENLY
ANTHONY WATERER SPIREA
5
PLANT 3'-0" O.C.
AWS
107
Spiraeo x bumaldo 'Anthony Waterer'
GAL
B&B
SPACE EVENLY
FAIRY QUEEN SPIREA
5
POT
PLANT 3'-0" O.C.
FOS
92
Spiraea trilobata 'Fairy Queen'
GAL
SPACE EVENLY
EMERALD MOUND HONEYSUCKLE
5
POT
PLANT4 — o" O.C.
EMS
103
lLonicera xylosteum 'Emerald Mound'
GAL
SPACE EVENLY
BLACK CHOKEBERRY
2
POT
PLANT 5'-0" O.C.
BCB
152
I
ARONICA MELANOCARPA
GAL
BASE / SIDESLOPE
FHBC
HIGH BUSH CRANBERRY
2
POT
PLANT 5'-0" O.C.
51
I
VIBURNUM TRILOBUM
GAL
SIDESLOPE
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.
CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
LANDSCAPE REQUIREMENTS
REQUIRED PROVIDED
• STREET FRONTAGE: (900 L.F.)
DECIDUOUS TREE: (1 TREE \ 30LF) 30 30
(90OLF \30 = 30)
• NORTH PROPERTY LINE (BUFFERYARD D- 20' DEPTH)
OVERSTORY TREE: (5 TREES / 100') 60 60
UNDERSTORY/ 6' EVERGREEN TREE: (10 TREES / 100') 120 120
SHRUB:(15 SHRUBS / 100') 180 180
• WEST PROPERTY LINE (BUFFERYARD B-
15' DEPTH)
OVERSTORY TREE: (2 TREES / 100')
16
UNDERSTORY/ 6' EVERGREEN TREE: (4
TREES / 100')
31
SHRUB:(6 SHRUBS / 100')
47
• SOUTH PROPERTY LINE (BUFFERYARD C-
25' DEPTH)
OVERSTORY TREE: (3 TREES / 100')
44
UNDERSTORY/ 6' EVERGREEN TREE: (6
TREES / 100')
89
SHRUB:(7 SHRUBS / 100')
103
• EAST PROPERTY LINE (BUFFERYARD C-
30' DEPTH)
OVERSTORY TREE: (2 TREES / 100')
28
UNDERSTORY/ 6' EVERGREEN TREE: (3
TREES / 100')
SHRUB: (5 SHRUBS / 100')
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
17
35
51
45
91
104
32
48
hFAF
n
e
S
0 60 120 180
SCALE IN FEET
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
I CHANHASSENg MN
Sheet Title:
Landscape Plan
Date:
9/29/05
Sheet:
13,-,f 16
= DECIDUOUS TREE
V
24
NOTE:
TWO ALTERNATE METHODS OF
TREE STAKING ARE ILLUSTRATED
1� I -rup- r1nK1TDA(1TnD'Q nDTlnK1
STAKE TREES; HOWEVER, THE
NTRACTOR IS RESPONSIBLE FOR
INTAINING TREES IN A PLUMB
SITION THROUGHOUT THE
ARANTEE PERIOD.
ARIFY BOTTOM AND SIDES OF
LE PRIOR TO PLANTING
ACE ROOT COLLAR AT OR JUST
OVE FINISHED GRADE
)UBLE STRAND 14 GA. WIRE —
0 1200 INTERVALS (TYP.)
POLYPROPYLENE OR
ILYETHYLENE (40 MIL, 1-1/2"
)E STRAP TYP.)
EE WRAP TO FIRST BRANCH
kGGING — ONE PER WIRE
OTBALL TO SIT ON SUBGRADE
ILCH — " DEEP SHREDDED BARK
'4LESS NOTED OTHERWISE)
ANTING SOIL — SEE SPEC.
PSOIL
BGRADE
X 2" X 24" WOOD STAKE SET
ANGLE
D
NOTE:
THE HOLE FOR PLANTING MUST BE AT LEAST
TWICE THE WIDTH OF THE ROOT BALL
ALL TREES TO BE PLANTED WITH THE ROOT COLLAR
LEVEL OR SLIGHTLY ABOVE GRADE.
= STEEP SLOPE PLANTING
EXISTING GRADE
CUT AREA
PLANT ACCORDING TO
PLANTING DETAILS BELOW
AS APPLICABLE
BACKFILL AREA
N OTE:
1. EXTENDED EXCAVATION AND BACKFILL SOIL TO A
POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN
THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT
TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR
SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE.
cription: By: Date: Description: By: Date: Description: By:
= CONIFEROUS TREE
V)
24
NOTES:
CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE.
NO MULCH TO BE IN CONTACT WITH TRUNK.
SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.
TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED.
IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE
GUARANTEE PERIOD.
PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE.
NOTE:
THE HOLE FOR PLANTING MUST BE AT LEAST
TWICE THE WIDTH OF THE ROOT BALL
ALL TREES TO BE PLANTED WITH THE ROOT COLLAR
LEVEL OR SLIGHTLY ABOVE GRADE.
= WATERING GUIDELINES
AVE. AMOUNT OF
WATER PER
PLANT TYPE APPLICATION (GAL.)
MACHINE TRANSPLANTED 50-100
TREES (3" CALIPER+)
BALLED & BUIRLAPPED 20±
TREES
BARE ROOT TREES 15±
10±
BALLED & BURLAPPED
SHRUBS
BARE ROOT OR 7±
CONTAINER SHRUBS
WOODY SEEDLINGS 4±
HERBACEOUS
GROUNDCOVERS AND 3±
VINES
1) THE WATERING GUIDELINES ASSUME A SOIL CONDITION WITH
ADEQUATE BUT NOT EXCESSIVE OR POOR DRAINAGE. WATERING
INTERVALS AND AMOUNT OF APPLICATION MUST BE VARIED
CONSIDERING PREVAILING SOIL MOISTURE AND WEATHER CONDITIONS
THROUGHOUT THE GROWING SEASON. ADEQUATE BUT NOT EXCESSIVE
SOIL MOISTURE IN THE ROOT ZONE OF NEW PLANTINGS MUST BE
MAINTAINED AT ALL TIMES THROUGHOUT THE GROWING SEASON FOR
THE FIRST TWO YEARS FOLLOWING PLANTING. WATERING MAY BE
REQUIRED WEEKLY OR INFREQUENTLY. THIS DETERMINATION SHALL BE
MADE BY THE CONTRACTOR.
2) THE CONTRACTOR IS ADVISED THAT THE WATERING GUIDELINES
ARE NOT REQUIREMENTS OF THE CONTRACT ALTHOUGH FAILURE TO
CORRECT WATER DEFICITS BY SUPPLEMENTAL WATERING OR FAILURE
TO COMPENSATE FOR EXCESSIVE SOIL MOISTURE AND DRAINAGE
PROBLEMS MAY RESULT IN UNACCEPTABLE PLANTS LEADING TO
REDUCED OR NO PAYMENT.
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Landscape
Architect under the laws of the State of Minnesota.
Kevin Tappan
Date: Reg. No. 26980
Designed By:
Drawn By:
Checked By:
E STRAND 14 GA. WIRE,
200 INTERVALS (TYP.)
)LYPROPYLENE OR
rHYLENE (40 MIL,
' WIDE STRAP TYP.)
STEEL STAKE
NG — ONE PER WIRE
ALL TO SIT ON
ADE
— 4" DEPTH SHREDDED HARDWOOD
3S NOTED OTHERWISE) TO DRIPLINE
NG SOIL — SEE SPEC.
�IL
ADE
Z" X 24" WOOD STAKE
T ANGLE
Schoell & Madson, Inc.
Engineering e Surveying e Planning
Soil Testing e Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
= SHRUB
NOTE:
HAND LOOSEN ROOTS OF
CONTAINERIZED MATERIAL (TYP.)
SCARIFY BOTTOM AND SIDES OF
15" MIN HOLE PRIOR TO PLANTING
PLACE ROOT COLLAR AT OR JUST
ABOVE FINISHED GRADE
NOTE:
THE HOLE FOR PLANTING MUST BE AT LEAST
TWICE THE WIDTH OF THE ROOT BALL.
SHRUBS TO SIT ON SUBGRADE
MULCH — 4" DEPTH SHREDDED HARDWOOD
(UNLESS NOTED OTHERWISE)
LANDSCAPE FABRIC — SEE SPEC.
PLANTING SOIL — SEE SPEC
EDGING
REFER TO PLAN FOR GROUND
COVER
SUBGRADE
CENTERING OF SHRUB IN BED
TO TAKE PRECEDENCE OVER
DIMENSION FROM EDGE.
ALL SHRUBS TO BE PLANTED WITH THE ROOT COLLAR
LEVEL OR SLIGHTLY ABOVE GRADE.
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN9 MN
Sheet Title:
Landscape Detalls
Date:
9/29/05
Sheet
14 161
tl
CONSTRUCTION AT NO COST TO OWNER.
R Revisions
ev's'o'
Date: Description: By: Date: Description: By: Date: Description: By:
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering *Surveying III, Planning
Soil Testing e Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (962) 546-9065
lient:
91A
n
"a
e
0 60 120 180
SCALE IN FEET
1112- CM2 HAR P&ARL PAC�AGE INCLUDES:
(4) 1'x4' GAL.V CARRIAGE, BOLTS FULL THREADS
14) ROUND I'LAT WASHERS
0� I" NL)15�
(4) LOCK WASHERS
(4) 3"x 3'xJ' TAPPED !RETAINING WASHER
-rY OF 1� G
DGHT
11 L
r
CHANHASSEN B A 5 E D, A�L
10, 11" DIA.
K .
BOLT
CIRCLE
�4) NOTCHES
IN CRAFT
GENERAL NOTES IYEE B LUMINNEL
10 ALLOW ROO HEAD
LUMINAIRE SHALL BE EXTRUDED ALUMINUM RECTANGULAR SIHOEBOX
ra4) 2-* 25-*
CLFARANCF
WTH HIGH IMPACT RESISTANT FLAT GLASS LENS, ONE-PIECE OE -FORMED
-H
1, FINISH, HOT DIP GALVANIZE PER ASTM-AI55 (LATEST
BASE LAMP SOCK WA MAX. AN
R"SION).
ARM SMALL BE RECTANGULAR EXTRUDED ALUMINUM TUBE (2 25*± x 6'± x let LONG).
2 SASEPLATE TO BE PERPENDIVULAR TO SHAFT AXIS (& 1"J'
LIGHTING STANDARD SHALL BE CORTEN SELF -WEATHERING SQUARE TAPPERED STEEL
AND TICLE CENTERLINE CONCENTRIC 14 T85) TO 5HAF T AxS
MILLLRBE�RND FUTURA SERIES SOH -SW OR APPROW-D EQUAL
3 STENCIL MIN 1/2 LN. LETrE ps, MANUFACTIJRCR�S NUMBER
REMOVABLE WEATHERPROCII TOP COVERIPLATL
AFTM GALVANIZING4
LIGHDNG STANDARD BASE SMALL BE TYPE -H CASE STEEL
44 PILOT PONT AND SHAFT AXES TC BE CONCENTRIC (4/-
9.66* DIA,
ACCESS DOOR SHALL BE REMOVABLE NEAT)-tERPROOF 6- X 7 1/4- X 9- HIGH.
125 F/H) AND IN LJNE � + /- Z")
PROVIDE NrERNAIL GROUND LUG.
5, PLANIR CUI SLOT >ERPENDICULAR ILIi THE BASEPLATE
FEEDER LFAOS rn THE LUMINAIRt. SHALL EXTEND FROM THE PROPER CABLES IN THE BASE
6� PREPEAT, TIJMHLLBLA8T, HANDORIND. AND CLEAN
CK THE STANVAR0 THROJGH SLPARA IF 5 AMPERE IN - THt--UNE FUSLS. SUITABLE
BASEPLATIF HUIX AND PILOT POINT ON ALL WELDED AREA&
SOLDIERLESS CONNECTORS SHALL BE �JSED. FUSES SHALL BE EQUAL TO BUSSMAN
7. FIIAMECUT IPLREQJL ALPI TIES PERMESSIBLE. (1) VALLEYS NO
IN -THE -UNE WATERPROOF FUSEHOL)EA THIPE HEEI WITH A SUSSMAN TYPE FNIM DUAL
-0 EXCEED 3/32- BELOW NOMINAL SURFACE LEVEL. (2)
ELEMENT FUSE.
PEAKS OR POLN-FIVF TFIREGLILARITIES NOT 70 EXCEED 1/32-
14'DI A,
ABOVE NOM�NAL SURFACF LEVIEL OR INIERSECTIONS OF
HELIX
NOMINAL SURFACES.
& ALL MATERIAL IS TO BE NEW. UNUSED AND MILL
N,S,P, GROUP III MANTENANCE PROGRAM.
TRACEABLE MEETING THE FOLLOWING SPECIFICATIONS:
aA%RLXJE.- ASTM A28-�LATEST REIASION)
STRUCTURAL S-1EL (CONI'CRM TO AASHTO TECH,
ANC BALI -AST ASSEMBLES COMPLETE WITH ALL COMPONENTS AND MODIFICAITONS AS REQUIRED,
BUL. 1270,,%
John ASTMi A252 -(LATEST REVIS41N) GRADE
THE EXACT LOCATION OF ALL STREET LIGHT ASSEMBLIES SHALL BE STAKED BY THE ENGINEER.
STML PIPE PILES. ALTERNATE" MATERIAL� ASIV
A53 -[LATEST REVISION) TYPE E OR 6, GRADE R
ALL RADIAL SECTIONS NORMAL
STEEL PIPE OR A,5rV 45DCI-�LATEST REVSON)
10 AXIS +/�- 3'
GRADE B STRuCTJRAL STFE� TJEKqCr
HELIX ASTMI A6315-�I[AT�ST R"ISION) t-IOT POLLE1)
C"DINATE THIS PROUDURF NTH rH[ AUTHORIZED N.S,P, REPRESENTATIVE,
STEELL
AL EXPOSED METAL COMPONENTS SHALL BE FACTORY FINISHED BAKED ACRYLIC ENAMEL
ASTM A575-�,LAT[57 REVISION) STEEIL
TO MATCH CORTEN 4 --YEAR WILATHERING STEEL, AS PER Mo/DOT SPEC
BAR.
H
POIL IS ZAFR SIXT PER ANSI 6105.1. 545 JAES
FOP E,P.A, IMPOSED.
GRACE 5
10 SASEPLATE IS PtRMANENILY STAMPED WTH
ALL �AOIAL 5ECIION5 NORMAL
MANUFACTURER'S IDENTIFICATI!DIN "AHCT N 1/2* LETTERS AND
TO, 015 4/- 3*
DATE CODE IN 1/4" LETTERS
0a 05
1'. HARDWARE SHOULD BF PACKACED 1*4 BTJRLAP SAC AND
SPLICE BOXES OR HANDHOLES SHALL BE INSTALLED AT ALL STREET CROSSINGS THAT
ATTACHED TO FOUNDATION,
HEUX MUST BE FORMED BY MATCHING
WIN DIE-
RECOMENDEO TQRQUE� NO GRFATFR THAN 15.00D FT. I.S.
�SIDE VIEW Of IRUE. HELoCAL FORM)
'"R';07
-rY OF 1� G
DGHT
11 L
r
CHANHASSEN B A 5 E D, A�L
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Date:
9/29/05
Sheet Title: Sheet:
LIghtIng Plan 15of 16
SMI Project Number: 62641-047
GENERAL NOTES IYEE B LUMINNEL
LUMINAIRE SHALL BE EXTRUDED ALUMINUM RECTANGULAR SIHOEBOX
ra4) 2-* 25-*
WTH HIGH IMPACT RESISTANT FLAT GLASS LENS, ONE-PIECE OE -FORMED
-H
SPECULAR AL REFILECTOR SEALIED OPTICAL ASSEMBLY. TYPE "T DISTRIBUTION.
250 WATT H.P.S. VOLT MOCAL BASE LAMP. GASKETED DOOR, ADJUSTABLE MOCAL
BASE LAMP SOCK WA MAX. AN
ARM SMALL BE RECTANGULAR EXTRUDED ALUMINUM TUBE (2 25*± x 6'± x let LONG).
LIGHTING STANDARD SHALL BE CORTEN SELF -WEATHERING SQUARE TAPPERED STEEL
3
MILLLRBE�RND FUTURA SERIES SOH -SW OR APPROW-D EQUAL
REMOVABLE WEATHERPROCII TOP COVERIPLATL
LIGHDNG STANDARD BASE SMALL BE TYPE -H CASE STEEL
ACCESS DOOR SHALL BE REMOVABLE NEAT)-tERPROOF 6- X 7 1/4- X 9- HIGH.
PROVIDE NrERNAIL GROUND LUG.
FEEDER LFAOS rn THE LUMINAIRt. SHALL EXTEND FROM THE PROPER CABLES IN THE BASE
CK THE STANVAR0 THROJGH SLPARA IF 5 AMPERE IN - THt--UNE FUSLS. SUITABLE
SOLDIERLESS CONNECTORS SHALL BE �JSED. FUSES SHALL BE EQUAL TO BUSSMAN
IN -THE -UNE WATERPROOF FUSEHOL)EA THIPE HEEI WITH A SUSSMAN TYPE FNIM DUAL
ELEMENT FUSE.
I
— 10ENERAL NOTES:
LIGHING ASSEMBLY SHALL CONTAIN ALL MODIFICATIONS AEcEssmy TO COMPLY NTH
N,S,P, GROUP III MANTENANCE PROGRAM.
THE CONTRACTOR SMALL PROMDE AND TURN OVER TO THE CITY, (2) SPARE LUMINAIRES
ANC BALI -AST ASSEMBLES COMPLETE WITH ALL COMPONENTS AND MODIFICAITONS AS REQUIRED,
THE EXACT LOCATION OF ALL STREET LIGHT ASSEMBLIES SHALL BE STAKED BY THE ENGINEER.
LUMINAIRES BEING PROVIDED ON THIS PROCCT SHALL BE INSPECTED AND APPROVIED FOR
>
INSTALLATION PRIOR TO INSTALLATION FOR THE N.S.P. MAINTENANCE PROGRAM.
C"DINATE THIS PROUDURF NTH rH[ AUTHORIZED N.S,P, REPRESENTATIVE,
AL EXPOSED METAL COMPONENTS SHALL BE FACTORY FINISHED BAKED ACRYLIC ENAMEL
TO MATCH CORTEN 4 --YEAR WILATHERING STEEL, AS PER Mo/DOT SPEC
COMPLETE ASSEMBLY SHALL BE STRUCTURALLY DESIGNED FOR 100 MPH WIND LOAD
FOP E,P.A, IMPOSED.
ALL LIGHT WIRES (INCLUDING RUNS BETWEEN LIGHT POLES AND STREET CROSSINGS)
SHALL BE PLACED IN CONDUIT.
0a 05
SPLICE BOXES OR HANDHOLES SHALL BE INSTALLED AT ALL STREET CROSSINGS THAT
SERVE AN OPPOSITE SLOE LIGHT POLE.
'"R';07
PRC'o�DE BREAKAWAY FUSE HOLDERS LOCATED AT DOOR OPENING
'2
FUSL (TROM 30A - 60OV-YW6)
4'- 0'
iN
CURB
C�TY
OF
Ll GH T'l N G
CHANHASSEN
POLE
REVISED: 2/97,
DATE: 2
E NO.: 5240
FILE NAME: 393
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Date:
9/29/05
Sheet Title: Sheet:
LIghtIng Plan 15of 16
SMI Project Number: 62641-047
STORM WATER POLLUTION PREVEN11ON PLAN (SWPPP)
NOTE: THE ENTRIE CIVIL PLAN SET IS PART OF THIS SWPPP
PROJECT NAME: CHANHASSEN WEST BUSINESS PARK
DEVELOPER/OWNER: EDEN TRACE CORP
8156 MALLORY COURT
CHANHASSEN, MN 55317
CONTACT: MARK UNDESTAD
PHONE: (952) 361-0722
FAX: (952) 361-0723
ENGINEER: SCHOELL & MADSON,INC.
CONTACT: JERRY BACKMAN
PHONE: (952) 847-9620
FAX: (952)-546-9065
DESCRIPTION OF CONSTRUCTION ACTIVITY
8 NEW BUILDINGS, SITE GRADING,
PUBLIC STREET, UTILITIES, STORMWATER POND,
& WETLAND MITIGATION.
RESPONSIBLE PARTIES:
OWNER: SAME AS ABOVE
GRADING CONTRACTOR TBA
CONTACT:
PHONE:
UTILITY AND STREET CONTRACTOR: TBA
CONTACT:
PHONE:
THE CONTRACTOR WILL HAVE INITIAL RESPONSIBILITY FOR
IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTIONS.
TRANSFER OF RESPONSIBILITY FOR SWEEP
FROM SITE GRADING CONTRACTOR TO STREET AND UTILITY CONTRACTOR:
FOLLOWING SITE GRADING COMPLETION, WHEN ALL EROSION CONTROL
MEASURES HAVE BEEN INSTALLED BY THE SITE GRADING CONTRACTOR AS
REQUIRED AND ARE IN WORKING ORDER WITHOUT NEED OF MAINTENANCE, AND
ALL MEASURES HAVE BEEN REVIEWED AND ACCEPTED BY THE STREET AND
UTILITY CONTRACTOR, EXCEPT FOR TURF RESTORATION WHICH MUST
DEMONSTRATE THAT IT IS VIABLY GROWING, THEN THE STREET AND UTILITY
CONTRACTOR WILL EXECUTE AN MPCA "APPLICATION FOR PERMIT
TRANSFER/MODIFICATION FORM" (AVAILABLE ON-LINE AT WWW.PCA.STATE.MN.US)
FOR THE TRANSFERENCE OF RESPONSIBILITY UNDER THE ORIGINAL NPDES
PERMIT ISSUED FOR THE PROJECT.
THE OWNERS ASSOCIATION WILL HAVE RESPONSIBILITY FOR LONG TERM
OPERATION AND MAINTENANCE OF THE PAVEMENT STORM WATER MANAGEMENT
SYSTEM.
THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING SEQUENCE.
1.
INSTALL ROCK CONSTRUCTION ENTRANCE
2.
INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT
FENCE). CLEAR TREES AS
NECESSARY TO ALLOW INSTALLATION.
3.
INSTALL TREE PROTECTION FENCE
4.
CLEAR AND GRUB FOR STORMWATER POND
5.
CONSTRUCT STORMINATER POND
6.
INSTALL POND PERIMETER SILT FENCE
7.
CONTINUE CLEARING AND GRUBBING
8.
STOCKPILE TOPSOIL FOR RE -USE
9.
COMPLETE SITE GRADING
10.
STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIME
FRAME LISTED
IN EROSION PREVENTION PRACTICES
11.
INSTALL UTILITIES, STORM SEWER, STORM DRAIN INLET
PROTECTION, CURB & GUTTER, & PAVING
12.
WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND
THE SITE STABILIZED,
REMOVE ACCUMULATED SEDIMENT FROM STORMWATER
POND, REMOVE SEDIMENT
CONTROL BMP'S, AND RESEED ANY AREAS DISTURBED
BY THEIR REMOVAL.
03 MIN 211;?10
1. CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION
CONTROL AGENCY N,P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE
THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF
RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF
GRADING OF AN AREA.
2. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
3. BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA
PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION
SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK.
4. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN
OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH
AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS
IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS
COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED.
5. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE
ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR
SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S
WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE.
DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE
TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION
ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND
ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO
PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES.
6. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE
EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE
AREAS.
7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE
COVER TO HELP FILTER RUNOFF.
8. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL
PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -
BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION.
9. TEMPORARY SEED SHALL BE MNDOT MIX 908 @ 50 LBS. PER ACRE OR APPROVED
EQUAL. MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE
OR APPROVED EQUAL AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED
TO MINIMUM 90 % COVERAGE OF THE SURFACE AREA DISTURBED.
10. PERMANENT TURF RESTORATION IS SEEDING IN ACCORDANCE WITH MNDOT 3876, SEED
IS MIXTURE 190 AT 60 POUNDS PER ACRE WITH TYPE 1 MULCH WITH DISC ANCHOR
APPLIED AT 2 TONS PER ACRE TO 90 % COVERAGE . WETLAND SEEDING IS MNDOT
MIXTURE 25B AT 30 POUNDS PER ACRE, UPLAND BUFFER IS MNDOT 5B AT 30 POUNDS
PER ACRE, WITH FIBER BLANKET. (INSTALL ONLY WHERE GROUND IS DISTURBED)
ALL SEEDED AREAS ARE TO RECEIVE TYPE I MULCH AND DISC ANCHOR OR EROSION
CONTROL BLANKET TYPE 3, OR HYDROSEEDED WITH TACKIFIER MULCH.
11. SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE
SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE
HYDROSEEDED WITH TACKIFER MULCH.
12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING
PUBLIC STREETS AND PAVED AREAS ON A DAILY BASIS OR AS NEEDED.
13. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER
FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS WITHIN 24 HOURS OR AS
DIRECTED BY THE CITY OF CHANHASSEN.
14. IMMEDIATELY FOLLOWING SITE GRADING OPERATIONS AND PRIOR TO THE INSTALLATION
OF UTILITIES, THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND
MULCHED AND SILT FENCE SHALL HAVE BEEN INSTALLED AROUND ALL PONDS.
15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY
DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED
OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED.
CONSTRUCTION ACTIVITY REQUIREMEN
A. S70RM WATER POLLUTION PREVENTION PLAN
• THE CONTRACTOR SHALL IMPLEMENT THE SWPPP AND THE REQUIREMENTS OF THIS PART.
THE BEST MANAGEMENT PRACTICES (BMPs) IDENTIFIED IN THE SWPPP AND IN THIS
PERMIT MUST BE INSTALLED IN AN APPROPRIATE AND FUNCTIONAL MANNER.
B. EROSION PREVENTION PRACTICE
• THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,
HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE
EROSION. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G.
WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE
WORK BEGINS.
• ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER
CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED
WITHIN 7 DAYS (STEEPER THAN 3:1 SLOPES), 14 DAYS (10:1 TO 3:1 SLOPES), OR 21
DAYS (FLATTER THAN 10:1). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL
AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET,
DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER.
• THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN
200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO
ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER).
PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION
WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. ALL CURB CUTS MUST BE
PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF
PAVING.
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 Reg. No. 12048
RpOr,wed Ry JERRY BACKMAN npt,3 9-28-05
Designed By:
I Drawn By:
I Checked By:
C. SEDIMENT CONTROL PRACTIC
• SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING
SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT
CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. IF
DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES
MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL
BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR
SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN
WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER
APPROVED METHODS AND/OR AS SHOWN ON THE EROSION CONTROL
PLAN.
• SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE
PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN.
• THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO
ACCOMMODATE SHORT TERM ACTIVITIES. HOWEVER, THESE PRACTICES
MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE
ACTIVITY IS NOT COMPLETE.
• CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE
BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR
DISCHARGING TO THE INLET HAVE BEEN STABILIZED.
• TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER
OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN OR NEAR
SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB
AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES.
• VEHICLE TRACKING MUST BE MINIMIZED BY BMP'S. STREET SWEEPING
MUST BE USED IF SUCH BMP'S ARE NOT ADEQUATE TO PREVENT
SEDIMENT FROM BEING TRACKED ONTO THE STREET.
• CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION
BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A
COMMON LOCATION. THE STORMWATER POND SHALL BE CONSTRUCTED
PRIOR TO DISTURBING UPSLOPE AREAS, AND BE USED AS THE MAJOR
SEDIMENTATION BASIN FOR THE ENTIRE SITE. GENERAL LOCATIONS FOR
OTHER BASINS ARE NOTED ON THE GRADING PLAN.
D. DEWATERING AND SURFACE DRAINAG
• DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID
OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A
SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE
WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE
SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S
SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING
WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE
THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND
SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK
RIPRAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY
DISSIPATION MEASURES.
• ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT
DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF
WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND.
E. INSPECTIONS AND MAIWENANC
THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE
EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A
RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE
RECORDED IN WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REQUIREMENTS.
(NOTE: LOCAL JURISDICTION MAY REQUIRE MORE FREQUENT INTERVAL OF INSPECTION.)
INSPECTION AND MAINTENACNE RECORDS MUST INCLUDE:
- DATE & TIME OF INSPECTION
- NAME OF PERSON(S) CONDUCTION INSPECTIONS
- FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTIONS
- DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN 24 HOURS
MAINTENANCE MUST BE PERFORMED AS FOLLOWS:
- SILT FENCE REPAIRED/REPLACED/SUPPLEMENTED WHEN NONFUNCTIONAL,
OR 4 FULL, WITHIN 24 HOURS
- SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN 4 STORAGE
VOLUME IS REACHED, WITHIN 72 HOURS
- SEDIMENT REMOVED FROM SURFACE WATERS WITHIN 7 DAYS
- CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITHIN
24 HOURS
• SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS.
• HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A.
REGULATIONS. SECONDARY CONTAINMENT & RESTRICTED ACCESS MUST BE
PROVIDED AROUND FUELING AREAS (IF ANY) OR AS DIRECTED BY THE
SOIL & WATER CONSERVATION DISTRICT. CONTAINMENT DEVICES MAY
INCLUDE POLY -LINED SOIL BERM, POLY -LINED STRAW BALES, OR
APPROVED IMPERVIOUS BARRIER.
• EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A
DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE
PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE.
G. FINAL STABILIZA-DON
• THE PERMITEE (THE OWNER/DEVELOPER AND THE CONTRACTOR WHO
SIGNS THE MPCA NPDES/SDS APPLICATION FOR GENERAL STORM -WATER
PERMIT FOR CONSTRUCTION ACTIVITY) MUST ENSURE FINAL STABILIZATION
OF THE SITE. A NOTICE OF TERMINATION MUST BE SUBMITTED WITHIN 30
DAYS OF FINAL STABILIZATION.
• FINAL STABILIZATION SHALL BE ACHIEVED IN THE FOLLOWING WAY:
- ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND MORE
THAN 70% OF THE SURFACE STABILIZED WITH UNIFORM PERENNIAL
VEGETATIVE COVER AND;
A. ALL DITCHES ARE STABILIZED;
B. ALL EROSION BMP'S (SUCH AS SILT FENCE) MUST BE
REMOVED;
C. ALL SEDIMENT HAS BEEN CLEANED OUT FROM CONVEYANCES
AND SEDIMENTATION BASINS THAT ARE TO BE USED AS
PERMANENT BASINS. THE CLEANOUT OF PERMANENT BASINS
MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN
CAPACITY.
Schoell & Madson, Inc.
Engineering * Surveying e Planning
Soil Testing e Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
F-c-lient.
LOCATION MAP
NO SCALE
DEVELOPMENT SUMMARY
TOTAL PROJECT AREA
TOTAL DISTURBED AREA
EXISTING IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA
SOILS ARE HYDROLOGIC SOIL GROUP
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55317
40.14 AC.
35.74 AC.
0.710 AC.
19.72 AC.
B
:P
Project Name/Location:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Date:
9/29/05
Sheet Title: Sheet:
Stormwater Pollution Prevention Plan (SWPPPI 16of 16
E
PRELIMINARY PLANS FOR.
I I 1 0 1�
U11 Ali,
C 11111 N H A S S 1I= N11
CHANHASSEN, MINNESOTA
0
PREPARED FOR.
K"kACE
EDEN Tw CORPm
mmmmommm, S S
7REE PRESERVATION, SITE, STREET, GRADING, DRAINAGE &
EROSION CONTROL, SANITARY SEWER,
WATERMAIN, STORM SEWER, WETLAND MITIGATION AND LANDSCAPE
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR
LOCATION OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES,
MANHOLE, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGI ` IG
THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
Revisions
Date: Description: By:
U. U -I
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CT.
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k Ig ��0001 OCATION
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2000
HASSEN
20,321
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LOCATION MAP
NO SCALE
SCHOELL & MADSON, INC.
ENGINEERS SURVEYORS * PLANNERS
SOIL TESTING * ENVIRONMENTAL SERVICES
10580 WAYZATA BOULEVARD MINNETONKA, MINNESOTA 55305
MAX191Z �Dvl
1 TITLE SHEET
2. EXISTING CONDITIONS PLAN
3. TREf PRESERVATION PLAN
4. TREE PRESERVATION DETAILS
5. PRELIMINARY SITE PLAN
0. PRELIMINARY GRADING PLAN
PRELIMINARY OVERALL UTILITY PLAN
8. PUBLIC STREET, SANITARY SEWER & WATERMAIN PLAN & PROFILE
9. PUBLIC STORM SEWER PLAN & PROFILE
10. WETLAND MITIGATION PLAN
11 � DEIFAILS
12. �-ANDSCAPE PLAN
13. LANDSCAPE DETAILS
I HER: -9y CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT � AM A DULY REGISTERED PROFESSIONAL
LNGIN-�ER I I , �41DER THE LAWS OF THE STATE
OF Ivi,IqNESO-�.
DATE: 6-17-05 REG. NO.
CITY OF CHANHASSEN
RECEIVED
JUN 1 7 2005
CHANHASSEN PLANNING DEPT
CITY OF CHANHASSEN
R ECEIVED
JUi,j 7 2005
CHANHASSEN t.. ........ )EPT
I of 13
SMi Project Number: 62641-047 1
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Piofessional
Engineer under the laws of the State of Minnesota.
Date: —Reg. No.
Reviewed By: Date: -
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering * Surveying o Planning
Soil Testing o Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
NW QUAD OF CSAH 18 & GALPIN BLVD.
CHANHASSEN, MN
I Date:
8-17-05
Sheet Title: Sheet:
Existing Conditions Plan 2 Of 13
SMI Project Number: 62641-047
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Piofessional
Engineer under the laws of the State of Minnesota.
Date: —Reg. No.
Reviewed By: Date: -
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering * Surveying o Planning
Soil Testing o Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
NW QUAD OF CSAH 18 & GALPIN BLVD.
CHANHASSEN, MN
I Date:
8-17-05
Sheet Title: Sheet:
Existing Conditions Plan 2 Of 13
SMI Project Number: 62641-047
LEGEN
0 XXXX
TREES REMOVED
0 XXXX TREES PRESERVED
El El El L-1 0 El TREE CLEARING LIMITS
EXISTING CANOPY COVERAGE
AREA
REMOVAL CANOPY
COVERAGE AREA
TREE PRESERVATION NOTES
1. BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON
SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS AND TREE
PROTECTION MEASURES.
2. TREE PROTECTION FENCE IS TO BE PLACED OUTSIDE OF THE DRIP LINE OF ALL
SIGNIFICANT TREES TO BE SAVED. FENCE TO REMAIN UNTIL ALL SITE WORK IS COMPLETED.
FENCE SHOULD NET BE MOVED OR RELOCATED WITHOUT VERBAL OR WRITTEN
COMMUNICATION WITH THE CONSULTANT. HEAVY DUTY SILT FENCE SHALL BE USED FOR TREE
PROTECTION FENCE.
3. NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WITHIN
THE DRIP UNE AREA OF ANY TREES THAT ARE TO BE SAVED.
4. CARE MUST BE TAKEN TO PREVENT CHANGE IN THE SOIL CHEMISTRY DUE TO CONCRETE
WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS SUCH AS PAINTS OR FUELS.
5. ALL CONSTRUCTION EQUIPMENT, VEHICLE TRAFFIC AND STORAGE AREAS MUST BE
LOCATED OUTSIDE OF ANY TREE PROTECTION AREA.
6. PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 1
7. IF WOUNDING OF OAK TREES OCCUR. A NON—TOXIC WOUND DRESSING MUST BE
APPLIED IMMEDIATELY. (EXCAVATORS MUST HAVE A NON—TOXIC TREE WOUND DRESSING WITH
THEM ON DEVELOPMENT SITES.)
B. HEAVY—DUTY SILT FENCE SHALL BE STAKED AT THE DRIPUNE OF EXISTING TREES TO BE
SAVED.
ALLOWABLE TREE REMOVAL:
SEE TREE REFORESTATION CALCULATION BELOW
TREE REFORESTATION CALCULATION
TOTAL SITE AREA 1,748,718 SQ. FT. OR 40.15 AC.
TOTAL WETLAND AREA 182,952 SQ. FT. OR 4.20 AC.
SUB TOTAL SITE AREA 1,565,766 SQ. Fr. OR 35.95 AC
(EXCLUDED WETLAND AREA)
TOTAL BASE LINE EXISTING 356,529 SO. F.T OR 8.18 AC.(22.77%)
CANOPY COVERAGE AREA
EXISTING MIN. REQUIRED BASE LINE
CANOPY COVERAGE TO REMAIN = 14% OR 219,207 SQ. FT.
TOTAL REMOVAL BASE LINE 172,565 SQ. Fr. OR 3.52 AC
CANOPY COVERAGE AREA.
356,529 — 172,565 = 183,964 SO. Fr.
219,207 — 183,964 = 35,243 SQ. F.T.
35,243 X 1.2 =42,292 SQ. FT.
42,292 / 1089 = 38 TREES @ 2.5" SIZE
(REPLACEMENT TREES ARE REQUIRED)
NOTE: REPLACEMENT TREES MAY COUNT TOWARDS REQUIRED LANDSCAPE TREES
EXPECT FOR REQUIRED STREET TREES.
EL
TREE DRIPLINE.
SNOW FENCE OUT51DE OF DRIPL
SEE SPECS.
EXISTING TREES TO BE PRESERVED.
TREE DRIPLINE.
SNOW PENCE. SEE SPECS.
ERECT PROTECTIVE 6NCW FENCE PRIOR TO ANY CONSTRUCTION ACTIVITY.
DO NOT STORE ANY EQUIPMENT OR MATERIALS WITPIN PROTECTIVE AREA.
REMOVE TPE PROTECTIVE SNOW FENCE ONLY AFTER CONSTRUCTION
OFE�RATION5 ARE COMPLETED.
iiilk�"
10:4 lJO)
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Galpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
2109
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
3-1-05
REVISED POND
JB
I
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
Reviewed By: Date:
I Designed By:
I Drawn By:
I Checked By:
Schoell & Madson, Inc.
Engineering 9 Surveying * Planning
11 ting * Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-76011 - fax: (952) 546-9065
'I Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
n
180
Project Name/Location: Date:
NW QUAD OF CSAH IS & GALPIN BLVD. 6-17-05
CHANHASSEN, Mill
Sheet Title: Sheet:
Tree Preservation Plan 3 of 13_
SIVII Project Number: 62641-047
Status
Number
Full Desc.
Size
Number of Trunk
Total Inches
S
2203
COTTONWOOD
12
1
12
S
2204
BASSWOOD TWIN
14
2
28
S
2205
COTTONWOOD
14
1
14
S
2206
ASH
14
1
14
S
2207
OAK
22
1
22
S
2208
OAK
14
1
14
R
2209
ASH
18
1
18
S
2210
BASSWOOD
18
1
18
S
2211
BASSWOOD
18
1
18 1
S
2212
OAK
41
1
41
S
2215
BOX ELDER
24
1
24
S
2217
ASH
14
1
14
S
2218
ASH
14
1
14
S
2219
SPRUCE
16
1
1
S
2221
SPRUCE
12
1
12
S
2222
SPRUCE
12
1
12
S
2224
COTTONWOOD
36
1
36
S
2225
BALSAM FIR
50
1
50
S
2226
MAPLE
12
1
12
S
2227
MAPLE
12
1
12
S
2228
MAPLE
18
1
18
S
2229
MAPLE
24
1
24
S
2230
ASH TWIN
12
2
24
S
2231
SPRUCE
12
1
12
S
2232
SPRUCE
12
1
12
S
2233
SPRUCE
12
1
12
S
2234
SPRUCE
12
1
12
S
2235
SPRUCE
12
1
12
S
2236
SPRUCE
12
1
12
S
2238
MAPLE
18
1
13
S
2239
SPRUCE
12
1
12
S
2240
SPRUCE
12
1
12 1
S
2241
SPRUCE
12
1
12
S
2242
SPRUCE
12
1
J?
R
2243
SPRUCE
12
1
1?
R
2246
ASH
14
1
1�
R
2247
ASH
12
1
1�
R
2248
ASH
18
1
13
R
2250
OAK
42
1
42
S
2251
OAK
30
1
3)
S
2252
COTTONWOOD
18
1
13
S
2253
COTTONWOOD
18
1
13
S
2254
COTTONWOOD
18
1
13
R
2255
BOX ELDER
22
1
22
R
2256
ASH
12
1
12
R
2257
ASH
12
1
12
R
2258
ASH
12
1
J?
R
2259
ASH
12
1
12 1
R
2260
ASH
12
1
24
S
2261
COTTONWOOD
is
1
13
R
2262
ASH
12
1
12
R
2263
ASH TWIN
12
1
1?
R
2264
BASSWOOD
12
1
12
R
2265
ASH
12
1
1?
R
2266
ASH
12
1
J?
R
2267
ASH
12
1
1?
S
2268
ASH
12
1
12
S
2269
ASH
12
1
12
S
2270
ASH
12
1
12
S
2271
ASH
12
1
12
S
2272
ASH
12
1
ia
R
2275
ASH
16
1
13
R
2276
ASH
16
1
15
R
2277
BOX ELDER
18
1
13
R
2278
OAK
22
1
22
R
2279
OAK
18
1
13
R
2280
OAK
21
1
21
R
2281
OAK
24
1
24-
R
2282
BASSWOOD
31
1
�1
R
2283
OAK
21
1
21
R
2284
OAK
28
1
2B
R
2285
MAPLE
12
1
12
R
2286
OAK
31
1
21
R
2287
OAK
24
1
24
R
2288
OAK
24
1
24
R
2289
OAK
18
1
18
R
2291
OAK
36
1
�6
R
2292
OAK
31
1
'0
R
2293
OAK
14
1
14
R
2294
OAK TWIN
12
2
24
R
2295
OAK
18
1
18
R
2296
OAK
24
1
24
R
2297
OAK
12
1
12
R
2299
OAK
18
1
18
Status
Number
Full Desc.
Size
Number of Trunk
Total Inches
R
2300
OAK
24
1
24
R
2301
OAK
24
1
24
R
2302
OAK
14
1
14
S
2304
OAK
24
1
24
S
2305
OAK
24
1
24
R
2306
OAK
22
1
22
R
2307
OAK
28
1
28
S
2308
OAK
28
1
28
S
2309
OAK
14
1
14
R
2310
OAK
31
1
31
S
2311
OAK
12
1
12
R
2312
OAK
24
1
24
S
2313
OAK
12
1
12
S
2314
OAK
24
1
24
R
2315
BOX ELDER
24
1
24
S
2316
OAK
24
1
24
R
2317
OAK
24
1
24
S
2318
MAPLE
18
1
18
S
2319
OAK
18
1
is
R
2320
BOX ELDER
14
1
14
R
2321
OAK
24
1
24
R
2322
OAK
30
1
30
R
2323
BASSWOOD
36
1
36
R
2324
OAK
12
1
12
S
2325
OAK
31
1
31
S
2326
BOX ELDER TWIN
14
2
28
R
2327
OAK
31
1
31
R
2328
OAK
31
1
31
R
2329
OAK
31
1
31
S
2330
OAK
12
1
12
S
2331
OAK
18
1
18
S
2332
ASH
12
1
12
S
2333
OAK
16
1
16
S
2334
ASH
14
1
14
S
2335
OAK
24
1
24
S
2336
ASH
12
1
12
S
2337
MAPLE
18
1
18
S
2338
OAK
18
1
18
S
2340
OAK
24
1
24
S
2341
OAK
18
1
18
S
2342
MAPLE
12
1
12
S
2344
OAK
31
1
31
S
2345
OAK
31
1
31
S
2346
OAK
24
1
24
S
2347
OAK
24
1
24
S
2348
OAK
12
1
12
S
2349
ASH
12
1
12
S
2350
OAK
18
1
18
S
2351
OAK
24
1
24
S
2352
OAK
31
1
31
S
2353
OAK
36
1
36
S
2355
OAK
18
1
18
S
2356
OAK
18
1
18
S
2357
OAK
41
1
41
S
2358
OAK
31
1
31
S
2361
OAK
31
1
31
S
2362
OAK
31
1
31
S
2363
OAK
31
1
31
S
2364
OAK
31
1
31
S
2365
OAK
31
1
31
R
2366
OAK
31
1
31
S
2367
OAK
24
1
24
S
2368
OAK
12
1
12
S
2369
OAK
22
1
22
S
2370
OAK
22
1
22
S
2371
OAK
22
1
22
S
2372
OAK
18
1
18
S
2373
OAK
24
1
24
S
2374
OAK
24
1
24
S
2375
OAK
20
1
20
S
2376
OAK
24
1
24
S
2377
OAK
18
1
18
S
2378
OAK
18
1 1
18
S
2379
OAK 1
20
1 1
20
S
2380
OAK
20
1
20
S
2381
OAK
24
1
24
S
2382
OAK TWIN
12
2
24
S
2383
OAK
12
1
12
S
2384
OAK
42
1
42
S
2385
OAK
24
1
24
S
2386
OAK
18
1
18
S
2387
OAK
14
1
14
S
2388
OAK
14
1
14
S
2389
OAK
12
1
12
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
3-1-05
REVISED POND
JE1
Number of Trunk
Total Inches
S
2400
Ash
24
1
24
S
2401
Oak
24
1
24
S
2402
Oak
16
1
16
S
2403
Oak
16
1
16
S
2404
Oak
24
1
24
S
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
P- Reviewed By: Date: 0
Designed By:
Drawn By:
Checked By:
Status
Number
Full Desc.
Size
Number of Trunk
Total Inches
S
2400
Ash
24
1
24
S
2401
Oak
24
1
24
S
2402
Oak
16
1
16
S
2403
Oak
16
1
16
S
2404
Oak
24
1
24
S
2405
Oak
24
1
24
R
2406
Basswood
24
1
24
R
2407
Oak
18
1
18
R
2408
Oak
18
1
18
R
2409
Oak
12
1
12
R
2410
Oak
12
1
12
S
2411
Oak
18
1
18
R
2412
Oak
18
1
18
R
2413
Oak
18
1
18
R
2414
Oak
20
1
20
R
2415
Basswood
30
1
30
R
2416
Oak
24
1
24
R
2417
Oak
18
1
18
R
2418
Oak
18
1
18
R
2419
Oak
18
1
18
S
2420
Oak
18
1
18
S
2421
Oak
20
1
20
S
2422
Maple
18
1
18
S
2423
Oak
24
1
24
S
2424
Oak
18
1
18
S
2425
Oak
18
1
18
S
2426
Oak
14
1
14
S
2427
Oak
12
1
12
S
2428
Oak
24
1
24
S
2429
OAK
24
1
24
S
2430
OAK
20
1
20
S
2431
OAK
20
1
20
S
2432
OAK
18
1
18
S
2433
BASSWOOD
18
1
18
S
2434
OAK
18
1
18
S
2435
OAK
15
1
15
S
2436
OAK
24
1
24
S
2437
OAK
18
1
18
S
2438
OAK
20
1
20
S
2439
COTTONWOOD
12
1
12
S
24-40
COTTONWOOD
12
1
12
S
2441
OAK
20
1
20
S
2442
OAK
36
1
36
S
2443
OAK
24
1
24
S
2444
OAK
18
1
18
S
2445
OAK
24
1
24
S
2446
OAK
16
1
16
S
2449
OAK
28
1
28
S
2450
OAK
24
1
24
S
2451
OAK
18
1
18
S
2452
OAK
24
1
24
S
2453
OAK
18
1
18
S
2454
OAK
12
1
12
S
2455
BASSWOOD
24
1
24
S
2456
OAK
20
1
20
S
2457
OAK
20
1
20
S
2458
OAK
24
1
24
S
2459
BASSWOOD DBL
TWIN
14
2
28
S
2460
BASSWOOD TWIN
12
2
24
S
2462
BASSWOOD
20
1
20
S
2463
BASSWOOD
18
1
18
S
2464
OAK
20
1
20
S
2465
OAK
24
1
24
R
2466
OAK
24
1
24
R
2467
OAK
24
1
24
R
2468
OAK
24
1
24
S
2469
OAK
18
1
18
S
2470
SPRUCE
12
1
12
S
2471
BASSWOOD
12
1
12
S
2472
PINE
12
1
12
S
2473
OAK
22
1
22
S
2474
OAK
18
1
18
S
2475
SPRUCE
12
1
12
S
2 47 ro,
OAK
Is
I
As
S
2477
OAK
14
1
14
S
2478
OAK
14
1
14
R
2479
OAK TRPL
12
3
36
R
2480
OAK
18
1
18
R
2481
OAK
18
1
18
R
2482
OAK
18
1
18
R
2483
OAK
18
1
S
2484
OAK
16
1
16
S
2485
OAK
16
1
16 1
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Soil Testing o Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Status
Number
Full Desc.
Size
Number of Trunk
Total Inches
S
2486
OAK
16
1
16
S
2487
OAK
24
1
24
S
2488
OAK
24
1
24
S
2489
OAK
24
1
24
S
2490
OAK
15
1
15
R
2491
OAK
20
1
20
S
2492
OAK
20
1
20
R
2494
OAK
28
1
28
R
2495
OAK
18
1
18
S
2496
OAK
18
1
18
S
2497
OAK
18
1
18
R
2498
OAK
14
1
14
S
2500
OAK
12
1
12
R
2501
OAK
16
1
16
R
2502
OAK
12
1
12
R
2504
OAK
12
1
12
R
2505
OAK
12
1
12
R
2506
OAK
18
1
18
R
2507
OAK
12
1
12
S
2508
OAK
12
1
12
R
2509
OAK
14
1
14
S
2510
OAK
18
1
18
S
2511
OAK
12
1
12
S
2512
OAK
16
1
16
S
2513
OAK
16
1
16
R
2514
OAK
12
1
12
R
2515
OAK
12
1
12
R
2516
OAK
14
1
14
S
2517
OAK
18
1
18
R
2518
OAK
16
1
16
R
2519
OAK
16
1
16
R
2520
OAK
12
1
12
S
2521
OAK
12
1
12
R
2522
OAK
18
1
1B
R
2523
OAK
16
1
16
R
2524
OAK TWIN
24
2
48
R
2525
OAK
14
1
14
R
2526
OAK
18
1
18
S
2527
OAK
18
1
18
R
2528
OAK
12
1
12
R
2529
OAK
14
1
14
R
2530
OAK
24
1
24
R
2531
OAK
14
1
14
S
2532
OAK
14
1
14
S
2533
OAK
14
1
14
R
2534
OAK
14
1
14
R
2535
OAK
18
1
18
R
2536
OAK
24
1
24
R
2537
OAK
14
1
R
2538
OAK
14
1
14
R
2539
OAK TWIN
24
2
48
S
2540
OAK
12
1
12
S
2541
Basswood
12
1
12
S
2542
Ash
12
1
12
S
2543
Ash
12
1
12
R
2544
Ash
12
1
12
S
2545
Ash
12
1
12
R
2546
Ash
20
1
20
S
2547
Ash
12
1
12
i R
2548
Ash
14
1
14
R
2549
Ash
14
1
14
R
2550
Ash
14
1
14
R
2551
Oak
18
1
1B
R
2552
Oak
24
1
24
S
2553
Oak
18
1
18
S
2554
Oak
12
1
12
R
2555
Oak
28
1
28
R
2556
Oak
24
1
24
R
2557
Oak
20
1
20
R
2559
Oak
24
1
24
R
2560
Oak
24
1
24
R
2561
Oak
24
1
24
R
2562
Ash
30
1
30
R
2564
Ash
18
1
18
R
2565
Oak
30
1
30
R
2566
Oak
30
1
30
R
2567
Ash
12
1
12
R
2568
Oak
24
1
24
F-
I
I I
I
Project Name/Location:
NW QUAD OF CSAH IS & GALPIN BLVD.
CHANHASSEN,MN
Date:
8-17-05
Sheet Title: Sheet:
Tree Preservation Details 4 of 13
SMI Project Number: 62641-047
1 10 9 7
4
TR TTEk'S RID E ADUITION1
7r
LITV
A
BUILDING 0 60 120 180
SETBACK
SCALE IN FEET
�S;�o
W Ilk W
�:DQE_OF EXISTING
-WETLAND
OLITLOT C
+
R
WETA N i`l�
AL
PROJECT INFORMATION
F.F.E.=963
TOTAL SITE AREA:
F.F.E.=963 SIIE S.F. = 1,748,718 S.F. 40.15 ACRES
7- LO LOT 2: LOT 3:
5 TO'AL S.F. 166,233 S.F. TOTAL S.F. 144,036 S.F. TOTAL S.F. 124,349 S.F.
ASPHALT = 42,123 S.F. ASPHALT= 50,237 S.F. ASPHALT= 65,073 S.F.
24 BUILDING = 50,265 S.F. BUILDING 46,982 S.F. BUILDING 27,899 S.F.
SIDEWALK 1,390 S.F. SIDEWALK 2,122 S.F. SIDEWALK 2,165 S.F.
GREENSPACE 72,455 S.F = 44% GREENSPACE 44,695 S.F = 31% GREENSPACE 29,212 S.F = 23%
rI - 50'
BUILDING LOT 4: LOT 5: LOT 6:
1 SETBACK TOTAL S.F. 219,215 S.F. TOTAL S.F. 156,190 S.F. TOTAL S.F. 257,813 S.F.
Az�HALT = 62,137 S.F. ASPHALT = 50,467 S.F. ASPHALT = 75,883 S.F.
6 BUILDING = 40,526 S.F. BUILDING = 41,689 S.F. BUILDING = 77,754 S.F.
SIDEWALK 1,933 S.F. SIDEWALK 1,739 S.F. SIDEWALK 4,663 S.F.
24 GREENSPACE 114,619 S.F 52% GREENSPACE 62,295 S.F = 40% GREENSPACE 99,513 S.F = 39%
*\.EDGE \OF �&Tl N G LOT 7: LOT 8: OUTLOT A:
WE L :Y--- TOTAL S.F. 82,385 S.F. TOTAL S.F. 97,843 S.F. TOTAL S.F. = 180,643 S.F.
ASPHALT = 41,126 S.F. ASPHALT = 41,068 S.F.
BUILDING = 23,124 S.F. BUILDING = 25,914 S.F. OUTLOT B:
9' - 13 RETAINING SIDEWALK 2,864 S.F. SIDEWALK 3,588 S.F. TOTAL S.F. = 92,577 S.F.
U I tit WALL GREENSPACE = 15,271 S.F 19% GREENSPACE = 27,273 S.F 28% OUTLOT C:
C11 10 TOTAL S.F. = 165,365 S.F.
8 DID MAXIMUM OF 70% HARD SURFACE COVERAGE - AVERAGE FOR ENTIRE SITE CUL-DE-SAC:
I I Ll I MINIMUM OF 30% GREENSPACE - 1,748,718 TOTAL SITE S.F. X 30% 524,615 S.F. TOTAL S.F. 62,069 S.F.
�all SITE HAS 855,302 S.F. OR 49% - MEETS REQUIREMENTS
.0
01 413 649,698 S.F 44%
r Rio 7 TOTAL GREENSPACE AREA (EXCLUDE OUTLOT A
BUIL ING
iSETB CK 4
1110
01 PARKING PROVIDED:
552SPACES
fy 114, ]
76
1 �81
SITE PLAN REQUIREMENTS:
- 50' BUILDING & PARKING SETBACK ALONG GALPIN BLVD. AND LYMAN BLVD. NO REQUIREMENTS FOR
!�.`FRIOR SETBACKS
24 T
F.F.E.=963 R10 F.F. 963
24
F.F.E.=963 LANDSCAPING OF BUFFER ZONES: (ALONG PROPERTY LINES)
n EAST & SOUTH YARDS - PROVIDE 100% OF REQUIREMENTS
WEST & NORTH YARDS - PROVIDE 75% OF REQUIREMENTS
7
24 WEST, SOUTH & EAST YARDS REQUIRE:
FOR EACH 100 L.F. OF PROPERTY: 2 CANOPY TREES, 4 UNDERSTORY OR ORNAMENTAL OR 6' EVERGREEN TREES
goo- 6 SHRUBS.
NQRTH YARD REQUIRES:
IV I* FOR EACH 100 L.F. OF PROPERTY: 5 CANOPY TREES, 10 UNDERSTORY OR ORNAMENTAL OR 6' EVERGREEN TREES
& 15 SHRUBS.
F.F.E.=964 20 NEW BOULEVARD REQUIREMENTS: (STONE CREEK CUL-DE-SAC)
1 -ANOPY TREE EVERY 30'
3 30' 1% 0
BUILDING 04
M �Jtp.I
K J+OO
2
F.F.E.=953 3+0
4+00
30' 4�f)
BUILDING- E 0'
SETBACK
R25 BUR DING
S ACK
30,
BUILDING
SETBACK
IV WALL
30' 24
ILDING-
OUTLOT A SETBACK
F.F.E.=961 F.F.E.=966
2
PROPOSED POND
NWL=942.00
HWL=946.00
WETLAND
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
04 50' Elevation = 965.75 feet (NGVD-1929).
BUILDING
<1 3. SMI Control monument #2 located 14ft± west of westerly edge of
SETBACK bit, Galpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
WARNING
CuSeAnUm 48 THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
NOWYMANNI I 91W 1160 VII)a FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
5WJ55@3--_
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
Reviewed By: ..-Date:.-
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Soil Testing e Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
NW QUAD OF CSAH IS & GALPIN BLVD.
CHANHASSEN, MN
Sheet Title:
Prellmlnary Slte Plan
Date:
6-17-05
Sheet:
5 of 13
SIVII Project Number: 62641-047
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
Reviewed By: ..-Date:.-
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Soil Testing e Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
NW QUAD OF CSAH IS & GALPIN BLVD.
CHANHASSEN, MN
Sheet Title:
Prellmlnary Slte Plan
Date:
6-17-05
Sheet:
5 of 13
SIVII Project Number: 62641-047
GRADING NOTES:
1. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO WORKING
DAYS PRIOR TO EXCAVATION/ CONSTRUCTION, FOR UTILITY LOCATIONS. TWIN
CITIES METRO AREA: 651-454-0002 OR TOLL-FREE: 1-800-252-1166.
2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF
EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO START OF SITE
GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT
ENGINEER OF ANY DISCREPANCIES OR VARIATIONS.
3. SUITABLE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON
THE SITE WITH EXCEPTION OF TOPSOIL, DEBRIS, ORGANIC MATERIAL AND
OTHER UNSTABLE MATERIAL. STOCKPILE TOPSOIL AND GRANULAR FILL AT
LOCATIONS DIRECTED BY CONTRACTOR.
4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION
TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR
STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO
EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO
AVOID UNDERMINING OF THE EXISTING PAVEMENT.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL
CONTROL.
6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED
STORM SEWER ALIGNMENTS. C
7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO
SUBGRADE ELEVATION, LEAVE STREET READY FOR SUBBASE.
8. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY
ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME
THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF THE
CONSTRUCTION SITE. <
9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING
GRADED TO 'PLAN SUBGRADE ELEVATION'. BUILDING PAD AREAS SHALL BE
DETERMINED BY REFERRING TO THE ARCHITECTURAL DRAWINGS. THE PARKING
LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY REFERRING TO THE SITE
PLAN AND PAVEMENT SECTION DETAILS FOR LOCATION AND LIMITS OF
BITUMINOUS PAVEMENT SECTIONS.
10. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL
DIMENSIONS AND SITE LAYOUT.
11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE
LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE.
12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES
IN 10 FEET.
13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6"
BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM
OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES.
14. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED
GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE
POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER
AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE
REQUIRED.
15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB
AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE
DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED.
16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB
AND GUTTER.
EROSION CONTROL NOTES
1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES
SHALL BE INSTALLED PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE
GRADING.
3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES.
4. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL
MEASURES.
5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE
STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE
PLANS FOR MATERIALS.
6. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND
MAINTAINED IN ACCORDANCE WITH CITY, AND WATERSHED DISTRICT
PERMITS
7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES,
INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT
FENCES DURING THE DURATION OF THE CONSTRUCTION.
8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY
THE CONTRACTOR.
9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS
ESTABLISHED.
10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED
ONTO EXISTING STREETS AND PAVED AREAS.
11. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL
APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS
12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS.
EROSION & SEDIMENT CONTROL MAINTENANCE:
I I I
J I
180
DENOTES EXISTING CONTOUR
- - - - - 998 - - - - -
DENOTES
PROPOSED CONTOUR
DENOTES
BOUNDARY LINE
DENOTES
DRAINAGE/UTILITY EASEMENT
DENOTES
EXISTING STORM SEWER
<<
DENOTES
PROPOSED STORM SEWER
000000000000-
DENOTES
EROSION CONTROL SILT FENCE
CDCDC��
DENOTES
PROPOSED RETAINING WALL
DENOTES
PROPOSED ROCK CONSTRUCTION ENTRANCE
1.00%
DENOTES
PERCENT OF GRADE
4EM
DENOTES
DIRECTION OF DRAINAGE FLOW
x 910.5
DENOTES
PROPOSED SPOT ELEVATION
DENOTES
EXISTING BUILDING
DENOTES
PROPOSED BUILDING
DENOTES
PROPOSED EXISTING FES
DENOTES
PROPOSED FES/FES WITH RIPRAP
DENOTES
EXISTING STORM MANHOLE/CB
0
DENOTES
PROPOSED STORM MANHOLE/CB
DENOTES
EXISTING BITUMINOUS
DENOTES
EXISTING CONCRETE
1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING WARNING
NWL=942.00 Ib III I o t
lo .4- 00
PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING FENCES. HWL=946.00 U-)Iu) THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
11 110� I
FL)GE O'F- EXI'STING- Ifu I FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
6 * � 111 959..
2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT W . 1 11 .5 CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
WETLAND
DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO STRUCTURES BEFORF DIGGING. HE SHALL REPAIR OR
8RO
9,59.7
LONGER NECESSARY. 1111,10 65A REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
I El CON W4
C�v FEN TUr-
- SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH - 6 171
3. SEDIMENT REMOVAL U.au 0.5031L .9A
STORM EVENT. <<- 1�1 T <<
I XA EL - - �T65.116 9 4'1 �6 1 11 1 96.
I I
64 -960 - - - - - - - - - I 6L,'s
q1h, 50' 13
13
4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER 00 El I
FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE El :7 BUILDING N
1� SETBACK
EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX El El A'f- 1
AS DIRECTED BY THE OWNER. nnnnqmnn
1111111 r__ * *
A 'I
1711-711-1 r-1 r-1 M 0 B 9 R,
�_A1as- - -1
t EROSION
CU19TROL BENCHMARK
FENCE 1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
255
�,) 6
A 1118 4710�1 ;.0 �� 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
0"?z 0 LYMAN NOWIN."W§D. A;1 st.)9. Elevation = 965.75 feet (NGVD-1929).
- ------ 3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Golipin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: -Reg. No.
Reviewed By: Date:
2=7
'I Designed By:
I Drawn By:
I Checked By:
Schoell & Madson, Inc.
Engineering e Surveying 9 Planning
Soil Testing III, Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
I Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
NW QUAD OF CSAH IS & GALPIN BLVD.
CHANHASSEN, MN
Date:
8-17-05
Sheet Title: o Sheet:
Preliminary Grading, Drainage & Erosion Control Plan 6 of 13
SMI Project Number: 62641-047
A�
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: -Reg. No.
Reviewed By: Date:
2=7
'I Designed By:
I Drawn By:
I Checked By:
Schoell & Madson, Inc.
Engineering e Surveying 9 Planning
Soil Testing III, Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
I Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
NW QUAD OF CSAH IS & GALPIN BLVD.
CHANHASSEN, MN
Date:
8-17-05
Sheet Title: o Sheet:
Preliminary Grading, Drainage & Erosion Control Plan 6 of 13
SMI Project Number: 62641-047
A�
0
n
e
x!)
0 60 120 180
m
SCALE IN FEET
Z
0
10 9 7 6 / 1
TR 6 TTE k'S RID E ADUITION
OUTLOT B
-----------
OUTLOT C
E
N
V
V
170'-� 4- � D I PE lh�=��A47
I
0 0 4p%___� IINV=956.981' 47'-112� HDPE
484'-15" HDPE
CBMH 6
1
a
0 0.60%--,�
RIM=964.45
CB
LL
CBMH
RIM=955.90
CBMH 5
0
0
183'-12" HDPE
1.0/04
RIM=961.20
PROPOSED GATE VALVE
R
M=� F.87
00
DENOTES
INV=957.20--,
FES
3
INV=
951 8 (S),
M=958.9
INV=959.00
11
F.F.E.=963
5_,/�!
F.F.E.=963
EXISTING WATERMAIN
-CBMH
F.F.E.=963
CBMH
INV=956.00
PROPOSED WATERMAIN
004
4
164'-2
RIM=957.20
V
173'-15" HDPE
0.4q%
V
INV=954.20--,,
0 0.40%--�
STMH
INV=956.80
INV=960.00--�,
Rl =960.69
RIM=957.00
HWL=946.00
INV=951.16
0
IN 956.69
STMH
RIM=959.50
PROPOSED SANITARY SEWER
RIM=952.12
ry-)
INV=953�46
CBMH
EXISTING BUILDING
9,-15" HDPE
FES
RIM=961.20
v
V
0 0.40%
STMH
INV=956.61(N)
13
I
RI M=962.20
�72M-41� HuFt a U.40%-
6" C900 WM--\
INV=956.1 1 (SW)�
- - - - - -
- - - - - - - - - - - - - -
INV=956.79(S)
N 0
6
4 40 DENOTES
CBMH
CBMH
INV=956.38(N)
RIM=959.15
I
INV=955.36(E)
184'- 15" H E
STMH
DENOTES
125'�-15" HEPE
RIM=957 80
INV=951*80
1 INV=955.16(W)
0 0.40%
RIM=961.00
1 0 0.401%
30'-12" HDPE
STMH
INV=953.30(NE)
INV=952.70(SE)
0
171'-21n HDPE
0 0.40%--\
PROPOSED STORM MANHOLE/CB
0 0.40X V
RIM=961 30
INV=952.50(SW)
CB
INV=956., 21(S)
S S MH
V
INV=955.95(N)
All RIM=961.00
klM=9
P
INV=955.75(W)
110' -27" HDPE
INV=955.62(S)
.20
�V k
11 69
/__C 0 0,40%
INV=954.76(E)
.66(E)
It V*(953.30(N)
V
V
TRIM: 9 0 50
19'-12" HDPE
0 0.40%
RIM=9
I V 5
]IV 952.70(S)
INV =1
INV=954.65
M
C900
W A I I I Itf I I I 15? 1 1
25'-21"
HDPE
4* 8- C900 WM
NIE,��
V
V
170'-� 4- � D I PE lh�=��A47
I
0 0 4p%___� IINV=956.981' 47'-112� HDPE
484'-15" HDPE
CBMH 6
1
a
0 0.60%--,�
RIM=964.45
3: V
V
LL
CBMH
RIM=955.90
CBMH 5
0
0
183'-12" HDPE
1.0/04
C 3MH
PROPOSED GATE VALVE
R
M=� F.87
00
DENOTES
INV=
952 (N)
3
INV=
951 8 (S),
M=958.9
<
11
F.F.E.=963
5_,/�!
DENOTES
EXISTING WATERMAIN
-CBMH
FES
2
INV=956.00
PROPOSED WATERMAIN
004
4
164'-2
HD�E
V
-
--!6
0.4q%
V
@ 0.93%--,
STMH
INV=956.80
INV=960.00--�,
RIM=957.00
HWL=946.00
INV=951.16
0
STMH
RIM=959.50
PROPOSED SANITARY SEWER
RIM=952.12
ry-)
INV=953�46
INV=948.12
0)
0
a -
to
W
RIM=958.65
INV=954.57(N)
INV=954.37(SE)-/
'--97'-18" HDPE 0 0.40%
-151'-15" HDPE
0 0.40%
_CB
RIM=960.81
INV=956.81
CBMH
RIM=956.62
INV=952.62-n
STMH 7
CBMH CD
0 RIM=957.12
E 4'-27T HDPE RIM=957.0 INV=953.12-�,
010.40% INV=951.82(N) 10
I INV=951.62(S),
< I I I F.F.E.=953
6T -27"l HDPE
0 5.03%
?64:;27"
RIM=948.00
INV=945.0
iT,WT5FFi,FF
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIE[
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
STMH
RIM=952.00
INV=951.40(N)
INV=943.94(W)
INV=947.74(E)
OUTLOT A
.�Es
INV=942.00
OUTLET CONTROL STRUCTURE
(SEE DETAIL)
8 -15 HDPE
55'-1 1 5" HDPE 0) 0.40% STMH
0 0.40% W-12" HDPE
0 0.40%
-- - ---------
I F r47- C9400 WM I
P 0 01
161-12" RCP
0 0.40% 20' 12" HDPE
__CB_ 8. C900 WM - d.40%
RW=959.05 CB
INV=955.69 RIM= 0.81
6 '-1 PE
O�. 4 CB
RIM=)61.18
INV=957.18
F.F.E.=963
CBMH
RIM=958.1 0
7 It'V=954.1 0
7+ 5
186'-18" HDPE
0 0.40%
40
CBMH 6
1
CB
DENOTES
RIM=964.45
rAl,>11NU 31UMM 3t.VVr-M
INV=957.45
CBMH
RIM=955.90
CBMH 5
STMH 1
183'-12" HDPE
1.0/04
0 0.40%
PROPOSED GATE VALVE
0
F.F.E.=964
tu
DENOTES
0-
C
3
(D
CB
CBMH CD
0 RIM=957.12
E 4'-27T HDPE RIM=957.0 INV=953.12-�,
010.40% INV=951.82(N) 10
I INV=951.62(S),
< I I I F.F.E.=953
6T -27"l HDPE
0 5.03%
?64:;27"
RIM=948.00
INV=945.0
iT,WT5FFi,FF
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIE[
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
STMH
RIM=952.00
INV=951.40(N)
INV=943.94(W)
INV=947.74(E)
OUTLOT A
.�Es
INV=942.00
OUTLET CONTROL STRUCTURE
(SEE DETAIL)
8 -15 HDPE
55'-1 1 5" HDPE 0) 0.40% STMH
0 0.40% W-12" HDPE
0 0.40%
-- - ---------
I F r47- C9400 WM I
P 0 01
161-12" RCP
0 0.40% 20' 12" HDPE
__CB_ 8. C900 WM - d.40%
RW=959.05 CB
INV=955.69 RIM= 0.81
6 '-1 PE
O�. 4 CB
RIM=)61.18
INV=957.18
F.F.E.=963
CBMH
RIM=958.1 0
7 It'V=954.1 0
7+ 5
186'-18" HDPE
0 0.40%
40
DENOTES
1
0�
DENOTES
JUNVICZ)
rAl,>11NU 31UMM 3t.VVr-M
3-151 K -Pt
D
CBMH
RIM=955.90
STMH 1
PROPOSED HYDRANT
1.0/04
INV=956.76(E)
PROPOSED GATE VALVE
INV=956.56(S)
DENOTES
FES
C
(D
INV=942.00
M=958.9
F.F.E.=961
11
=950.9
5_,/�!
DENOTES
EXISTING WATERMAIN
-CBMH
2
DENOTES
PROPOSED WATERMAIN
004
CB
-
--!6
152 18" HDPE
PROPOSED POND
@ 0.93%--,
NWL=942.00
INV=956.80
INV=960.00--�,
HWL=946.00
CBMH
RIM=959.50
PROPOSED SANITARY SEWER
F.F.E.=966
INV=953�46
DENOTES
EXISTING BUILDING
9,-15" HDPE
FES
DENOTES
PROPOSED BUILDING
0 0.40%
INV=942.00
8" C900 WM
13
V-271 _H�)PE
�72M-41� HuFt a U.40%-
DENOTES
- - - - - -
- - - - - - - - - - - - - -
- - - - - - - - -
4 40 DENOTES
CBMH
0 0.40%-,.,,,
RIM=959.15
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
.log r -M
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
LL- Reviewed By: Date:
LYMAN 1316111111V Do
Designed By:
Drawn By:
Checked By:
CB
RIM=960.63
INV=956.63-
F.F.E.=963
8
STMH
RIM=961.20
INV=955.08(E)
INV=953.36(N)
INV=953.16(Si-_7_
l,����07'-15" HDPE
RIM=960 50 O�T.
INV=955.50�r-��-� -�
CONSTRUCTION NOTES:
1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT
DIMENSIONS AND LOCATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER IMMEDIATELY.
3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
CONNECTIONS.
4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
's 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE
//0 REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS
SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA
C1 1 O/A21.1 0 OR ANSI/AWWA C1 53/A21.53. HYDRANTS SHALL BE THE
PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL
COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE
SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF
AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS
SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG.
ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND
IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS
CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN
SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND
FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF
THE MINNESOTA DEPARTMENT OF HEALTH.
6. SANITARY SEWER SHALL BE 8" AND 6" PVC -SDR -35 UNLESS NOTED
DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A
MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE
CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N-
SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK
STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT
AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE -10 CITY
REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION
WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY
INSPECTIONS NEEDED FOR CITY ACCEPTANCE.
7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED
EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE.
CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED
EQUAL. MANHOLES SHALL BE FOUR Fr. DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A
MAXIMUM OF 4 ADJUSTMENT RINGS.
8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR
MAXI 5 -
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
STANDARD PROCTOR IN THE UPPER THREE FEET.
9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES
INSPECTION BY THE CITY OF CHANHASSEN.
01116 - - ---- 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.
11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE:
k 1-800-252-1166.
12. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE
OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST
OBSERVE ALL WORK COMPLETED ON GALPIN BLVD. INCLUDING
REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES,
PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS
TO EXISrING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS
PAVEMENT.
174'- 1 E
0 0.40 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE
V NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL
V DEVICES AND SIGNING SHALL CONFORM TO THE MN-MUTCD, INCLUDING
FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY
1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION
STMH SHALL BE PROVIDED AT ALL TIMES.
RIM=961
INV=955. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE
WITH Mn/DOT SPECIFICATIONS.
15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
1 0+00 SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
DEPARTMENT.
16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
COMPANIES.
LEGEND
0 0.40% Hurt-
STMH 9 DENOTES BOUNDARY LINE
DENOTES DRAINAGE/ UTILITY EASEMENT
DENOTES
EXISTING SANITARY MANHO
0�
DENOTES
JUNVICZ)
rAl,>11NU 31UMM 3t.VVr-M
DENOTES
EXISTING HYDRANT
DENOTES
PROPOSED HYDRANT
DENOTES
PROPOSED GATE VALVE
DENOTES
PROPOSED STORM SEWER
(D
0
0
DENOTES
EXISTING WATERMAIN
-CBMH
.log r -M
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
LL- Reviewed By: Date:
LYMAN 1316111111V Do
Designed By:
Drawn By:
Checked By:
CB
RIM=960.63
INV=956.63-
F.F.E.=963
8
STMH
RIM=961.20
INV=955.08(E)
INV=953.36(N)
INV=953.16(Si-_7_
l,����07'-15" HDPE
RIM=960 50 O�T.
INV=955.50�r-��-� -�
CONSTRUCTION NOTES:
1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT
DIMENSIONS AND LOCATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER IMMEDIATELY.
3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
CONNECTIONS.
4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
's 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE
//0 REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS
SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA
C1 1 O/A21.1 0 OR ANSI/AWWA C1 53/A21.53. HYDRANTS SHALL BE THE
PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL
COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE
SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF
AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS
SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG.
ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND
IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS
CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN
SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND
FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF
THE MINNESOTA DEPARTMENT OF HEALTH.
6. SANITARY SEWER SHALL BE 8" AND 6" PVC -SDR -35 UNLESS NOTED
DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A
MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE
CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N-
SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK
STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT
AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE -10 CITY
REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION
WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY
INSPECTIONS NEEDED FOR CITY ACCEPTANCE.
7. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE OR APPROVED
EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE.
CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED
EQUAL. MANHOLES SHALL BE FOUR Fr. DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A
MAXIMUM OF 4 ADJUSTMENT RINGS.
8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR
MAXI 5 -
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
STANDARD PROCTOR IN THE UPPER THREE FEET.
9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES
INSPECTION BY THE CITY OF CHANHASSEN.
01116 - - ---- 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.
11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE:
k 1-800-252-1166.
12. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE
OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST
OBSERVE ALL WORK COMPLETED ON GALPIN BLVD. INCLUDING
REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES,
PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS
TO EXISrING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS
PAVEMENT.
174'- 1 E
0 0.40 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE
V NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL
V DEVICES AND SIGNING SHALL CONFORM TO THE MN-MUTCD, INCLUDING
FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY
1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION
STMH SHALL BE PROVIDED AT ALL TIMES.
RIM=961
INV=955. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE
WITH Mn/DOT SPECIFICATIONS.
15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
1 0+00 SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
DEPARTMENT.
16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
COMPANIES.
LEGEND
0 0.40% Hurt-
STMH 9 DENOTES BOUNDARY LINE
DENOTES DRAINAGE/ UTILITY EASEMENT
258'-18* HDPE 0--t.6
-<<
-- - - - - - - - - - - - - - - - - - - - -
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Soll Testing e Environmental Services
wwwschoellmadson-com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
DENOTES
EXISTING SANITARY MANHO
0�
DENOTES
JUNVICZ)
rAl,>11NU 31UMM 3t.VVr-M
DENOTES
EXISTING HYDRANT
DENOTES
PROPOSED HYDRANT
DENOTES
PROPOSED GATE VALVE
DENOTES
PROPOSED STORM SEWER
(D
0
0
DENOTES
EXISTING WATERMAIN
-CBMH
DENOTES
PROPOSED WATERMAIN
CB
RIM=960.80
RIM=964.00
DENOTES
EXISTING SANITARY SEWER
INV=956.80
INV=960.00--�,
<- DENOTES
PROPOSED SANITARY SEWER
F.F.E.=966
DENOTES
EXISTING BUILDING
9,-15" HDPE
DENOTES
PROPOSED BUILDING
0 0.40%
DENOTES
EXISTING FES
154'-18" HDPE
4 40 DENOTES
PROPOSED FES/FES WITH RIPRAP
0 0.40%-,.,,,
DENOTES
EXISTING STORM MANHOLE/CB
CBMH
RIM=964.16
0 0 DENOTES
PROPOSED STORM MANHOLE/CB
INV=959,38-\
258'-18* HDPE 0--t.6
-<<
-- - - - - - - - - - - - - - - - - - - - -
Schoell & Madson, Inc.
Engineering *Surveying* Planning
Soll Testing e Environmental Services
wwwschoellmadson-com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT. along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Golpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
NW QUAD OF CSAH 18 & GALPIN BLVD.
CHANHASSEN, MN
Sheet Title:
Private Utility Plan
Date:
8-17-06
Sheet:
7 of 13
SIVII Project Number: 62641-047
DENOTES
EXISTING SANITARY MANHO
DENOTES
PROPOSED SANITARY MANHOLE
DENOTES
EXISTING HYDRANT
DENOTES
PROPOSED HYDRANT
DENOTES
PROPOSED GATE VALVE
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT. along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Golpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
NW QUAD OF CSAH 18 & GALPIN BLVD.
CHANHASSEN, MN
Sheet Title:
Private Utility Plan
Date:
8-17-06
Sheet:
7 of 13
SIVII Project Number: 62641-047
I
CIA
n
"A
e
0 50 100 150
SCALE IN FEET
LEGEND
DENOTES BOUNDARY LINE
DENOTES DRAINAGE/ UTILITY EASEMENT
DENOTES EXISTING STORM SEWER
-<<- DENOTES PROPOSED STORM SEWER
or SIV DENOTES EXISTING WATERMAIN
2! DENOTES PROPOSED WATERMAIN
<- DENOTES EXISTING SANITARY SEWER
<- DENOTES PROPOSED SANITARY SEWER
DENOTES EXISTING BUILDING
DENOTES PROPOSED BUILDING
43 DENOTES EXISTING FES
A 40 DENOTES PROPOSED FES/FES WITH RIPRAP
DENOTES EXISTING STORM MANHOLE/CB
a DENOTES PROPOSED STORM MANHOLE/CB
0 DENOTES EXISTING SANITARY MANHOLE
0 DENOTES PROPOSED SANITARY MANHOLE
-6- DENOTES EXISTING HYDRANT
DENOTES PROPOSED HYDRANT
DENOTES PROPOSED GATE VALVE
LOW POINT ELEV 957.99
LOW F DINT STA 6+04.57
PVI STA = 6+04.57
PVI ELEV 957.59
........ A,D.- 2, 00 ............... . ........
" r- 0
Cl)
K = 80.00 �Ou)
04 uj
(0 + (o 't
EXISTING -GROUND 0) 00)0)
160.OQ, VC +
0)
. ....... ..... .... ....... ......... ......... ..... ........ A..: ......... 970
�/) U) 0�
...........
't 00 o)
I cy) IP t:N U-) 0) U-) to 04
+ (o to Ld
.00 00 (o Co 04 + Lr) (o PROPOSED
"d- C6 : = (D (6
0 r- <0 0) Lq ff) _J
0 00 r,� (D
00 +
LO + 0) M
+ U 't r, 0 CO Lr) LO M 0) n 5;
000).0), + 0)
< <� > 00 r": LO CE�TERLINE GRADE > 0-
> .......... ...... ......... .........
Illy ko ........... ......
(D 0) ai
L) U) C) C/) (I K
V) V).Y-.7=... ......... ......... . .......
J) ct) R -Z L) > �2.09%
> >
M
(A U) Fh Z_
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......... ......... .. ...... ......... ......... .... .. ........... ............. I ..... :960
.......... ...... ............... ........ ......... ......... ......... ..........
75
7.5' F7 MINIMI �A COVER
MINIMM COVER
,v .. "V",�v ......... ......... .. ....... ......... ......... ......... .......... ...........
...... ..........
CONNECT TO EXISTING 12" WATER STUB
....... ................ ....... .................... ....... ......... . ....... 950
................. ......... ....... ........ ..........
124 LF:8" PVC SOR35 183 LF 8"
n AnW
:n PVC SDR355 r@cb 0 40--
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9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
I Designed By:
I Drawn By:
I Checked By:
BUILD MANHOLE OVER END
OF EXISTING SANITARY STUB.
CONTRACTOR TO FIELD VERIFY
INVERT PRIOR TO CONSTRUCTION.
Schoell & Madson, Inc.
Engineering e Surveying a Planning
Soil Testing e Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax; (952) 546-9065
F-c-lient.
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
CONSTRUCTION NOTES:
1 REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT
DIMENSIONS AND LOCATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER IMMEDIATELY.
3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
CONNECTIONS.
4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
5. 6" WATERMAN SHALL BE CLASS 52 DIP CONFORMING TO THE
REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS
SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA
C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE
PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL
COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE
SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF
AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS
SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG.
ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND
IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS
CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN
SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND
FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF
THE MINNESOTA DEPARTMENT OF HEALTH.
6. SANITARY SEWER SHALL BE 8" AND 6" PVC -SDR -35 UNLESS NOTED
DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A
MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE
CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N-
SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK
STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT
AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY
REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION
WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY
INSPECTIONS NEEDED FOR CITY ACCEPTANCE.
7. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
STANDARD PROCTOR IN THE UPPER THREE FEET.
8. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES
INSPECTION BY THE CITY OF CHANHASSEN.
9. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.
10. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE:
1-800-252-1166.
11. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE
OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST
OBSERVE ALL WORK COMPLETED ON GALPIN BLVD. INCLUDING
REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES,
PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS
TO EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS
PAVEMENT.
12. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE
NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL
DEVICES AND SIGNING SHALL CONFORM TO THE MN-MUTCD, INCLUDING
FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY
1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION
SHALL BE PROVIDED AT ALL TIMES.
13. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE
WITH Mn/DOT SPECIFICATIONS.
14. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
DEPARTMENT.
15. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
COMPANIES.
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Golpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location: Date:
NW QUAD OF CSAH 18 & GALPIN BLVD. 8-17-05
CHANHASSEN,MN I
Sheet Title: Sheet:
Public Street & Utility Plan 8 of 13
I ' [:Ci
SIVII Project Number: 62641-047
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
I Designed By:
I Drawn By:
I Checked By:
BUILD MANHOLE OVER END
OF EXISTING SANITARY STUB.
CONTRACTOR TO FIELD VERIFY
INVERT PRIOR TO CONSTRUCTION.
Schoell & Madson, Inc.
Engineering e Surveying a Planning
Soil Testing e Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax; (952) 546-9065
F-c-lient.
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
CONSTRUCTION NOTES:
1 REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT
DIMENSIONS AND LOCATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER IMMEDIATELY.
3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
CONNECTIONS.
4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
5. 6" WATERMAN SHALL BE CLASS 52 DIP CONFORMING TO THE
REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS
SHALL BE CLASS 250 CONFORMING TO THE REQUIREMENTS OF ANSI/AWWA
C110/A21.10 OR ANSI/AWWA C153/A21.53. HYDRANTS SHALL BE THE
PACER AS MANUFACTURED BY WATEROUS CO. OR APPROVED EQUAL
COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE
SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF
AWWA C509. ALL PLUGS, TEES, BENDS AND OTHER THRUST POINTS
SHALL BE PROVIDED WITH CONCRETE REACTION BACKING OR MEGA LUG.
ALL WATERMAIN SHALL BE INSTALLED WITH A MINIMUM OF 7.5' COVER AND
IN ACCORDANCE WITH AWWA C600 AND CONDUCTIVITY PROVISIONS
CONFORMING TO ANSI/AWWA C111/A21.11. BEFORE BEING PLACED IN
SERVICE, THE COMPLETED WATERMAIN SHALL BE DISINFECTED AND
FLUSHED IN ACCORDANCE WITH AWWA C651 AND THE REQUIREMENTS OF
THE MINNESOTA DEPARTMENT OF HEALTH.
6. SANITARY SEWER SHALL BE 8" AND 6" PVC -SDR -35 UNLESS NOTED
DIFFERENTLY. MANHOLES SHALL BE 48" DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1642 WITH TYPE "B" COVER. MANHOLES SHALL HAVE A
MINIMUM OF TWO AND A MAXIMUM OF FOUR ADJUSTMENT RINGS. ALL PIPE
CONNECTIONS TO EXISTING UTILITY STRUCTURES SHALL BE "KOR-N-
SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK
STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT
AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY
REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION
WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY
INSPECTIONS NEEDED FOR CITY ACCEPTANCE.
7. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
STANDARD PROCTOR IN THE UPPER THREE FEET.
8. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES
INSPECTION BY THE CITY OF CHANHASSEN.
9. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.
10. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE:
1-800-252-1166.
11. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE
OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST
OBSERVE ALL WORK COMPLETED ON GALPIN BLVD. INCLUDING
REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES,
PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS
TO EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS
PAVEMENT.
12. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE
NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL
DEVICES AND SIGNING SHALL CONFORM TO THE MN-MUTCD, INCLUDING
FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY
1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION
SHALL BE PROVIDED AT ALL TIMES.
13. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE
WITH Mn/DOT SPECIFICATIONS.
14. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
DEPARTMENT.
15. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
COMPANIES.
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit, Golpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location: Date:
NW QUAD OF CSAH 18 & GALPIN BLVD. 8-17-05
CHANHASSEN,MN I
Sheet Title: Sheet:
Public Street & Utility Plan 8 of 13
I ' [:Ci
SIVII Project Number: 62641-047
04 c,4
to U)
r . rI
010
0) C3)
11 11
:2 >
960 rI.I .................. ............... ............. ........ ..
960
o)
Cr)
UJI
1.1- V) Z-:
.... .... ... ) ....... T ..... . ....
......... I.
0116 �@
100 150
FEET
PROFILE SCALE
HORIZ: 1 "=50'
VERT: 1 "=5'
�-27'-12" HDPE
@ 0.40%
....... 0-4
S()'t -3e': HDPE- G1 0 .11.8'-36":HDPE 0 .....
HDPE 0 0,40% ...... 950
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
79�-48" HDP� @ 0.40%:
940 .............. ......... ......... ......... ......... ......... ......... :940
0
Ln
a`3�: i I �J3::
CD
LC)
0 zz(nu)
U) C11J
�U)
'23: Li
C� co'�:'�U) ��
04 to t C-4 (D 0
V)ZZ
+ r -
U)
I
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C 0
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0 0)
Lki U.]
N CnZ V)
0) 0 to
cy) 0) 0) 0)
CD'�5
00 n
+ in US to -t
M �> > > >
0 oo K)
....................
. . Ct) CF) 0) or)
V)
... ..... .......
+ S W q
DENOTES
EXISTING BUILDING
1) 0) 03 0) o) 0)
U) (n
a
C
0 1.- > > > >
0 (n Z. Z Z Z
I
n
LF)
LC)
T)
04 c,4
to U)
r . rI
010
0) C3)
11 11
:2 >
960 rI.I .................. ............... ............. ........ ..
960
o)
Cr)
UJI
1.1- V) Z-:
.... .... ... ) ....... T ..... . ....
......... I.
0116 �@
100 150
FEET
PROFILE SCALE
HORIZ: 1 "=50'
VERT: 1 "=5'
�-27'-12" HDPE
@ 0.40%
....... 0-4
S()'t -3e': HDPE- G1 0 .11.8'-36":HDPE 0 .....
HDPE 0 0,40% ...... 950
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
79�-48" HDP� @ 0.40%:
940 .............. ......... ......... ......... ......... ......... ......... :940
0
Ln
0
CD
LC)
00
U) C11J
00
CD
DENOTES
r-
I
M
r�-)
L()
C14 CN
00
PROPOSED WATERMAIN
0�
ui
N�
<-
DENOTES
PROPOSED SANITARY SEWER
to 0
DENOTES
EXISTING BUILDING
0)
0-)
M
Ln
'I
n
LF)
LC)
T)
LC)
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Lo
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cc
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0-)
0)
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0-)
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0)
0)
3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
................
00
CY J.cn) ........ :�6 ZLI ....... .......
970 . ...... ............. ............ ...................
0. LIJ Z V) - I
o� �o �00 r, u) r� Z Z (n 6A) It
to r- 0 CO 0� r� U-) PI 0) + 1.0 LO
(D . 0) n , 0 (D U2 'f �Lo t ff) 0) C`>
r- + � n N , I O� 6 00 oj r� , C�
(0 U) Lo Lo (6 � �: * to --d- N to CD 00 + CIA M
0) 0) o) 0) 0) + M, to to to + to Ln (D ' U-) U-) UII >
00 .101) 0) 0) 0) co 0) 0) r- t-6 6 � 6 "1 0) 0) or,- 0)
M Ii it IL 2: 11 11 U to to to Lo 0. M 11
M :�2� a > 11 11 11 11 2 r
M ......... U Z
C, � . ....... . . ....... .........
0 V) VI) V) F,� K Z -
(n V) F)f Z Z Z
M gm > > > >
CONSTRUCTION NOTES:
1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT
DIMENSIONS AND LOCATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER IMMEDIATELY.
3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
CONNECTIONS.
4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
5. STORM SEWER SHALL BE HDPE PIPE OR APPROVED EQUAL.
CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE.
CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED
EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A
MAXIMUM OF 4 ADJUSTMENT RINGS.
6. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D1598.78 OR AASHTO T-99) FROM THE PIPE
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
STANDARD PROCTOR IN THE UPPER THREE FEET.
7. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.
8. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE:
1-800-252-1166.
9. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
DEPARTMENT.
10. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
COMPANIES.
LEGEND
..................................................
.................................................. 970
....................... ....... I.I.I.L. [: : I I ........... ...... ......... ................... ........ :
960 ........... ......... ......... ....... . -960
-----------
..... ............ ......... ......... ......... ......... ......... ......... ......... ......... ...... ................. . ......... ......... ......... ......... ......... ......... .........
.140 LF 30" 1 730'11 :HD P:E 0: �O4 0 7,
LF :1 121'-24" MDPE 0 0-40!.
113 3��
@ :0.407. 113 LF 5, 1 U 'PE 104 LF 53" HDPE U
-2 'F*407 HD�E
0 0.407.
@ 0.40%
....... ..
950 ......... ......... ......... ........ ......... ......... ......... ......... ......... ... ......... ......... ......... ......... ......... 950
.......... ......... ......
940
U_1L_
DENOTES
BOUNDARY LINE
Ln
DENOTES
DRAINAGE/ UTILITY EASEMENT
U) C11J
DENOTES
EXISTING STORM SEWER
DENOTES
PROPOSED STORM SEWER
W) r��
DENOTES
EXISTING WATERMAIN
C14 CN
DENOTES
PROPOSED WATERMAIN
<-
DENOTES
EXISTING SANITARY SEWER
<-
DENOTES
PROPOSED SANITARY SEWER
to 0
DENOTES
EXISTING BUILDING
00
Id- M
ED
0
It to
I
DENOTES
PROPOSED BUILDING
DENOTES
EXISTING FES
4 40
DENOTES
PROPOSED FES/FES WITH RIPRAP
0
DENOTES
EXISTING STORM MANHOLE/CB
0 N
DENOTES
PROPOSED STORM MANHOLE/CB
0
DENOTES
EXISTING SANITARY MANHOLE
0
DENOTES
PROPOSED SANITARY MANHOLE
-6-
DENOTES
EXISTING HYDRANT
.0
o6 m
n
DENOTES
PROPOSED HYDRANT
C)
6 00
Ln
DENOTES
PROPOSED GATE VALVE
..................................................
.................................................. 970
....................... ....... I.I.I.L. [: : I I ........... ...... ......... ................... ........ :
960 ........... ......... ......... ....... . -960
-----------
..... ............ ......... ......... ......... ......... ......... ......... ......... ......... ...... ................. . ......... ......... ......... ......... ......... ......... .........
.140 LF 30" 1 730'11 :HD P:E 0: �O4 0 7,
LF :1 121'-24" MDPE 0 0-40!.
113 3��
@ :0.407. 113 LF 5, 1 U 'PE 104 LF 53" HDPE U
-2 'F*407 HD�E
0 0.407.
@ 0.40%
....... ..
950 ......... ......... ......... ........ ......... ......... ......... ......... ......... ... ......... ......... ......... ......... ......... 950
.......... ......... ......
940
U_1L_
C�
U') 0
Ln
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WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
940
9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State at Minnesota.
Date: Reg. No.
I Designed By:
I Drawn By:
I Checked By:
Schoell & Madson, Inc.
Engineering 9 Surveying a Planning
Soil Testing a Environmental Services
www-schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
70
I Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit. Golpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
NW QUAD OF CSAH IS & GALPIN BLVD.
CHANHASSEN, MN
Date:
8-17-05
Sheet Title: Sheet.
PublIc Storm Sewer Plan 9 of 13
SIVII Project Number: 62641-047
940
9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State at Minnesota.
Date: Reg. No.
I Designed By:
I Drawn By:
I Checked By:
Schoell & Madson, Inc.
Engineering 9 Surveying a Planning
Soil Testing a Environmental Services
www-schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
70
I Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
bit. Golpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
Project Name/Location:
NW QUAD OF CSAH IS & GALPIN BLVD.
CHANHASSEN, MN
Date:
8-17-05
Sheet Title: Sheet.
PublIc Storm Sewer Plan 9 of 13
SIVII Project Number: 62641-047
IMPACTED WETLAND AREAS
(A-) 0.19 cc
\CV
rn-"� 0.44 cc
�'Qj
TOTAL 0.63 cc
REQUIRED MITIGATION AREA
0.63 cc x 2 = 1.26 cc
PROPOSED WETLAND AREAS
0.64 cc
NEW WETLAND U
CREDITS
PUBLIC VALUE
CREDITS (PONDS)
TOTAL
wlev T =VV Veil
V
1.12 cc
1.76 cc
IMPACTED WETLAND
PROPOSED WETLAND
9 8 7 6
5
2
RID E UITION
— — — — — — — — — — — — — — b
— — — — — — — — — —
:1
W/ 411 — — — — — — — — — — — — — — —
ji, — — — — — — — — — — — — — — --
B1 III DING ----
DUTLO
��11111? FAI
2W
F.F.E.=961
---� ---F
-- ------------------
8
B Elevation = 1027.44 feet (NGVD Lyn
ENCHMARK U n Win A 82141-W r�
1. MNDOT control monument JON MNDT along west side of HWY. 41.
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
-,-960-
3. SMI Control monument #2 located 14ft* west of westerly edge of
1929).
Elevation = 965.75 feet (NGVD
bit, Golpin Blvd, and 39ft± NW of Power Pole.
Elevation — 970.48 feet (NGVD-1929).
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Prof.essionai
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
Reviewed By: Date:
I Designed By:
I Drawn By:
I Checked By:
Schoell & Madson, Inc.
Engineering e Surveying * Planning
Soil Testing o Environmental Services
www.schoellmadson.r-om
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
I Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
180
V�'
Project Name/Location: Date:
NW QUAD OF CSAH IS & GALPIN BLVD. G -W-05
CHANHASSENq MN
Sheet Title: Sheet:
Wetland Mitigatlon Plan 10of 13
SMI Project Number: 62641-047
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Prof.essionai
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
Reviewed By: Date:
I Designed By:
I Drawn By:
I Checked By:
Schoell & Madson, Inc.
Engineering e Surveying * Planning
Soil Testing o Environmental Services
www.schoellmadson.r-om
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
I Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
180
V�'
Project Name/Location: Date:
NW QUAD OF CSAH IS & GALPIN BLVD. G -W-05
CHANHASSENq MN
Sheet Title: Sheet:
Wetland Mitigatlon Plan 10of 13
SMI Project Number: 62641-047
_1T
0
0�,
FILTER FABRIC
no C
PTH 0'. C
6" MINIMUM DE! 0
1" 2" WASHED ROCK
18" MINIMUM CUT OFF BERM
TO MINIMIZE RUNOFF FROM SITE
00 'Vill �Qw OIW-
0
NOTE: FILTER FABRIC SHALL BE PLACED 5-N-D-EIR ROCK]
I ROCK,
TO STOP MUD MIGRATION THROUG I ROCK.
RIC.%
CITY OF 6. ;CK
CHANHASSEN
%11'� b,
l 1 -98 ::a.:
5304.
0
4'-
r5
Manhole Costing and Adjusting
Ring (See Plate 2110)
Provide I&I Barrier on all sonitory
sewer manhole(see plate 2109)
Manhole steps, Neenah R1981J
or Aluminum, 16" on center.
Steps Shall be on Downstream
Side Unless Pipe Diameter is
18" or Larger
All.,joints in manhole to hove
"0 ring rubber gaskets.
A Maximum of 2 Short Manhole
Risers to be Used Directly
Below Cone Section
Pipe shall be cut out flush
with inside face of wall.
Precast Inverts Must be 1/2 of
Pipe Diameter and Benches
Sloped 2" Toward the Invert
ZM",mum thickness of p
recast base is
6" for 14' deep or less, and increases
1" in thickness for every 4' of depth
greater than 14'
NOTE:
1. Kor-n-seal manhole or equal considered acceptable alternate.
2. All dog houses sholl be grouted on inside and outside.
3. When the manhole or catch basin structure is constructed
outside the traveled roadway a witness post and sign
shall be installed next to the manhole.
SECMaN
CITY OF
Its 64 1 lilt i pb,
CHANHASSEN
ses
-04
SE):2-97,1-03,1 MA'.1, ::a.:
9.804
:-d
< W
-0 of
Z
0
z, 0
0
<
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0 Z
CD < ;� 1.
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Ct� 0
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0 2 0
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Of 00 W W l2
ZX
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0 =
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<
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< W �
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00 L) � =
d Lljaf3:o� P: z- K
0 Z
ODLJ ZD Ln
OCIOIX >(3-0 0 < in CA
0OF- =1
wwww _J -�C)
M,-acm = Z 1 0
Z < < <
onz W i->_<
'00 Z_j�CDi-w
Z
M r- > 0
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<a� 0<12�
W of 7 LL! >- �- W
< =:U1;E0i_V) U1 a -
CITY OF
.O.N. 1% 0 see
CHANHASSEN
:1.1114163T 00110, .11 .114%7:0.4 18,
-Si -00 �_01, I- P:A!: �:O.:
2): 1
4
0. 0 '004
Note:
Silt fence per MNDOT
specifications, source 2000,
machine sliced woven
monofilament, 36"wide fastened
-Posts with 3(501b) tens
steel T
strength plastic zip ties per
T -Post. (Machine sliced)
6',Gx spacing
T Posts 24" in ground
Ties
Min. Depth of sift
fence embedmift.
Note:
Type 2 silt fence is the same as type I with hay boles installed as per detail
Type 2 to be used to protect all wetlands.
Hay or Straw Bale,
T. � Miles � "h ImAe 1.5 W 2.1Y iM� n�
gn,,,nil.
uses b N � 6 -
Zip Ties Bses
2L
EROSION CONTROL
FENCE - TYPE 2 --
CITY OF
1101:
b.
CHANHASSEN
R'.717 11:A7I-, No.:
52:2-97, 1-02,1 03. 1-0
5300
Z
MIN 2.0% GRADE
3"r
1/2"r
Top Bituminous Material
Wi.
slope
SECMON A -A
No Scale
24' RESIDENTIAL
ft
A
Right -of -Way . . .. . .. . .. . ..
- '_ -
B618 Curb & Gutter� B618 Curb Gutter
rBituminous
Varies
./
�J
0
1
Concr ete Curb and Gutter
Be 18'
0
1 1
1-Dbt� to f. veorldkle
lc�
I
11rr
Do
Top Bituminous Material
CATCH
CY
MnDOT W2
3. Bituminous Paving Section to the Right -of -Way is the Some as
Street Roving Section.
Concrete Curb and Gutter
:-d
< W
-0 of
Z
0
z, 0
0
<
Z > <
::I X 0
0 Z
CD < ;� 1.
NIN Z < , I
Lid ;i!
Ct� 0
0 f� W
0 2 0
Lu Ct W
Of 00 W W l2
ZX
Li
[1- 0 F= 0
7) W 0
< 5Z M ZW
0 =
<
�w 0
CY- �, 0
LL1 I
<
I,�
0 Z
0 It! 5
W 0 Z <
_u , -
Z C_
;-C M Z
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o' XV114 9
Ld 0 Cc cS ��g Z
moo
W
_J 0 w D5o,
M �.w
< QW,
;em ZZ2
<
U) Z Z < M
0 /C, 0
�I_OF-
_,0 <��,vi W_u
0 �,DCD _u C, M MOLZZ �
_J
zcuf� W , U u_ OOW
,M,W O� a- - :J P M W
< a 000-
< <
M � W
Z ow j� 80 C -HL, Z
L_ X<WW oj"W,01
C,<< 3: , Z
< W �
0 r�WQ_
0 '3: un wofu U � _u < >- - , 0 0 ��
00 L) � =
d Lljaf3:o� P: z- K
0 Z
ODLJ ZD Ln
OCIOIX >(3-0 0 < in CA
0OF- =1
wwww _J -�C)
M,-acm = Z 1 0
Z < < <
onz W i->_<
'00 Z_j�CDi-w
Z
M r- > 0
� I- <Oec-<-u <
,0,0 ]�=
<a� 0<12�
W of 7 LL! >- �- W
< =:U1;E0i_V) U1 a -
CITY OF
.O.N. 1% 0 see
CHANHASSEN
:1.1114163T 00110, .11 .114%7:0.4 18,
-Si -00 �_01, I- P:A!: �:O.:
2): 1
4
0. 0 '004
Note:
Silt fence per MNDOT
specifications, source 2000,
machine sliced woven
monofilament, 36"wide fastened
-Posts with 3(501b) tens
steel T
strength plastic zip ties per
T -Post. (Machine sliced)
6',Gx spacing
T Posts 24" in ground
Ties
Min. Depth of sift
fence embedmift.
Note:
Type 2 silt fence is the same as type I with hay boles installed as per detail
Type 2 to be used to protect all wetlands.
Hay or Straw Bale,
T. � Miles � "h ImAe 1.5 W 2.1Y iM� n�
gn,,,nil.
uses b N � 6 -
Zip Ties Bses
2L
EROSION CONTROL
FENCE - TYPE 2 --
CITY OF
1101:
b.
CHANHASSEN
R'.717 11:A7I-, No.:
52:2-97, 1-02,1 03. 1-0
5300
/tN DROP LID 7.5' Minimum cover required
KWATER) Tyler No. 6860 over top of water main.
No. H-10361
%,Q/ Mueller
PROVIDE VALVE STEM RISERS
n -r, No. B -S1613
tLi TO WITHIN 6" OF THE SURFACE
IF THE DISTANCE FROM
THE TOP NUT OF THE VALVE TO
THE SURFACE IS GREATER THAN 8'.
Grade
TOP
Adjust top to 3/4" below
Tyler No. 6860 26" grade. Box to be set to
Mueller No. H-10361 26" provide 12" of adjustment.
Bibby -Ste -Croix No. VB502 27"
Tyler No. 6860
Mueller No. H-10357
EXTENSION Bibby -Ste -Croix B-5001
Tyler No. 58 14" Gate valve box, screw type,
No. 59 18" 3 piece, 5 1/4" shaft, size
No. 60 24"
G box, 7'-6 extended.
Mueller No. 58 14" #6 round base
011
No. 59 2
Bilbby-Ste-Croix
VB520 No. 57
9" GATE VALVE ADAPTER: 1/4"
VB521 No. 58 14" STEEL WITH PROTEC11VE
COATING, 1/2- RUBBER
VB522 No. 59 20"
GASKET INSTALLED BETWEEN
VB523 No. 60 26"
THE GATE VALVE AND
GATE VALVE ADAPTER.
HBOTTOM
Tyler No. 6860 65"
Mueller No. H-10361 65"
Bibby -Ste -Croix No. VB516 60" Resiliant Wedge Valve
Volve and Box to be Conforming to AWWA
plastic wrapped per C-515-80 standards
with all stainless steel
section 2.03a
BASE nuts & bolts.
18"X18"XB" concrete block
so .1" 1 1 X I A role
dl% , b 4%& 6
G
CITY OF
6
16 t0f
It
CHANHASSEN
16) elk I %..Jo
RE%�FI 2-97.1-03.1-04 W,7: RA7 NO.: 4006
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
SEDIMENT TRAP AS MANUFACTURED BY
WIMCO,LLC.SHAKOPEE, MN.
SPECIFICATIONS AND STANDARD DESIGN LOAD
AISC WNUJU OF = CONSYRUMN 9� IMMON. A�ABU AX� KIGM UAD n/0
S ING CODE - =L, 01.1-94, SAMI
1926 - WATER RATE (THROUGH FF RLTER) 0.707 ds 0 3* he�d
29 CR
�IIAUM C�m RAM &94 ds 0 15' �.d
MODEL#CG23
�CTDR P�M
�Oio 1 - CENTER OF RLJER ASSEMBLY
0�17_ 2 - TOP OF CURB BOX
10' MTER ASS�y
CURB
;. I
C�23 Hl�-
HIGH-� FMRIC
NOTE:
Clean filter media after each rain event and replace if filter is clogged with
sediment.
Remove debris/sediment from receptacle after each rain event.
CFFY OF CATCH BASIN
SEDIMENT TRAP
CHANHASSEN
REVISED: DATF PLATE NO.:
1-04 5302A
FILE NAME 3935
302A
NOTE,
Surmountable Curb & Gutter to be transitioned
into a 8618 type at catchbosin-
Catchbosin Frame & Grate -
Neenah R -3290-L or equal
with L Grate
A
Catchbosin to be
depressed 2"
below design gutter line grade. I
A,
Surmountable Concrete ISOMMIC
Curb & Gutter No Scale
#+-60" Long
Rebars Each way
5 �_ _f Min. Transition 5' Min. Transition
- - - - - - -- - - - - - - - - ---
C
ol Top of 2"1
XI x
W La
Curb
Design gutter line grade 2 111 LONG
Rebars Each way
Frame & Costing
SECTION A -A
No Scale
CV113
CITY OF
CHANHASSEN
114%7 ct"IT 11. iii'Sii
W.'Sm: 1-98 W.7..': RA-1� ::a.:
2-.9,19 3106
NOTES:
1. Grates to be made In (2) PIECES
2. Ail metal ahall be hot-clipped-garvanized
Hole
Structure Requires (2)
Piece Grate Per Dronving
PIPE
Hole
Sees Detail A -A
57*0 O -D.
1/4-Xl- FLAT STL
AOOTH BAR
0 4" o.c. EACH WAY
X
(4) 1/2- s-13 UNC 21
hex Head Stainless
St" Bolts with
Nuts and washers
1/4- STEEL PLATE
9"102"
HAIL
Monolithically
NOTES:
Pwred Concrete
1. Standard pipe bedding required an both Inlet Cutlet pipes.
be I
CITY OF 01VIT06.1
I-Teep
1
CHANHASSEN
ST Rwvmc,�v b
R!-Sm:1-00, 1-03
*'a.:
W".1E. 0 1-... ..
1i 1
_9", 3409
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
1 Reviewed By: Date:
Designed By:
Drawn By:
Checked By:
so,00 Iry
I Ww!lle' P4
4,06=g Ig
01001
IIII -
0,150's Iii I
INF. wre , 'kv,1120
M4%
,0
e 4
011.1 _J,§ , , i
see 1111., a F
112014
�40
4*5q*40 -
_#1 4,464' 111 4
r , 1 1 &W ZAR II P40I WWI
or 4
W
N BIG
1111
MW
Z
MIN 2.0% GRADE
3"r
1/2"r
Top Bituminous Material
Wi.
slope
SECMON A -A
No Scale
24' RESIDENTIAL
ft
A
Right -of -Way . . .. . .. . .. . ..
- '_ -
B618 Curb & Gutter� B618 Curb Gutter
rBituminous
Varies
./
111111111,11I Bole
P.C.
1
Concr ete Curb and Gutter
Be 18'
0
1 1
1-Dbt� to f. veorldkle
lc�
I
11rr
1 - 1/2-r
Top Bituminous Material
CATCH
BASIN IN RADIUS
MnDOT W2
3. Bituminous Paving Section to the Right -of -Way is the Some as
Street Roving Section.
Concrete Curb and Gutter
111, :"ell :
8618 CURB
to'
Ir 12*
& GUTTER
rings allowed
SURMOUNTA BLE
Parking Lots, or Medians.
TRANSITION
CURB 1,
GUTTER
12 16"
68"R
Top Bituminous Material
r
�* -,
IN . .
TYPICAL RESIDENTIAL R-DIUS 20'
between each and a
-1 - �, - ., /2
TYPICAL COUECTOR RAPUS 30'
en
1 6" 1
10'
jo 14-
215"
7-
on the outside.
4' 8 -
6"
_�'�MNDOT
F
8618 CONIC. C & G
Surface
60 Shft Faffried
SURMOUNTABLE
C & G
CITY OF
SECTION A -A
CHANHASSEN
11
40%. G
R".'.S!0:2-97
CITY OF
J�Nf�% A 1
grouted on both the
CHANHASSEN
inside and outside. SECION
RF:.`SE): 1 -00
1.
;,:A7,*
W.:
5204
Costing to be totally encased in concrete curb
3935204
/tN DROP LID 7.5' Minimum cover required
KWATER) Tyler No. 6860 over top of water main.
No. H-10361
%,Q/ Mueller
PROVIDE VALVE STEM RISERS
n -r, No. B -S1613
tLi TO WITHIN 6" OF THE SURFACE
IF THE DISTANCE FROM
THE TOP NUT OF THE VALVE TO
THE SURFACE IS GREATER THAN 8'.
Grade
TOP
Adjust top to 3/4" below
Tyler No. 6860 26" grade. Box to be set to
Mueller No. H-10361 26" provide 12" of adjustment.
Bibby -Ste -Croix No. VB502 27"
Tyler No. 6860
Mueller No. H-10357
EXTENSION Bibby -Ste -Croix B-5001
Tyler No. 58 14" Gate valve box, screw type,
No. 59 18" 3 piece, 5 1/4" shaft, size
No. 60 24"
G box, 7'-6 extended.
Mueller No. 58 14" #6 round base
011
No. 59 2
Bilbby-Ste-Croix
VB520 No. 57
9" GATE VALVE ADAPTER: 1/4"
VB521 No. 58 14" STEEL WITH PROTEC11VE
COATING, 1/2- RUBBER
VB522 No. 59 20"
GASKET INSTALLED BETWEEN
VB523 No. 60 26"
THE GATE VALVE AND
GATE VALVE ADAPTER.
HBOTTOM
Tyler No. 6860 65"
Mueller No. H-10361 65"
Bibby -Ste -Croix No. VB516 60" Resiliant Wedge Valve
Volve and Box to be Conforming to AWWA
plastic wrapped per C-515-80 standards
with all stainless steel
section 2.03a
BASE nuts & bolts.
18"X18"XB" concrete block
so .1" 1 1 X I A role
dl% , b 4%& 6
G
CITY OF
6
16 t0f
It
CHANHASSEN
16) elk I %..Jo
RE%�FI 2-97.1-03.1-04 W,7: RA7 NO.: 4006
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
SEDIMENT TRAP AS MANUFACTURED BY
WIMCO,LLC.SHAKOPEE, MN.
SPECIFICATIONS AND STANDARD DESIGN LOAD
AISC WNUJU OF = CONSYRUMN 9� IMMON. A�ABU AX� KIGM UAD n/0
S ING CODE - =L, 01.1-94, SAMI
1926 - WATER RATE (THROUGH FF RLTER) 0.707 ds 0 3* he�d
29 CR
�IIAUM C�m RAM &94 ds 0 15' �.d
MODEL#CG23
�CTDR P�M
�Oio 1 - CENTER OF RLJER ASSEMBLY
0�17_ 2 - TOP OF CURB BOX
10' MTER ASS�y
CURB
;. I
C�23 Hl�-
HIGH-� FMRIC
NOTE:
Clean filter media after each rain event and replace if filter is clogged with
sediment.
Remove debris/sediment from receptacle after each rain event.
CFFY OF CATCH BASIN
SEDIMENT TRAP
CHANHASSEN
REVISED: DATF PLATE NO.:
1-04 5302A
FILE NAME 3935
302A
NOTE,
Surmountable Curb & Gutter to be transitioned
into a 8618 type at catchbosin-
Catchbosin Frame & Grate -
Neenah R -3290-L or equal
with L Grate
A
Catchbosin to be
depressed 2"
below design gutter line grade. I
A,
Surmountable Concrete ISOMMIC
Curb & Gutter No Scale
#+-60" Long
Rebars Each way
5 �_ _f Min. Transition 5' Min. Transition
- - - - - - -- - - - - - - - - ---
C
ol Top of 2"1
XI x
W La
Curb
Design gutter line grade 2 111 LONG
Rebars Each way
Frame & Costing
SECTION A -A
No Scale
CV113
CITY OF
CHANHASSEN
114%7 ct"IT 11. iii'Sii
W.'Sm: 1-98 W.7..': RA-1� ::a.:
2-.9,19 3106
NOTES:
1. Grates to be made In (2) PIECES
2. Ail metal ahall be hot-clipped-garvanized
Hole
Structure Requires (2)
Piece Grate Per Dronving
PIPE
Hole
Sees Detail A -A
57*0 O -D.
1/4-Xl- FLAT STL
AOOTH BAR
0 4" o.c. EACH WAY
X
(4) 1/2- s-13 UNC 21
hex Head Stainless
St" Bolts with
Nuts and washers
1/4- STEEL PLATE
9"102"
HAIL
Monolithically
NOTES:
Pwred Concrete
1. Standard pipe bedding required an both Inlet Cutlet pipes.
be I
CITY OF 01VIT06.1
I-Teep
1
CHANHASSEN
ST Rwvmc,�v b
R!-Sm:1-00, 1-03
*'a.:
W".1E. 0 1-... ..
1i 1
_9", 3409
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
1 Reviewed By: Date:
Designed By:
Drawn By:
Checked By:
so,00 Iry
I Ww!lle' P4
4,06=g Ig
01001
IIII -
0,150's Iii I
INF. wre , 'kv,1120
M4%
,0
e 4
011.1 _J,§ , , i
see 1111., a F
112014
�40
4*5q*40 -
_#1 4,464' 111 4
r , 1 1 &W ZAR II P40I WWI
or 4
W
N BIG
1111
MW
_6'_ 1 Distance to re variable
MIN 2.0% GRADE
3"r
1/2"r
Top Bituminous Material
Wi.
slope
SECMON A -A
No Scale
24' RESIDENTIAL
ft
A
Right -of -Way . . .. . .. . .. . ..
- '_ -
B618 Curb & Gutter� B618 Curb Gutter
rBituminous
Varies
./
111111111,11I Bole
4'-0- Typ.
1
Concr ete Curb and Gutter
Be 18'
0
1 1
1-Dbt� to f. veorldkle
lc�
I
11rr
1 - 1/2-r
Top Bituminous Material
It
NOTE�
1. Reinforce Valley Gutter and Triangular Sections with 6" x 6* #6 Welded Wire Mesh.
MnDOT W2
SEDIMENT TRAP AS MANUFACTURED BY
WIMCO,LLC.SHAKOPEE, MN.
SPECIFICATIONS AND STANDARD DESIGN LOAD
AISC WNUJU OF = CONSYRUMN 9� IMMON. A�ABU AX� KIGM UAD n/0
S ING CODE - =L, 01.1-94, SAMI
1926 - WATER RATE (THROUGH FF RLTER) 0.707 ds 0 3* he�d
29 CR
�IIAUM C�m RAM &94 ds 0 15' �.d
MODEL#CG23
�CTDR P�M
�Oio 1 - CENTER OF RLJER ASSEMBLY
0�17_ 2 - TOP OF CURB BOX
10' MTER ASS�y
CURB
;. I
C�23 Hl�-
HIGH-� FMRIC
NOTE:
Clean filter media after each rain event and replace if filter is clogged with
sediment.
Remove debris/sediment from receptacle after each rain event.
CFFY OF CATCH BASIN
SEDIMENT TRAP
CHANHASSEN
REVISED: DATF PLATE NO.:
1-04 5302A
FILE NAME 3935
302A
NOTE,
Surmountable Curb & Gutter to be transitioned
into a 8618 type at catchbosin-
Catchbosin Frame & Grate -
Neenah R -3290-L or equal
with L Grate
A
Catchbosin to be
depressed 2"
below design gutter line grade. I
A,
Surmountable Concrete ISOMMIC
Curb & Gutter No Scale
#+-60" Long
Rebars Each way
5 �_ _f Min. Transition 5' Min. Transition
- - - - - - -- - - - - - - - - ---
C
ol Top of 2"1
XI x
W La
Curb
Design gutter line grade 2 111 LONG
Rebars Each way
Frame & Costing
SECTION A -A
No Scale
CV113
CITY OF
CHANHASSEN
114%7 ct"IT 11. iii'Sii
W.'Sm: 1-98 W.7..': RA-1� ::a.:
2-.9,19 3106
NOTES:
1. Grates to be made In (2) PIECES
2. Ail metal ahall be hot-clipped-garvanized
Hole
Structure Requires (2)
Piece Grate Per Dronving
PIPE
Hole
Sees Detail A -A
57*0 O -D.
1/4-Xl- FLAT STL
AOOTH BAR
0 4" o.c. EACH WAY
X
(4) 1/2- s-13 UNC 21
hex Head Stainless
St" Bolts with
Nuts and washers
1/4- STEEL PLATE
9"102"
HAIL
Monolithically
NOTES:
Pwred Concrete
1. Standard pipe bedding required an both Inlet Cutlet pipes.
be I
CITY OF 01VIT06.1
I-Teep
1
CHANHASSEN
ST Rwvmc,�v b
R!-Sm:1-00, 1-03
*'a.:
W".1E. 0 1-... ..
1i 1
_9", 3409
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: Reg. No.
1 Reviewed By: Date:
Designed By:
Drawn By:
Checked By:
so,00 Iry
I Ww!lle' P4
4,06=g Ig
01001
IIII -
0,150's Iii I
INF. wre , 'kv,1120
M4%
,0
e 4
011.1 _J,§ , , i
see 1111., a F
112014
�40
4*5q*40 -
_#1 4,464' 111 4
r , 1 1 &W ZAR II P40I WWI
or 4
W
N BIG
1111
MW
24'x36" slab opening for Neenah
--------
R32.90-L or squat
0
NOTE: L grate shown
I
Neenah R3290 -L costing and
grate or equal.
I
Minimum of 2 maximum of 5-2"
EL&
6" Conc. collar concrete adjustment rings with full
beds of mortar.
A
Precast concrete or
HDPE adjusting rings.
_6'_ 1 Distance to re variable
MIN 2.0% GRADE
3"r
1/2"r
Top Bituminous Material
Wi.
slope
SECMON A -A
No Scale
24' RESIDENTIAL
ft
A
Right -of -Way . . .. . .. . .. . ..
- '_ -
B618 Curb & Gutter� B618 Curb Gutter
rBituminous
Varies
./
111111111,11I Bole
4'-0- Typ.
1
Concr ete Curb and Gutter
Be 18'
0
1 1
1-Dbt� to f. veorldkle
lc�
I
11rr
1 - 1/2-r
Top Bituminous Material
It
NOTE�
1. Reinforce Valley Gutter and Triangular Sections with 6" x 6* #6 Welded Wire Mesh.
MnDOT W2
3. Bituminous Paving Section to the Right -of -Way is the Some as
Street Roving Section.
Concrete Curb and Gutter
111, :"ell :
CHANHASSEN
NOTE,
Ir 12*
For Use Only with Private Driveways.
rings allowed
::0.:
Parking Lots, or Medians.
28'R
See 3 minimum
12 16"
68"R
Top Bituminous Material
r
�* -,
IN . .
between each and a
-1 - �, - ., /2
Concrete Curb and Gutter
en
J 17 1/2- 110 1/2-
215"
on the outside.
4' 8 -
Bituminous
willm a Curb
Surface
60 Shft Faffried
6'
CITY OF
#,I,>,f*N f"N' 31,03
I * ' 'i
11 % 12) nue �19 1b: Z
CHANHASSEN
11
40%. G
R".'.S!0:2-97
::a.:
5203
grouted on both the
24'x36" slab opening for Neenah
--------
R32.90-L or squat
0
NOTE: L grate shown
I
Neenah R3290 -L costing and
grate or equal.
I
Minimum of 2 maximum of 5-2"
EL&
6" Conc. collar concrete adjustment rings with full
beds of mortar.
A
Precast concrete or
HDPE adjusting rings.
6" Precast reinforced 3oncrete slob.
Top of barrel section under top slob
to have flat top edge sealed with
2 beads of Ramnek or equal.
All.joints in manhole to have
Precast concrete section
NOTES:
1. Doghouses shall be grouted on
"0 ring rubber gaskets.
both the outside and inside.
2. No block structures are allowed.
Manhole steps, Neenah R1981J or
equal. 16" o.c., Aluminum steps
approved.
Minimum slab thickness, 6" for 14'
Increase thickness 1" for
of depth greater than 114%
each 4
and reinforce with 6'x6" 10/10 mesh.
/2
Grout bottom of manhole to 1
SECION diameter at pipe and slope
grout 2" toward invert.
CITY OF I
C.011=1"
0:
CHANHASSEN
1-00, 1-03 "a
:=M".:
3100"
h
Schoell I Madson, Inc.
Engineering No, Surveying 9 Planning
Soil Testing se Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
See City Plate No. 3107 for riprop placement.
Anchor Clip
rie lost 3 pipe joints.
Use 2 tie bolt fasteners
per joint. Install at
60* from top or bottom
of pipe.
Provide 3 anchor clips to fasten
Trash Guard to Flared End Section.
Hot dip galvanize after fabrication.
Anchor both sides.
ISMEMC TRASH GUARD SIZING
'H' Bolts
Pipe Ize Bars
12"-18" ?14 -
."o 4 5/8
21* -42" 1 0 6' 314
48"-72* 1 1/4'0 12" 1
NOTES:
1. All Reinforced Concrete Aprons shall be furr.!shed and Installed with Trash Guards.
2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe
lengths back from apron.
3. All new Reinforced Concrete Aprons on exisdrig pipe shall be tied to the first
pipe adjacent to the apron.
t::. A ;:%j::)
ilk, be@
ceor a %Is-%
CITY OF
16)b .%.0 1 $%."s III Aft%@ 1116.J
A
I,G'Vdp%6 J
CHANHASSEN
see
D: RA -1., ::a.:
3408
3/4" per foot
18"
MIN 2.0% GRADE
7 1/2" Concrete pavement
_6" x 6" #6 Welded
Wi.
4" Class 5 base incidental to apron
SECMON A -A
No Scale
24' RESIDENTIAL
26' INDUSTRIAL/COM.�ERCIAL
A
Right -of -Way . . .. . .. . .. . ..
- '_ -
B618 Curb & Gutter� B618 Curb Gutter
rBituminous
Varies
./
4'-0- Typ.
1
I!,
0
1 1
6.
lc�
I
Max. Spacing in Expan sion Joint (tyI
Valley Gutter 0 8'
ELM
No Scale
6" Precast reinforced 3oncrete slob.
Top of barrel section under top slob
to have flat top edge sealed with
2 beads of Ramnek or equal.
All.joints in manhole to have
Precast concrete section
NOTES:
1. Doghouses shall be grouted on
"0 ring rubber gaskets.
both the outside and inside.
2. No block structures are allowed.
Manhole steps, Neenah R1981J or
equal. 16" o.c., Aluminum steps
approved.
Minimum slab thickness, 6" for 14'
Increase thickness 1" for
of depth greater than 114%
each 4
and reinforce with 6'x6" 10/10 mesh.
/2
Grout bottom of manhole to 1
SECION diameter at pipe and slope
grout 2" toward invert.
CITY OF I
C.011=1"
0:
CHANHASSEN
1-00, 1-03 "a
:=M".:
3100"
h
Schoell I Madson, Inc.
Engineering No, Surveying 9 Planning
Soil Testing se Environmental Services
www.schoelimadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
See City Plate No. 3107 for riprop placement.
Anchor Clip
rie lost 3 pipe joints.
Use 2 tie bolt fasteners
per joint. Install at
60* from top or bottom
of pipe.
Provide 3 anchor clips to fasten
Trash Guard to Flared End Section.
Hot dip galvanize after fabrication.
Anchor both sides.
ISMEMC TRASH GUARD SIZING
'H' Bolts
Pipe Ize Bars
12"-18" ?14 -
."o 4 5/8
21* -42" 1 0 6' 314
48"-72* 1 1/4'0 12" 1
NOTES:
1. All Reinforced Concrete Aprons shall be furr.!shed and Installed with Trash Guards.
2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe
lengths back from apron.
3. All new Reinforced Concrete Aprons on exisdrig pipe shall be tied to the first
pipe adjacent to the apron.
t::. A ;:%j::)
ilk, be@
ceor a %Is-%
CITY OF
16)b .%.0 1 $%."s III Aft%@ 1116.J
A
I,G'Vdp%6 J
CHANHASSEN
see
D: RA -1., ::a.:
3408
3/4" per foot
18"
MIN 2.0% GRADE
7 1/2" Concrete pavement
_6" x 6" #6 Welded
Wi.
4" Class 5 base incidental to apron
SECMON A -A
No Scale
24' RESIDENTIAL
26' INDUSTRIAL/COM.�ERCIAL
A
Right -of -Way . . .. . .. . .. . ..
- '_ -
B618 Curb & Gutter� B618 Curb Gutter
rBituminous
./
side of catchbosin.
1
Precast concrete or
HDPE adjusting rings.
1 1
sai
Contraction Joints A I
Max. Spacing in Expan sion Joint (tyI
Valley Gutter 0 8'
ELM
No Scale
NOTE�
1. Reinforce Valley Gutter and Triangular Sections with 6" x 6* #6 Welded Wire Mesh.
2. Contraction Joints Shall be 1/3 the Depth of Slob.
3. Bituminous Paving Section to the Right -of -Way is the Some as
Street Roving Section.
CITY OF
111, :"ell :
CHANHASSEN
N�%01 %�§ b . I b .
D, A" P
A mv N
. 0 b,. it 6 6 .%.Fl No
i
.):2-99 2-01
rings allowed
::0.:
Precast
NOTE,
L Grate Shown
Face of Curb
Direction of Flow
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
PL 30' CL - 30' PL
18' to Face 18- to ce
Wear Course to be 1,12"
FAbove Edge of Gutter 2.0%
1 11 1 3.0%
4' Topsoil, Seed
Mulch or Sod.
B-618 Concrete Curb
1' 1.5
2"-MNDOT 2350 MVWE3503513
2"-MNDOT 2350 MVNW350358
2 1/2--MNDOT 2350 MVNW35035B
12" -Class 5 Aggregate Base, 100% Crushed
24" MNDOT 3149.2B Select
Granular Borrow (See Note 7)
Tack Coat - 2357
Tack Coat - 2357
NOTES
1. Right -of -Way Required 60'.
2. Maximum street grade 7.OX
3. Minimum street grade 0.75X
4. 4.0" Topsoil placed in disturbed areas.
5. 2 Rolls sod behind curb.
6. The bituminous wearing surface shall be placed the next construction
season following placement of the bituminous base.
7. A test roll of the prepared subgrade shall be performed by the owner
In the presence of a city inspector. The city has the authority to require
additional subgrade correction or to reduce the requirement of 24" 1
Select Granular Borrow to 12" based upon the result of the test roll.
A I
F
<ye
CITY 0
so ts.jv%) I
%�'.
41"W"11"172" III 'No
0 a S b :6 4 00, .%.� I 1%..;l
''"'Noe
CHANHASSEN
!.�.S! 2-01, I_c3
RE1. ED;2-97 RA7 NO.:
04
9 3 5 sessol-0 I
Natural Ground
0
0
� � 0 �
11 � I .. . I I I Z Em;s,
0 C
= 0
'000
.10
0_00
o'"
E -0 0�
0 , U)
0
0,
C-) M a_
0.5Bc
NOTE:
The Bottom of the Trench Shall be Shaped
to Fit the Pipe Barrel for at Least 50% of
the Outside Diameter.
CITY OF
%)
CHANHASSEN
No lic!) & D:11"
RAM." ::a.:
S!
'Compacted
'co
ackfill
. . . . . . . . . . . . . . . . .
1 , + + . . . . . +
2- + + +++ + + + +
. . . . . . . Embedment
+ +
Material
�+ �c . . . . .
+ + + 6" Pay Depth
+ + +
+ + + A� Increments (typ.)
I � 1 + +
+ + F+%+++
Be + + + + +++++r+%++
Foundation
6" Pay Depth
lincrements (Typu) If Re red
(see Wote 1)
"Bc" Denot s outside
lame ar 0 pipe
NOTES:
1. A soils Engineer will be required to determine the depth of the pipe foundation
embedment material if needed. Pipe foundation material shall be in accordance
with MNDOT 3149.2H course filter aggregate.
2. P.V.C. bedding shall be MNDOT 3149.2B select granular borrow with 100%
passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve.
3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100%
passing a 3/4" sieve and less than 20% passing a NO. 200 sieve.
CITY OF
CHANHASSEN
R.- ID:
:)A-_-:: NO.:
2403
Project Name/Location:
Ill QUAD OF CSAH IS & GALPIN BLVD.
CHANHASSEN, MN
----- -
Sheet Title:
Detalle
Date:
8-17-05
Sheet:
11 13
Catchbosin casting
and grate Neenah
R3290 -L or equal
Grate to be 2" below
3" radius curb box.
gutter grade.
5' transition each
side of catchbosin.
Precast concrete or
HDPE adjusting rings.
Top of Curb
Varies
Minimum of 2-2",
6 1/2
maximum of 5-2'
-
_L Varies
concrete adjusment
24" x 36"
rings allowed
with 1114A"
Precast
See 3 minimum
to 1/2" bed of mortar
between each and a
3" Grout
6" thick concrete cc liar
on the outside.
6'
Doghouses shall be
Z
grouted on both the
inside and outside. SECION
NOTES:
1.
Steps shall be provided in all catch basin/manholes and storm sewer manholes.
2.
Costing to be totally encased in concrete curb
section.
3.
No block structures are allowed.
4.
No wood shims are permitted in the adjusting rings.
CITY OF
CHANHASSEN
ree A
ie�jo% "AN'Q 111 1
0go 1
I a 6
SIQ: 1-00, 1-03
DA"'E.: )..9-0
P:A7.: !.'0.:
3404
0.
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
PL 30' CL - 30' PL
18' to Face 18- to ce
Wear Course to be 1,12"
FAbove Edge of Gutter 2.0%
1 11 1 3.0%
4' Topsoil, Seed
Mulch or Sod.
B-618 Concrete Curb
1' 1.5
2"-MNDOT 2350 MVWE3503513
2"-MNDOT 2350 MVNW350358
2 1/2--MNDOT 2350 MVNW35035B
12" -Class 5 Aggregate Base, 100% Crushed
24" MNDOT 3149.2B Select
Granular Borrow (See Note 7)
Tack Coat - 2357
Tack Coat - 2357
NOTES
1. Right -of -Way Required 60'.
2. Maximum street grade 7.OX
3. Minimum street grade 0.75X
4. 4.0" Topsoil placed in disturbed areas.
5. 2 Rolls sod behind curb.
6. The bituminous wearing surface shall be placed the next construction
season following placement of the bituminous base.
7. A test roll of the prepared subgrade shall be performed by the owner
In the presence of a city inspector. The city has the authority to require
additional subgrade correction or to reduce the requirement of 24" 1
Select Granular Borrow to 12" based upon the result of the test roll.
A I
F
<ye
CITY 0
so ts.jv%) I
%�'.
41"W"11"172" III 'No
0 a S b :6 4 00, .%.� I 1%..;l
''"'Noe
CHANHASSEN
!.�.S! 2-01, I_c3
RE1. ED;2-97 RA7 NO.:
04
9 3 5 sessol-0 I
Natural Ground
0
0
� � 0 �
11 � I .. . I I I Z Em;s,
0 C
= 0
'000
.10
0_00
o'"
E -0 0�
0 , U)
0
0,
C-) M a_
0.5Bc
NOTE:
The Bottom of the Trench Shall be Shaped
to Fit the Pipe Barrel for at Least 50% of
the Outside Diameter.
CITY OF
%)
CHANHASSEN
No lic!) & D:11"
RAM." ::a.:
S!
'Compacted
'co
ackfill
. . . . . . . . . . . . . . . . .
1 , + + . . . . . +
2- + + +++ + + + +
. . . . . . . Embedment
+ +
Material
�+ �c . . . . .
+ + + 6" Pay Depth
+ + +
+ + + A� Increments (typ.)
I � 1 + +
+ + F+%+++
Be + + + + +++++r+%++
Foundation
6" Pay Depth
lincrements (Typu) If Re red
(see Wote 1)
"Bc" Denot s outside
lame ar 0 pipe
NOTES:
1. A soils Engineer will be required to determine the depth of the pipe foundation
embedment material if needed. Pipe foundation material shall be in accordance
with MNDOT 3149.2H course filter aggregate.
2. P.V.C. bedding shall be MNDOT 3149.2B select granular borrow with 100%
passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve.
3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100%
passing a 3/4" sieve and less than 20% passing a NO. 200 sieve.
CITY OF
CHANHASSEN
R.- ID:
:)A-_-:: NO.:
2403
Project Name/Location:
Ill QUAD OF CSAH IS & GALPIN BLVD.
CHANHASSEN, MN
----- -
Sheet Title:
Detalle
Date:
8-17-05
Sheet:
11 13
TR TTE k'S RD E (10) EMS.
(5) DBH (10) EMS (5) DBH-
(10) EM
(40) FQs .(t), 6EIH*-v
�1 0), FQ6
L. 0 ft
-(5)- AM (5) BS
(5) (14) HL
S
(To) `FW9 (5) AWS
EDGE OF `EXTS,,TTrJG . - * - . -
WETLAND (5 BS
(5) BS 6�TLOT C
(5) AWS 11 (5) BS (12) LL
(10) FOS
AWS (5) BS
(�)8) FA
QTY
COMMON NAME/LATIN NAME
SIZE
4
( AWJ
REMARKS
HL
(5) BS
THORNLESS HONEYLOCUST var. Inermus
2.5"
B&B
STRAIGHT LEADER
Gliditsia triacanthos 'Skycole'
CAL.
AND FULL CROWN
FA
49
FALLGOLD ASH
2.5"
B&B
STRAIGHT LEADER
Fraxinus nigra 'Fallgold'
CAL.
AND FULL CROWN
LL
33
(3) WP
2.5 11
�Ivvvk'7
STRAIGHT LEADER
_____j
Tilia cordata
V*V V+V V47
AND FULL CROWN
BS
IR
717 VV V V
(7) AWS
B&B
STRAIGHT LEADER
'7
7,V V,'7 7�-V�x 958�1
17
Picea glauca densata
HT.
1 r
V 17 V V V
v V"7,ev
vvvvv�, 0 )
(2) WP
56
WHITE PINE
6'
B&B
STRAIGHT LEADER
(7) AWS
HT.
AND FULL FORM
AM
92
V
1.5"
B&B
STRAIGHT LEADER
Acer ginnala
UAL.
V7 -
SS
33
SPRING SNOW CRAB
2.5"
VIV
V_�
Malus 'Spring Snow'
v
AND FULL CROWN
DBH
--960-
DWARF BUSH HONEYSUCKLE
(1) WP,
POT
PLANT 4'-0" O.C.
Diervilla lonicera
(7) AWS
SPACE EVENLY
AWS
78
ANTHONY WATERER SPIREA
5
B&B
PLANT S-10" O.C.
Spiraea x burnalcla 'Anthony Wa:erer'
GAL
SPACE E/ENLY
FOS
99
FAIRY QUEEN SPIREA
5
POT
PLANT S-10" O.C.
LE
Spiraea trilobata 'Fairy Queen'
GAL
SPACE EVENLY
(3) WP
105
EMERALD MOUND HONEYSUCKLE
5
POT
(7) AWS
Lonicera xvlosteurn 'Emerald Mound'
5
(5)WP
1 4
ADPMON(10) EMS -
(5) DBH--� 1(10) EMS --- \ (5) DBH
(55) AM
(5) DBH
10) EMS (24) FA
(10) EMS
(5) DBH_n �
771
S AM
-96) 6-
----9674
WP
(5)WP 962-- — — — — —
(5)WP- (4) HL
— — — — — — — — — — — "(3) WP
SS
(5) BS
#
17 N7
VV V 7
�vvvv,�\ EDGE OF [-XF�__i G
17 V�17 V 17,V
7 V�v v 7V 7 -WE TLA 1
V
1 V V,
V 7'7�v 7 V�v 7
**V 17 V*V 17 V�v V SS
7 7 V,h (3) H L
I L
7 7 V
V�7 7 7 IV
V -V 7 V.V 7
7
(16) LL (3) WID
V
X 7 7 'v,
I BS 7 M
r *V�
�o
-4- All -
7 V'
n (3) BH
8 DBS
4 7
(7) DBH S
7 7 woo
CD
ry (3) BH
j, (7) AWS
=LANDSCAPE NOTES
1. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK.
3. POND EDGE/ WET AR SEED 2 -FOOT ELEVATION BELOW NORMAL WATER
LEVEL (NWL) TO HIGH WATER LEVEL (HWL) WITH Mn/DOT SEED MIX 310 AS
LOCATED ON LANDSCAPE PLAN. SEED MATERIAL AND INSTALLATION SHALL BE
PER MN/DOT 2003 SEEDING MANUAL. PROVIDE EROSION CONTROL DEVICES AS
NECESSARY UNTIL SEED IS ESTABLISHED.
4. GENERAL TURF SEED MIX AREA: SEED ALL DISTURBED LANDSCAPED AREAS,
NOT INDICATED TO BE PAVED, OR POND EDGE/WET SEEDED, WITH Mn/DOT
SEED MIX 250. SEED MATERIAL AND INSTALLATION SHALL BE PER MN/DOT
2003 SEEDING MANUAL. PROVIDE EROSION CONTROL AS NECESSARY UNTIL
SEED IS ESTABLISHED. RESEED AREAS UNTIL ALL AREAS ARE ESTABLISHED.
FINAL DEVELOPMENT TO PROVIDE ADDITIONAL INFORMATION FOR INDIVIDUAL
UNIT/LOT LANDSCAPING.
3. CONTRACTOR TO VERIFY PLANTS REQUIRED AS REFLECTED ON PLAN,
NOTIFY LANDSCAPE ARCHITECT IF PLAN AND SCHEDULE DO NOT MATCH. ALL
PLANT MATERIAL TO ADHERE TO THE AMERICAN STANDARD FOR NURSERY
STOCK, LATEST VERSION. ADD FERTILIZER, HERBACIDE, AND PESTICIDE AS
NECESSARY FOR OPTIMUM GROWTH.
4. PROVIDE A MINIMUM OF 4" TOPSOIL IN LAWN AREAS AND 12" TOPSOIL IN
LANDSCAPE BEDS. ADD SOIL AMENDMENTS FOR OPTIMUM PLANT GROWTH.
ALL PARKING ISLAND GRADES SHALL HAVE A SIGNIFICANT CROWN.
5. ALL SHRUB PLANTING BEDS TO BE EDGED WITH COMMERCIAL GRADE VINYL
EDGING, "EDG-KING" BY OLY-OLA, OR APPROVED EQUAL, ANCHORED 4' O.C.
WITH METAL SPIKES.
7. SHREDDED HARDWOOD MULCH SHALL BE COLORED, RED CANYON BY
SYLVA, OR APPROVED EQUAL. SINGLE TREE AND SHRUB PLANTINGS SHALL
HAVE A 4" DEPTH SHREDDED HARDWOOD MULCH RING AROUND EACH BASE.
DECIDUOUS PLANT MATERIAL SHALL HAVE A MINIMUM 3' DIAMETER RING,
EVERGREEN PLANT MATERIAL SHALL HAVE A RING TO THE DRIP LINE.
S. EXISTING TREES AND SHRUBS, THROUGHOUT THE PROPERTY, SHALL BE
PRUNED TO REMOVE DEAD OR UNDESIRABLE LIMBS AND TO SHAPE PLANT FOR
DESIRABLE APPEARANCE AND COMPLETED BY A QUALIFIED INDIVIDUAL.
CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION AND DISPOSE OF ALL
REMOVALS OFF-SITE PER PROJECT IMPROVEMENTS.
9. CONTRACTOR TO WATER PLANT MATERIAL DURING INSTALLATION AND DURING
ESTABLISHMENT PERIOD. VOLUME OF WATER TO BE PER PLANT REQUIREMENT
FOR ESTABLISHMENT AND NORMAL GROWTH.
10. CONTRACTOR TO WARRANTY NEW PLANT MATERIAL FOR TWO -YEARS UPON
PROJECT COMPLETION AND OWNER'S ACCEPTANCE.
11. CONTRACTOR TO DISPOSE OF ALL REMOVALS OFF-SITE
M PLANT SCHEDULE
CODE
QTY
COMMON NAME/LATIN NAME
SIZE
ROOT
REMARKS
HL
52
THORNLESS HONEYLOCUST var. Inermus
2.5"
B&B
STRAIGHT LEADER
Gliditsia triacanthos 'Skycole'
CAL.
AND FULL CROWN
FA
49
FALLGOLD ASH
2.5"
B&B
STRAIGHT LEADER
Fraxinus nigra 'Fallgold'
CAL.
AND FULL CROWN
LL
33
LITTLELEAF LINDEN
2.5 11
B&B
STRAIGHT LEADER
_____j
Tilia cordata
CAL.
AND FULL CROWN
BS
64
BLACK HILLS SPRUCE
b
B&B
STRAIGHT LEADER
Picea glauca densata
HT.
AND FULL FORM
WIP
56
WHITE PINE
6'
B&B
STRAIGHT LEADER
Pinus strobus
HT.
AND FULL FORM
AM
92
AMURMAPLE
1.5"
B&B
STRAIGHT LEADER
Acer ginnala
UAL.
AND FULL C ROWN
SS
33
SPRING SNOW CRAB
2.5"
B&B
ISTRAIGHT LEADER
Malus 'Spring Snow'
CAL.
AND FULL CROWN
DBH
61
DWARF BUSH HONEYSUCKLE
5
POT
PLANT 4'-0" O.C.
Diervilla lonicera
GAL
SPACE EVENLY
AWS
78
ANTHONY WATERER SPIREA
5
B&B
PLANT S-10" O.C.
Spiraea x burnalcla 'Anthony Wa:erer'
GAL
SPACE E/ENLY
FOS
99
FAIRY QUEEN SPIREA
5
POT
PLANT S-10" O.C.
LE
Spiraea trilobata 'Fairy Queen'
GAL
SPACE EVENLY
MIS
105
EMERALD MOUND HONEYSUCKLE
5
POT
PLANT 4'-0-' O.C.
Lonicera xvlosteurn 'Emerald Mound'
GAL
I
I SPACE EVENLY
=PLANT LEGEND
0 OVERSTORY DECIDUDOUS TREE
0 ORNAMENTAL TREES
0 CONIFEROUS TREES
00 SHRUBS\PERENNIALS
POND EDGE/ WET SEED MIX- Mn/DOT 310
GENERAL TURF SEED MIX- Mn/DOT 250
(ALL DISTURBED AREAS NOT RECEIVING WET SEED
MIX)
QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE.
M (7) DBH 3 --(5) FA OVA CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN.
+ N ?")4
\C
<
(3) BH c0Q,
14) HL
(4) FA WLANDSCAPE REQUIREMENTS
(17) AM---, - - - - - - - (5) SS REQUIRED PROVIDED
STREET FRONTAGE: (900 L.F.)
DECIDUOUS TREE� (I TREE \ 3OLF) 30 30
- - - - - - - - - - - - - - - -
(7) DBH -- - - - - - - F - - - - - - - - - — I-
- - - - - - - - - - - (7) AWS (90OLF \30 = 30)
(9) HL -K; 0 NORTH PROPERTY LINE (BUFFERYARD D- 20' DEPTH)
=9 OVERSTORY TREE: (5 TREES / 100') 60 60
_5D_
UNDERSTORY/ 6' EVERGREEN TREE: (10 TREES / 100') 120 (60/60)120
(6) BS
WET SE SHRUB: (15 SHRUBS / 100') 180 180
MIX'
*0UTL0T*A.*
A 11111—
(7) AWS 0 SOUTH, EAST AND WEST PROPERTY LINE (BUFFERYARD B- 15' DEPTH)
2 OVERSTORY TREE: (2 TREES / 100') 76 76
it I I, // k� I I I I — UNDERSTORY/ 6' EVERGREEN TREE: (4 TREES 100') 132 (63/69)132
1 / I I I � I — H
If I I I I — SHRUB:(6 SHRUBS 100') 155 155
PROPOS�D POND 7) EMS
N"W CC =44 i.`b bU
'1- 00
HWL=946.00 �ILn
__96
�[)QC Q`F� E�ILSTIN,�;- - - 2
WETLAND
W + 1 (4) Al
NZ
ob�l
Z�/ n
+ T I i (6)
-960 - - - - - - - - - -
+ * I �, � 1; 1 .
(5) L
, V_�-Rrp
6) BS -3
CK e
(2) BS (11) FOS �(7) FOS (�7) FOS (7) FOS (7) EMS (7) EMS (7) E
(8) FAJ (2) BS] (7) FOS
(7) EMS--/' (10) WP
C. S, A, H. 18 LYMAN BLVD. (8) SS WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, 0 60 120 180
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
SCALE IN FEET
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
_____j
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Landscape
Architect under the laws of the State of Minnesota.
Scott A. Yonke
Date: Reg.No. 44107
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering a Surveying* Planning
Soll Testing e Environmental Services
www.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Location:
NW QUAD OF CSAH 18 & GALPIN BLVD.
CHANHASSEN.MN
Sheet Title:
Concept Landscape Plan
Date:
8-17-05
Sheet:
12of 13
SMI Project Number: 62641-047
= DECIDUOUS TREE = CONIFEROUS TREE = SHRUB
V
24
NOTE:
TWO ALTERNATE METHODS OF
TREE STAKING ARE ILLUSTRATED
NOTE:
THE HOLE FOR PLANTING MUST BE AT LEAST
TWICE THE WIDTH OF THE ROOT BALL
I
I I -) 1 r_1 L �, U 11 1 r\ M k, I %J r\ -) Ur' HUIA
TO STAKE TREES; HOWEVER, THE
CONTRACTOR IS RESPONSIBLE FOR
VAINTAINING TREES IN A PLUMB
POSITION THROUGHOUT THE
GUARANTEE PERIOD.
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING
PLACE ROOT COLLAR AT OR JUST
ABOVE FINISHED GRADE
DOUBLE STRAND 14 GA, WIRE —
3' @ 1200 INTERVALS (TYP.)
16" POLYPROPYLENE OR
POLYETHYLENE (40 MIL, 1-1/2"
WIDE STRAP TYP.)
TREE WRAP TO FIRST BRANCH
FLAGGING — ONE PER WIRE
ROOTBALL TO SIT ON SUBGRADE
MULCH — " DEEP SHREDDED BARK
(UNLESS NOTED OTHERWISE)
PLANTING SOIL — SEE SPEC.
TOPSOIL
SUBGRADE
2" X 2" X 24" WOOD STAKE SET
AT ANGLE
SOD
ALL TREES TO BE PLANTED WITH THE ROOT COLLAR
LEVEL OR SLIGHTLY ABOVE GRADE.
= STEEP SLOPE PLANTING
EXISTING GRADE
CUT AREA
PLANT ACCORDING TO
PLANTING DETAILS BELOW
AS APPLICABLE
BACKFILL AREA
NOTE:
1. EXTENDED EXCAVATION AND BACKFILL SOIL TO A
POINT DOWNSLOPE EQUAL TO OR LOWER IN ELEVATION THAN
THE BOTTOM OF THE HOLE DIRECTLY BENEATH THE PLANT
TO INSURE ADEQUATE DRAINAGE IN HEAVY SOILS. GRANULAR
SOIL MUST BE ADDED AS BACKFILL IN AREAS OF POOR DRAINAGE.
Revisions
Date: Description: By: Date: Description: By: Date: Description: By:
V
24
NOTES:
CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE.
NO MULCH TO BE IN CONTACT WITH TRUNK.
SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING.
TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED.
IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE
GUARANTEE PERIOD.
PLACE ROOT COLLAR AT OR JUST ABOVE FINISHED GRADE.
NOTE:
THE HOLE FOR PLANTING MUST BE AT LEAST
TWICE THE WIDTH OF THE ROOT BALL
ALL TREES TO BE PLANTED WITH THE ROOT COLLAR
LEVEL OR SLIGHTLY ABOVE GRADE.
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Landscape
Architect under the laws of the State of Minnesota.
Scott A. Yonke
Date: Reg. No. 44107
Designed By:
Drawn By:
Checked By:
E STRAND 14 GA. WIRE,
20- INTERVALS (TYP.)
)LYPROPYLENE OR
THYLENE (40 MIL,
11 WIDE STRAP TYP.)
STEEL STAKE
NG — ONE PER WIRE
ALL TO SIT ON
AIDE
— 4" DEPTH SHREDDED HARDWOOD
3S NOTED OTHERWISE) TO DRIPLINE
ING SOIL — SEE SPEC.
lIL
ADE
2" X 24" WOOD STAKE
T ANGLE
Schoell & Madson, Inc.
Engineering e Surveying* Planning
Soil Testing e Environmental Services
www. schoellmadson. cam
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
i all kilhi
NOTE:
THE HOLE FOR PLANTING MUST bF AT LEAST
TWICE THE WIDTH OF THE ROOT EIALL.
NOTE:
HAND LOOSEN ROOTS OF
CONTAINERIZED MATERIAL (TYP.)
SCARIFY BOTTOM AND SIDES OF
HOLE PRIOR TO PLANTING
PLACE ROOT COLLAR AT OR JUST
ABOVE FINISHED GRADE
SHRUBS TO SIT ON SUBGRADE
MULCH — 4" DEPTH SHREDDED HARDWOOD
(UNLESS NOTED OTHERWISE)
LANDSCAPE FABRIC — SEE SPEC.
PLANTING SOIL — SEE SPEC
EDGING
REFER TO PLAN FOR GROUND
COVER
SUBGRADE
CENTERING OF SHRUB IN BED
TO TAKE PRECEDENCE OVER
DIMENSION FROM EDGE.
ALL SHRUBS TO BE PLANTED WITH THE ROOT COLLAR
LEVEL OR SLIGHTLY ABOVE GRAD:-'.
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING- HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
Project Name/Location:
NW QUAD OF CSAH IS & GALPIN BLVD.
CHANHASSEN,MN
Date:
8-17-05
Sheet Title: Sheet:
Landscape Details 113of 13 -
SMI Project Number: 62641-047
a
FINAL PLANS FOR.
CHANHASSEN WEST USINESS PA K
CHANHASSEN, MINNESOTA
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR
LOCATION OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES,
MANHOLE, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING
THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN
DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER.
Date:
0
PREPARED FOR.
EDEN TRACE CORP.
STREET CONSTRUCTION, SANITARY SEWER,
WATERMAIN, AND STORM DRAINAGE
CITY PROJECT #05=15
--7
BiLgawoob
ke
Kk
�lg�-
a e
CHANHASSEN
2000 20,321
'ROJECT-
OCATION
LOCATION MAP
NO SCALE
I
SCHOELL & MADISON, INC.
ENGINEERS SURVEYORS * PLANNERS
www.schoellmadson.com
10580 Wayzata BoLievard, Suite 1 554 Third Street NW, Suite 100
Minneapolis, Minnesota 55305-1525 Elk River, Minnesota 55330-1409
phone: (952) 546-7601 - fax: (952) 546-9065 phone: (763) 241-0108 - fax: (952) 546-9065
SHEET INDEX
1 . TITLE SHEET
2. STREET CONSTRUCTION
3. SANITARY SEWER AND WATERMAIN
4. STORM SEWER 1
5. STORM SEWER 2
6. STORM SEWER 3
7. DETAILS 1
8. DETAILS 2
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
BY ME OR UNDER MY DIRECT SUPERVISION AND
THAT I AM A DULY REGISTERED PROFESSIONAL
ENGINEER UNDER THE LAWS OF THE STATE
OF MINNESOTA.
KENNETH ADOLF
DATE: 9-28-05 REG. NO. 12048
CITY OF CHANEHASSEN
RE D
_CEIV
SEP 3 0 2005
CHANHASSEN PLANNING DEPT
Sh"t
1 .8
SMI Project Number: 62641-047
61.3
4,
WEST EAST
ROW (i ROW
6' WIDE
SIDEWALK
BENCHMARK
I
1 2.00% 1 2.00% 1
P DA��UCWIT r)P�Zlf_'M P17P �B�618 CURB &
AVEMENT DESIGN PER
CITY STANDARDS GUTTER (TYP)
PUBLIC STREET - TYPICAL SECTION
NO SCALE
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation - 1027.4-4 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft* west of westerly edge of
bit, Golpin Blvd. and 39ft* NW of Power Palo.
T
00
V
Xtk
V1
L
121
A0
I I I I I I I I I I I I I I I I i
R%NI%N-U
I
NO
7'�
— I _� 1 -77
1�_ I — TF
'2+u%j
(P
(Z�
0
CW
In
e
0 50 100 150
E
SCALE IN FEET
S1
Elevation
= 970.48
feet (NGVD-1929).
-
_yT I
__T
�
T_:�-
4w����Z 1
I
I
i %U
....................
* .......... ..........
..............
..... * .........
* ..................
' ............................ ..........
LOW: POINT ELEV 957.99
* ..............
*
......
* .............
'',
.................
....................
...... ' ...... ' ...... ........ * ..............
:PROFILE kAL—
LOW: POINT ST� 6+04.�7
:HORIZ: 1'=50'
PVI STA = .6+04.57
VERT: 1:"=5'
PVI ELEV =� 957.59
......................................................................................................................................................
...................................................................................................
D. =:2.00
6d
9
........................................................................
0)
EXISTING
GROUND
K = 810.00
LO
C4
160.06' VC
C-4
+
0)
970
......... ......................
............................................................................................................
........................................
..............
........... 970 ............... ........... ............
..................................................................
LO n
.14-
u�
0)
r)
]PROPOSED:
CENTERLIN�E
'01) 06
:00
c6
GRADE
END
NSTRUCTION
STR�ET CONSTFUCTION
- + LO
0)
LO
5:
>
Lr)
..................
..............
CL
Q_
......
..... .........................
...............................................
....................................
....
..........................
......... .......................
U) Lii ........
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........................................
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>
-*Uu"o
M
960
007.
...............................................
......... .........
.........................................
.......
B. E. G. I. N. S. T. R.-E.E.T.
.......................
C. Q_ �N--SYRU- 6T I OJN
.............. ...... ........
7
T�rF��CJT6c�
&TA=0+48.9'7
.............................................................................................................................
WARNING
..... ....... ....... ...................
.........
............................................................................
................................
........... ................
I Mr-
UUNIRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
950
1701i
LOCATIONS:OF ALL UNDiRGROUND WiRES, CABLE4
..............
�ITS,-
PIPLE& - MANME)kES, -VALV6&, -GR-GTH6R .13URIED ....................................................................
........................................................
...........................................................................................................................................
STRUCTURES BCFORE DIGGING. HE SHAL1_ REPAIR 09
REPLACE TEiE ABOVE WOEN DAMAGEI] DURING
:N U`
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00 L0 00
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(D CD 't
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0 00
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r-
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(�o 6 Lf)
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...............................................................................
9+50
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3+00
2+50
2+00
1+50
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............................................
Revisions
Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 —Reg. No. 12048
Reviewed By: JERRY BACKMAN Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering *Surveying* Planning
WWWAchoellmademcorn
MW Wayzata Sodeval-4 Stits 1 &PA Third Street NW, Suite 100
Mh-mapok Minnesota 55305-1525 Fk Rver, Minnesota 55330-1409
phom (952) 546-7601 - fax (952) 50-9M phow (763) 2"M - fax- (952) 546-�
lclo*
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/LocatIon
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Sheet Tft
Publia Street Construction Plan
Date:
9-28-05
Sheet
2 8
Of
SW Project Number: 62641-047
T
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 —Reg. No. 12048
Reviewed By: JERRY BACKMAN Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering *Surveying* Planning
WWWAchoellmademcorn
MW Wayzata Sodeval-4 Stits 1 &PA Third Street NW, Suite 100
Mh-mapok Minnesota 55305-1525 Fk Rver, Minnesota 55330-1409
phom (952) 546-7601 - fax (952) 50-9M phow (763) 2"M - fax- (952) 546-�
lclo*
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/LocatIon
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
Sheet Tft
Publia Street Construction Plan
Date:
9-28-05
Sheet
2 8
Of
SW Project Number: 62641-047
T
f1 --::x6'" TEE 8--22.5- BEND CB 12 NT
ALVE VALVE 8" PLL
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END PUBLIC CONSTRUCTION S
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BENCHMARK
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945.00
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Revisions
Date: Description: By: Date: Description: By:
C"i
Ara T5 S
1 12"
1 6" C 35 X8
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1 948.18 W
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........... ... ��I"A=0+48.97
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0 0.40% PVC SDR35
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183 LF 8" PVC:SDR35 @:0.4w�*
9+bO Y+OU
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 —Reg. No. 12048
Reviewed By: JERRY BAC MAN Date: 9-28-05
Designed By:
Drawn By:
Checked By:
O+OU Z)+UU *-t-Z)U *-t-UU ID-11-Ou 0-ruU /__l DU Z__lUU I _lZ)U
Schoell & Madson, Inc.
Engineering o Surveying * Planning
WWWAchoeffmadamcom
MW Wayzata Boullevard, Suite 1 554 Third Street NW, Suite 100
Minneapolle Minnesota 55305-1525 Ek Fiver Urneeate. 55330-1409
phow (952) -946-7W - fax (962) U6 -9M phow (763) 241-M - far (952) 50-9M
Cwk-
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
-J-tou
Proiect Name/Locatim
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
8heet Tft
Public Sanitary and Watermaln
940
Date:
9-28-05
S!'"t
3 Of 8
SMI Project Number: 62641-047
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9+bO Y+OU
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 —Reg. No. 12048
Reviewed By: JERRY BAC MAN Date: 9-28-05
Designed By:
Drawn By:
Checked By:
O+OU Z)+UU *-t-Z)U *-t-UU ID-11-Ou 0-ruU /__l DU Z__lUU I _lZ)U
Schoell & Madson, Inc.
Engineering o Surveying * Planning
WWWAchoeffmadamcom
MW Wayzata Boullevard, Suite 1 554 Third Street NW, Suite 100
Minneapolle Minnesota 55305-1525 Ek Fiver Urneeate. 55330-1409
phow (952) -946-7W - fax (962) U6 -9M phow (763) 241-M - far (952) 50-9M
Cwk-
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
-J-tou
Proiect Name/Locatim
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
8heet Tft
Public Sanitary and Watermaln
940
Date:
9-28-05
S!'"t
3 Of 8
SMI Project Number: 62641-047
I
M
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SUB INV=94,3.21
END PUBLIC CONSTRUCTION
STMH 1-
5'-15" RCP 0 11.0%_��,V
SUB INV=950.05
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.... .... ...................
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Revisions
Date: Description: By: Date: Description: By:
a "Of
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adotf
Date: 9-28-05 —Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
F
=964
I
LEGEND
W
n
N
e
0 50 100 150
SCALE IN FEET
DENOTES
BOUNDARY LINE
0) r__
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—<<—
DENOTES
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Q0
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<—
DENOTES
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<—
a "Of
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adotf
Date: 9-28-05 —Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
F
=964
I
LEGEND
W
n
N
e
0 50 100 150
SCALE IN FEET
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation - 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDTr along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
blt� Galpin Blvd, and 39ft+ NW of Power Pole.
Elevation - 970.48 feet (NGVD-1929).
y
"-STj;�(� 6 -qb F
. . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . ........................... ... ........ ....... oc) ........................................ ......... :97.Q..
970 .......... ......
WZV) 1`0
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i�i �3: �W* : co ZWx
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+ to LO
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........ ......... .........
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'_"_�.6" S�NITARY S�RVICE WARNING
PRO\(IDE INSUL�TION BETW�EN 6 SANITARY SERVICE
SER\ACE PIPE AND 30" RCP THE CONTRAcTOR SHALL 6ONTACT ALL -PUBLIC LITILmEs
. ....... IkOR - LGCATIO�S � OF - ALL- U�10ERGROIJNLIS WIRES,- CABLES .....
....... \'1W. WATEWArIN ..... ................... : ......... ........ ......... ....... ......... :''
CONDUITS, PIFiES, MANHOL9S, VALVES, 6IR OTHER BURIED
LOWER �NDERNEAT6 PROPOSEb 30' RCP 6" WATER SERV�CE :STRUCTURES: BEFORE DIGDING. HE SEiALL REPAIR :OR
TO ACHIEVE 18" MINIMUM VERTICAL SEPARATION LOWE� UNDERN�ATH PROP�SED 24" �RCP REPLACE: THE ABOVE:WHEN DAMAI;ED DURING
TO ACHIEVE 18" MINIMUM VERTICAL SEPARATION: CONSTRUCTION AT'NO COST TO OWNER.
940
DENOTES
BOUNDARY LINE
0) r__
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. .. ....
DENOTES
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—<<—
DENOTES
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Fi
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PROPOSED SANITARY MANHOLE
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DENOTES
EXISTING HYDRANT
DENOTES
PROPOSED HYDRANT
DENOTES
PROPOSED GATE VALVE
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation - 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDTr along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located 14ft± west of westerly edge of
blt� Galpin Blvd, and 39ft+ NW of Power Pole.
Elevation - 970.48 feet (NGVD-1929).
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--------------
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........ ......... .........
950 ............. .... ......... ........... ...... ....... .........
'_"_�.6" S�NITARY S�RVICE WARNING
PRO\(IDE INSUL�TION BETW�EN 6 SANITARY SERVICE
SER\ACE PIPE AND 30" RCP THE CONTRAcTOR SHALL 6ONTACT ALL -PUBLIC LITILmEs
. ....... IkOR - LGCATIO�S � OF - ALL- U�10ERGROIJNLIS WIRES,- CABLES .....
....... \'1W. WATEWArIN ..... ................... : ......... ........ ......... ....... ......... :''
CONDUITS, PIFiES, MANHOL9S, VALVES, 6IR OTHER BURIED
LOWER �NDERNEAT6 PROPOSEb 30' RCP 6" WATER SERV�CE :STRUCTURES: BEFORE DIGDING. HE SEiALL REPAIR :OR
TO ACHIEVE 18" MINIMUM VERTICAL SEPARATION LOWE� UNDERN�ATH PROP�SED 24" �RCP REPLACE: THE ABOVE:WHEN DAMAI;ED DURING
TO ACHIEVE 18" MINIMUM VERTICAL SEPARATION: CONSTRUCTION AT'NO COST TO OWNER.
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FDesigned By:
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Checked By:
Schoell & Madson, Inc.
Engineering e Surveying e Planning
ww9choellmademcorn
VW Wayzata Bodevarcl, Suits 1 5M Third Street NW, Suits 100
Minneapok Mhnesota 55305-1525 Ek Rver Minnesota 55330-1409
ptow (952) 546--7601 - far (952) 546-9M phorw (763) 241 -ON - far (952) 546�
f7m
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN9 MN 55305
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Pr*ct Narne/Locafim-
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN,MN
Date:
9-28-05
1 9
Sheet Title- Shee-
Public Storm Sewer Plan 1 4 8
Of
SIVII Project Number: 62641-047
/,- r \ i /—\
INV=95C
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BOUNDARY LINE
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DATUAf ELEV
930.00
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation - 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation - 965.75 feet (NGVD-1929).
3. SMI Control monument #2 located l4ft* west of westerly edge of
bit Golpin Blvd, and 39ft+ NW of Power Pole.
Elevation - 970.48 feet (NGVD-1929).
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Revisions
Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 —Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
I Designed By:
I Drawn By:
I Checked By:
Schoell & Madson, Inc.
Engineering o Surveying o Planning
www.8choellmadson.coin
MW Wayzata Bodevarcl, Sufte 1 554 Third Street NW, Suite 100
Milirmpok Mininellota 55305-1525 Ek Fhw, Minnesota 5533D -AM
phone, (952) 546-7601 - fax- (952) 546-M phone; (763) 241 -OM - far (952) i"i�m
F8wi
L
92
In
R
L%
0 50 100 150
0
SCALE IN FEET
LEGEND
DENOTES
BOUNDARY LINE
MH DIAMETER
CASTING
DENOTES
EXISTING STORM SEWER
8'
DENOTES
PROPOSED STORM SEWER
I
DENOTES
EXISTING WATERMAN
3
DENOTES
PROPOSED WATERMAIN
NEENAH R-2561
4
DENOTES
EXISTING SANITARY SEWER
<—
DENOTES
PROPOSED SANITARY SEWER
4'
NEENAH R -3250—B
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 —Reg. No. 12048
Reviewed By: JERRY BACKMAN - Date: 9-28-05
I Designed By:
I Drawn By:
I Checked By:
Schoell & Madson, Inc.
Engineering o Surveying o Planning
www.8choellmadson.coin
MW Wayzata Bodevarcl, Sufte 1 554 Third Street NW, Suite 100
Milirmpok Mininellota 55305-1525 Ek Fhw, Minnesota 5533D -AM
phone, (952) 546-7601 - fax- (952) 546-M phone; (763) 241 -OM - far (952) i"i�m
F8wi
L
92
In
R
L%
0 50 100 150
0
SCALE IN FEET
LEGEND
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
STORM SEWER SCHEDULE
DENOTES
BOUNDARY LINE
MH DIAMETER
CASTING
DENOTES
EXISTING STORM SEWER
8'
DENOTES
PROPOSED STORM SEWER
I
DENOTES
EXISTING WATERMAN
3
DENOTES
PROPOSED WATERMAIN
NEENAH R-2561
4
DENOTES
EXISTING SANITARY SEWER
<—
DENOTES
PROPOSED SANITARY SEWER
4'
NEENAH R -3250—B
F
CBMH
DENOTES
PROPOSED BUILDING
6
DENOTES
EXISTING FES
4 40
DENOTES
PROPOSED FES/FES WITH RIPRAP
5'
DENOTES
EXISTING STORM MANHOLE/CB
STMH
DENOTES
PROPOSED STORM MANHOLE/CB
10
DENOTES
EXIST'ING SANITARY MANHOLE
NEENAH R-1733
DENOTES
PROPOSED SANITARY MANHOLE
4'
DENOTES
EXISTING HYDRANT
STMH
DENOTES
PROPOSED HYDRANT
56
DENOTES
PROPOSED GATE VALVE
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
STORM SEWER SCHEDULE
STRUCTURE
TYPE
MH DIAMETER
CASTING
1
STMH
8'
NEENAH R-1733
2
CBMH
7'
NEENAH R-2561
3
CBMH
7'
NEENAH R-2561
4
CBMH
8'
NEENAH R -3250—B
7
CB
4'
NEENAH R -3250—B
5
CBMH
5'
NEENAH R -3250—B
6
CBMH
5'
NEENAH R -3250—B
8
STMH
5'
NEENAH R-1733
9
STMH
4'
NEENAH R-1733
10
STMH
4'
NEENAH R-1733
58
STMH
4'
NEENAH R-1733
57
STMH
4'
NEENAH R-1733
56
STMH
4'
NEENAH R-1733
55
STMH
4'
NEENAH R-1733
54
STMH
4'
NEENAH R-1733
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project Name/Locatm-
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN,MN
Date:
9-28-05
Sheet Tft Sheet
Publlo Storm Sewor Plan 2 AS Of 8
SIVII Project Number: 62641-047
CONSTRUCTION NOTES:
1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT
DIMENSIONS AND LOCATIONS.
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL
EXISTING UTILITY LOCATIONS AND INVERTS, SHOWN OR NOT SHOWN. ANY
DISCREPANCY BETWEEN PLANS AND FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER IMMEDIATELY.
3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS
OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE
CONNECTIONS.
4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY
OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS.
5. STORM SEWER SHALL BE CLASS 5 RCP OR APPROVED EQUAL.
CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE.
CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED
EQUAL MANHOLES SHALL BE FOUR Fr. DIAMETER PRECAST REINFORCED
CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE
NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A
MAXIMUM OF 4 ADJUSTMENT RINGS.
6. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE
ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100%
STANDARD PROCTOR IN THE UPPER THREE FEET.
7. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES.
8. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO
WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY
LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL-FREE:
1-800-252-1166.
9. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE
SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING
DEPARTMENT.
10. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY
COMPANIES.
61
,t,b
N
e
0 50 100 150
LEGEND SCALE IN FEET
DENOTES EXIST'ING STORM SEWER
—<<— DENOTES PROPOSED STORM SEWER
DENOTES EXISTING WATERMAIN
I — DENOTES PROPOSED WATERMAIN
<— DENOTES EXISTING SANITARY SEWER
DENOTES PROPOSED SANITARY SEWER
DENOTES PROPOSED BUILDING
DENOTES EXISTING FES
A DENOTES PROPOSED FES/FES WITH RIPRAP
DENOTES EXISTING STORM MANHOLE/CB
DENOTES PROPOSED STORM MANHOLE/CB
0 DENOTES EXISTING SANITARY MANHOLE
DENOTES PROPOSED SANITARY MANHOLE
-0- DENOTES EXISTING HYDRANT
4- DENOTES PROPOSED HYDRANT
H DENOTES PROPOSED GATE VALVE
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation - 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation - 965.75 feet (NOVD-1929).
3. SMI Control monument #2 located 14ft± west of westedy edge of
bit Golpin Blvd. and 39ft± NW of Power Pole.
Elevation 111 970.48 feet (NGVD-1929).
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I I I . . . . . . . . . . . . . . . . . . . . . . . . I . I I I I . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I I I I I I I I . I . . . . I I I I . I I I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROrILE SCAL
PROR E SItALE
FfORIZ: 1 "=;=50' HORIZ: 1"=50'
0 OD �W'
�ERT: 1 59 rq 00 Co VE�T: 1 =5�
�Q I I I I I . I I I I I I I I I . I ... Sot ;D 40 1 1 1 1 1 1 1 1 . I I I I � ............................................................................... I .......... I . I I I . I I I I I I
.......................... Z (A
......................................................I . ...............................I ........................... 0.. so
414) 1`0 r-090 I LO r- r- LO LO
CA)
(D C� I I I r� LO I I I ro LO r- 0 ce
0 a Lo P0 LO t") to
co 1: U-) U) I 1 +06 * * +C64 � op't,
N 04 1 M 0 (0 1 1 It 14- in in in
C) rq LO 0)0) POLO U) in to LO
in in I + N 11) LO 0) G) 0
n 0) a) : com c6 c3: U-) Lin in M II II � 0) M CV) C14 M (y)
0 r� + 0 U-). I M 0) 0) 0) Cr) 0) 12 11 11 111 11 11 11
< > >
> I + in U) I (D 0) M I < 4 11 11 f__ I- �
0 0) (M I 1 7- 2 M > > I V) V) Of K Z M > > MM>
Fx k .... ..... U I .......... 7- >. >. > .................. ................. ................ ...................................................................................I
I
............. M >- Z Z I Fe K* I ......... I
in Fif K
....................................................I I. ......... .......
I I M > 1 0 1 CY
: 0 V) R K: I I I
L) V) E K : 7 1 1 0.
LO
U.) in
00 1 (M C�
M
n H 11 1 if)
............................... 9.6 Q ...............
............ ...... P" > .......... .......................... ............... ................. .................................................I . I I .................... ...............................................................................I
cri Z I I I I I I Z) >:
I I - ----------- � LO I I— Z.
U)
M
53'-241 RCP Z:) >
I I— Z
0 0.40%--,� V) —
. ................... I I ....... 2d — 151 RCF� ........................
......................................................I .. .......... .... I ....................................... ............. I I .................. .. J.5, .............. .............................................................I
I I I— ......... I
-597
I RCP 0 1.59 @:0.40%
44'— 15": RCP 7.
L
1:F' DIP 0 i 59% 8 PVC WARNING
THE CONTRAOTOR SHALL CONTACT ALL:PUBLIC UTI�TIES
...... ........
................ .............. MQ ............ ............ .......... ............... FOR- LE)CATIOAS- OF- ALL -6NDER0ROUNa -WIRES; -0ABLES; ...
......... ............. ............ ........ .............. ....
r1p -, I � ....... I ......... ......... 11 .......................
501—-1 84'-30 CP 1:2 DIP cbNDUITS, PIFEES, MANHOL9S, VALVES, 6R OTHER BURIED
..........
�Vc 1 07T.. 0 0.40% 12" DIP :STRUCTURES: BEFORE DIGDING. HE SELALL REPAIR:OR
DIP REPLACE: THE ABOVE:WHEN DAMAGED DURING:
12" :DIP 127 8" PVC
CONSTRUC70N Ni':NO COST TO OWNER.
................................................I ..........................................I I .............................................................I
...................................................................................I ................ I .........
...........................................................................................................................................................................................................................................I ......... ...........................................................................I
Revisions
Date: Description: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 —Reg. No. 12048
L_�eytewed By: JERRY BACKMAN - Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering *Surveying* Planning
WWWAchoeRnadsoncorn
MW Wayzata BoUevarct Sufle 1 554 Third Street NW, Stste 100
Minneapole Mirriesota 55305-1525 Ek fiver Minnesota 55330-1409
phom- (952) 546-7601 - far. (952) 546-9065 phone, (763) 2,0-= - far (952) 546-9M
=a. -
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Profect Narne/Locatlorv-
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN,MN
Date:
9-28-05
Sheet Tffie: Shleet
Public Storm 89wor Plan 3
6 8
Of
SIVII Project Number: 62641-047
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 —Reg. No. 12048
L_�eytewed By: JERRY BACKMAN - Date: 9-28-05
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering *Surveying* Planning
WWWAchoeRnadsoncorn
MW Wayzata BoUevarct Sufle 1 554 Third Street NW, Stste 100
Minneapole Mirriesota 55305-1525 Ek fiver Minnesota 55330-1409
phom- (952) 546-7601 - far. (952) 546-9065 phone, (763) 2,0-= - far (952) 546-9M
=a. -
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Profect Narne/Locatlorv-
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN,MN
Date:
9-28-05
Sheet Tffie: Shleet
Public Storm 89wor Plan 3
6 8
Of
SIVII Project Number: 62641-047
lik
FILTER FABRIC
6' MINIMUM DEPTH
1' 2' WASHED
OSSo - to"
7W,!\000
yo
18* MINIMUM CUT OFF E
3ERM
TO MINIMIZE RUNOFF FROM SITE
NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK
To
STOP MUD MIGRATION THROUGH ROCK.
ROCK
..C� 01.
crTy OF
MANHASSIN
n"'MZ.;
5304
Manhole Costing and Adjusting
Ring (Sm Plate 2110)
Provide I&I Barrier on oil sanitary
So.of manhole(see plate 2109)
Manhole steps, Neenah R1981J
or Aluminum, 16' on center.
10 Steps Shall be on Downstream
Side Unless Pipe Diameter is
18' or Larger
Al joints m manhole to haw
"0' ring rubbe, gaskets.
A Maximum of 2 Short Manhole
Rlsws to be Used Directly
Below Cone Section
with inside face of �.11.
57 Pipe shall be cut cut flush
Precast Invents Must be 1/2 of
Pipe Diameter and Benches
Sloped 2- T ... rd the invert
/W.I.ur, thicluress of procast base Is
6" for 140 deep or ess. and increases
im in thickness for every 4' of depth
greater than 14'.
NOTE:
1. K.r-n-seol manhole or equal considered acceptable olternate.
I All dog houses shall be grouted on Inside and outside.
3. ft. the manhole or catch basn structure is
outside the traveled roadway a witness post and sign
shall be installed next to the manhole. constructed
SECTION
CITY OF STANDIIAJID
MANBASSEN
1-04
x1n.
;i -97
Note:
Silt fence per MNDCT
specifications, source 2000,
machine sliced woven
monofilament, 36"wide fostered
osts; with 3(501b) tew
steel T -P
strength Mastic zip ties per
T -Post. (Machine sficed)
F Posts 24' in ground
ilti, e
Note:
Type 2 silt fence is the some as ti� I with hey bales installed as per detall
Type 2 to be used to protect all weldands.
3rr
I/rr
No Scois
Ilo 3 C It
G'x Lohle -Y
Wre M
4 knos 5 bons Incidental to oprox,
5' WIN. Trarniftion
P.C.
Cob will Gabon
Zip Ties
I A
r
6, Canc. conar
EROSION CONTROL
8618 CURB
'I
FENCE - TYPE
Z
0
Ft
cl�
SURMOUNTABLE
CrrY OF
[TRAN!i-nDN CURB & GUTTER
zi� I� 0
so
Can A
In Expansion Joint (typ)�
X?c
P-1
X
0
CBANBASSEN
TYPICAL COLLECTOR RADIUS
2- 9
X
Z
W
Do
CNrb and Gutter
'NIN
A. ;.wx.
< X
OF aa
0
BrAw*�
7"
M
6" Shoe Formed
All Joints In manhole to haw
NOTES:
CrFY OF
1. Steps shall be provided In al catch booln/manholes and stonfln sionfer manholes.
IINDOT Bole 00NC. c & a
02,112ASSEN
4 TYWP.
SURMOUNTABLE C A 0
Propped concrets section
0
0
CrTY OF
C. -.1.3
51
:D % M
Ur) X
1. Doghwass shall be grouted an
1 -W
MA7
::a.: 34041
2.
----------------
2. No block structures are allowed
WH
IR
2E
Newnan R19MJ Or
it
ILL] 0
=) , W
10
approved
M.9
Xvpi S'L
dep th. Increase thickness, I' for
1p r
4! of depth gre
.111h oder than 14'.
and reinforce with 6"A" 10,10 meoh.
Grout bottom Of manhole to 1/2
SECTION
diameter and dope
zc
V)
grout 2" Invort.
CITY OF
a �f,% )AIM.
ffixw 3W.
Ir5p
C,%- t:
1-W
q-�
V) P
Z
sc B
a!
<
P
05-
so
aiga
!�v
iv,
0<<C)
WX2
Z
<
iR`
� A P�
IE
0 '1-
8v�el
n �
F'. '� - �!
0' -I
-�Q Ed
5
�Z-
010,
�49466
!1,
MP P
x.<
'no
MW 0
g:j
Z
EMS
Qc� aa�5;
P<W
WMEWOF-M
�35W
CITY OF
MAIAN'
wmanq�f-�701.
-03. 4
1�
20l.
2-911
R.A71.' :S). 4
.004
Note:
Silt fence per MNDCT
specifications, source 2000,
machine sliced woven
monofilament, 36"wide fostered
osts; with 3(501b) tew
steel T -P
strength Mastic zip ties per
T -Post. (Machine sficed)
F Posts 24' in ground
ilti, e
Note:
Type 2 silt fence is the some as ti� I with hey bales installed as per detall
Type 2 to be used to protect all weldands.
w.
3rr
I/rr
No Scois
Ilo 3 C It
G'x Lohle -Y
Wre M
4 knos 5 bons Incidental to oprox,
5' WIN. Trarniftion
P.C.
Cob will Gabon
Zip Ties
I A
r
6, Canc. conar
EROSION CONTROL
8618 CURB
'I
FENCE - TYPE
9
cl�
SURMOUNTABLE
CrrY OF
[TRAN!i-nDN CURB & GUTTER
Prkig Lots, or Modars.
so
Can A
In Expansion Joint (typ)�
I
TYPICAL RESIDENTIAL RADIUS - 20'
CBANBASSEN
TYPICAL COLLECTOR RADIUS
2- 9
1� A
SURMOUNTABLE
5300
CNrb and Gutter
ne
A. ;.wx.
I A
w.
3rr
I/rr
No Scois
Ilo 3 C It
G'x Lohle -Y
Wre M
4 knos 5 bons Incidental to oprox,
5' WIN. Trarniftion
P.C.
Cob will Gabon
grate or equal.
I A
Top Bliuminaus Material
6, Canc. conar
Is CATCH BASIN IN RADIUS
8618 CURB
'I
IN,
& GUTTER
cl�
SURMOUNTABLE
Far Use Only with Private Drivwwaya,
[TRAN!i-nDN CURB & GUTTER
Prkig Lots, or Modars.
so
Can A
In Expansion Joint (typ)�
I
TYPICAL RESIDENTIAL RADIUS - 20'
Top Bituminous Material
TYPICAL COLLECTOR RADIUS
2 Contraction Joints Shall be �/3 the Depth of Slob.
�-i * I - ��
flit
SURMOUNTABLE
r
i T -r
CNrb and Gutter
ne
A. ;.wx.
I A
Dghowses shall be
BrAw*�
7"
M
6" Shoe Formed
All Joints In manhole to haw
NOTES:
CrFY OF
1. Steps shall be provided In al catch booln/manholes and stonfln sionfer manholes.
IINDOT Bole 00NC. c & a
02,112ASSEN
4 TYWP.
SURMOUNTABLE C A 0
Propped concrets section
SECTION A -A
CITY OF
CrTY OF
C. -.1.3
51
SANBASSIN
1. Doghwass shall be grouted an
1 -W
MA7
::a.: 34041
both the Outside and inside.
DROP UD 7.5' Minimum cow reciumoc!
No. OW over top of water main.
9 =Oiisr hic, H-10361
Biblay-Ste-Croix No. B-5160 PROVIDE VALVE STEM RISERS
TO WITHIN G" OF THE SURFACE
IF THE DISTANCE FROM
THE TOP NUT OF THE VALVE To
THE SURFACE is GREATER THAN W.
Grade
TOP Adjust top to 3/4' below
on' No, SWO 26* gmxk Box to be set to
No. H-10361 25' provide 12" of adjustment
sil-wSto-Crohx No. VB502 27'
BL
Tyler No. ISM
Mueller No. H-10357
EXTENSION Blbby-Ste-Crcix B -50M
Tyler No, 58 14' Gate val" ppx� orm typo,
B.
1 hok size
No. 59 3 Place. 5 1/4
No. 60 24' G bOY, 7--G extended.
M.eller No. 58 14 #5 round base
No. 59 20
%bbrSteCroIx
9. /4�
No. 57
0 GATE VALVE ADAPTER:' 1
14" STEEL NTH PROTECTIVE
VS521 No. 58
V]3522 No. 59 20" COATING, 1/2- RUBBER
VI3523 No. 60 26" GASKET INSTALLED BETWEEN
THE GATE VALVE AND
GATE VALVE ADAPTER.
BOTTOM
No- 6860 65
TYIer
Mu
eller No. H-10361 65'
Ellboy-Ste-Cmix, No. VB516 60'
Roodilant Wedge Val"
0 wre
plastic wrapped Pon C-515-80 standords
sm al stowo� wood
BASE we' Auto it beft
Ilan 2.03o
Valve and Box It b Conforming to AWWA
18*Xl8'X8' concrete block
CITY OF
AND BOX
C3,112ASS21 �%%'
Rr.MZ-. 2-071-025.1-04 W'71- PlAn=!
"a'
Revisions
Date: Description: By: Date: Description: By:
Or OF
COMPACTED SAM SENEIR
TFUNIST1,21 TO sl�ECIFIED ONE Pre LBWM
sam"
AS REOURED, ITIN WOMA LUSS
WATERMAIN UNDER STORM SEWER
a Is..
CrTY OF
GBANBASSEN
KATI -M.:
- -------------
!-i' :=�
NOTE:
Surmountable Curb & Gutter to be Ironsitioned
Into a M18 type at catchbooln.
Catchbosin Frome & Grote
Neenah R -3290-L Or equal
with L Grate
A-
A,
surm" ntab
Curb Q%rConarwits,
2 #4-W Long
Robars Eoch way
5. MK ThInducen
Top of
Curb
Catchloasin to be depressed 2�'
below dedgin gutter line grade.
ISOMETRIC
3rr
I/rr
No Scois
Ilo 3 C It
G'x Lohle -Y
Wre M
4 knos 5 bons Incidental to oprox,
5' WIN. Trarniftion
No Sods
Cob will Gabon
grate or equal.
I A
Top Bliuminaus Material
6, Canc. conar
MnDOT B612
Bituminous
Concrete Dab and Gutter
IN,
NOTE-
-
Far Use Only with Private Drivwwaya,
precast
Prkig Lots, or Modars.
so
Can A
In Expansion Joint (typ)�
Mm Spacing
Valley Gutter 0 S'
-1 �16=-Lf
Or OF
COMPACTED SAM SENEIR
TFUNIST1,21 TO sl�ECIFIED ONE Pre LBWM
sam"
AS REOURED, ITIN WOMA LUSS
WATERMAIN UNDER STORM SEWER
a Is..
CrTY OF
GBANBASSEN
KATI -M.:
- -------------
!-i' :=�
NOTE:
Surmountable Curb & Gutter to be Ironsitioned
Into a M18 type at catchbooln.
Catchbosin Frome & Grote
Neenah R -3290-L Or equal
with L Grate
A-
A,
surm" ntab
Curb Q%rConarwits,
2 #4-W Long
Robars Eoch way
5. MK ThInducen
Top of
Curb
Catchloasin to be depressed 2�'
below dedgin gutter line grade.
ISOMETRIC
3rr
I/rr
No Scois
Ilo 3 C It
G'x Lohle -Y
Wre M
4 knos 5 bons Incidental to oprox,
5' WIN. Trarniftion
No Sods
Cob will Gabon
Design gutter Ilne 2 - #4-60- LONG
Frains & Casting Robore Each way
grade
SFC110N A -A
No Scale
CrrY OF
CUNBASSIN
i%� CATC� i
NOTES:
1. Qwhe is be . In (2) PECIES
Z All oNd be
==M-Dr�
MELD
S. Delol �A
F"M
I/4'X1* FIAT STIL
0-13 UNC.
10L losses
slos! losses Val,
Nuts, ond 11oho,s
smas. InAm
DETAIL A -A
1
NOTES,
POO boddho on bel" Won a ones sees.
CrFY OF
C04.7140:.
MANSASSIX
!�An*%'o.!
29*11 34.09
�' 40 3
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed By: JERRY BACKMAN Date: 9-28-05
Designed By:
Drawn By:
Checked By:
we
. -
Dworso to f. yorkible
1/rr
3rr
I/rr
Top sioundowe - -
Ilo 3 C It
G'x Lohle -Y
Wre M
4 knos 5 bons Incidental to oprox,
MnDOT B618
No Sods
Cob will Gabon
grate or equal.
I A
Top Bliuminaus Material
6, Canc. conar
MnDOT B612
Bituminous
Concrete Dab and Gutter
IN,
NOTE-
-
Far Use Only with Private Drivwwaya,
precast
Prkig Lots, or Modars.
so
Can A
In Expansion Joint (typ)�
Mm Spacing
Valley Gutter 0 S'
-1 �16=-Lf
Top Bituminous Material
t'
2 Contraction Joints Shall be �/3 the Depth of Slob.
�-i * I - ��
flit
SURMOUNTABLE
r
i T -r
CNrb and Gutter
17 IA! J 10 IffJ
A. ;.wx.
I r
Dghowses shall be
BrAw*�
Bituminous Curb
ul SAI� .
6" Shoe Formed
All Joints In manhole to haw
NOTES:
CrFY OF
1. Steps shall be provided In al catch booln/manholes and stonfln sionfer manholes.
1141.3
02,112ASSEN
4 TYWP.
C No wood whims ore permitted In the odjusting rings.
Propped concrets section
CITY OF
NOTES:
SANBASSIN
51
'V=l�393 5ZO3
2ex36' slob oponling for Neenah
R3290 -L Or equal
I
Is"
i
I
NOTE L grate shown
G'x Lohle -Y
Wre M
4 knos 5 bons Incidental to oprox,
Neench R3290 -L casting and
No Sods
24' REST TIAL
grate or equal.
I A
Minimum of 2 maximurn of 5--2'
6, Canc. conar
concrete ad)jwtmwt rings with full
Bituminous
bode of mortar.
maximum of 2
conmrste odju ent
24! x 3r
Vol
rings allo th I
precast
15' precast reinforced concisto dab
so
Can A
In Expansion Joint (typ)�
Mm Spacing
Valley Gutter 0 S'
No Scale
NOTE -
1. Reinforce Vallov Gutter and Triangular Sections with 0" x 6* #5 Welded Wks Mosh.
2 Contraction Joints Shall be �/3 the Depth of Slob.
Top of barrel section under top slab
Street Paving Section.
CITY OF
..........
120 10aft p ed with
A. ;.wx.
ir
Dghowses shall be
l= Rtoo Ywwkg:r equal.
J
�An.
0*1
All Joints In manhole to haw
NOTES:
Vor se
1. Steps shall be provided In al catch booln/manholes and stonfln sionfer manholes.
'0' ring rubber gooket,
3. No block structures are allowed.
4 TYWP.
C No wood whims ore permitted In the odjusting rings.
Propped concrets section
CITY OF
NOTES:
SANBASSIN
51
1. Doghwass shall be grouted an
X;n.
MA7
::a.: 34041
both the Outside and inside.
----------------
2. No block structures are allowed
Newnan R19MJ Or
equal. i6en. Aluminum stem
approved
Minimum siab thickness. 6' for 14'
dep th. Increase thickness, I' for
1p r
4! of depth gre
.111h oder than 14'.
and reinforce with 6"A" 10,10 meoh.
Grout bottom Of manhole to 1/2
SECTION
diameter and dope
grout 2" Invort.
CITY OF
a �f,% )AIM.
C2,11BASS21
C,%- t:
1-W
3402
Schoell & Madson, Inc.
Engineering *Surveyingo, Planning
iiininiiiecithoelimadsoncom
1 10580 Wayzata Boulevard, Suite 1 554 Third Street NW, Suite 1100
Minneapolis, Wrilriesota 55305-1525 Ek River, Minnesota 55330-1409
photo (952) 546-7W - fax: (952) 546-9M phone.- (763) 24MO8 - fax: (952) 546-9065
See City Plate No, 3107 for rlpraip plocervent.
6;07-0; blo-lt- Giwwrf,
all Install at
from top or bottom
of Pipe.
ProAd 3 anchor do to fastean
Trash %ord to Flared EnJ Section.
Hot d1p gadvointre after fabrication.
And,or bath sides.
ISOMETRIC TRASH GUARD S123NG
Bars H. Botts
1 - 3,(4-0 4- 0/0-
"422' 1 0 6' ?14'
48'-7r 1 1/4-0 12* 1
NOTES:
1. AA Reinforced Cartcrote Aprorns shall be furnished and InstAled with Trosh Guards.
Z All new Reinforced Concrate Aproris an new pipe shall be tied back 3 pipe
length* back from opron.
I All new Reinforced Cancret, Apraxne on @xlwUng pipe shall be tied to the first
Mp* adjacent to the opron.
CITY OF
02,112ASS81
3108
3/4' per foot
Is"
M::_
Walaked 7 1/2" Cmarwt- paw-ment
G'x Lohle -Y
Wre M
4 knos 5 bons Incidental to oprox,
SECTION A -A
No Sods
24' REST TIAL
28, ERCIAL
I A
Rwirt--cf-way
- .. - -- - - -
BOIS ttw"�7 B618 Curb & Gutter
Top Of Curb
Bituminous
I Vanilla
a I
maximum of 2
conmrste odju ent
24! x 3r
Vol
rings allo th I
precast
minimum
so
Can A
In Expansion Joint (typ)�
Mm Spacing
Valley Gutter 0 S'
No Scale
NOTE -
1. Reinforce Vallov Gutter and Triangular Sections with 0" x 6* #5 Welded Wks Mosh.
2 Contraction Joints Shall be �/3 the Depth of Slob.
& Bituminous Paving Section to the Right -of -Way Is the Same ano
Street Paving Section.
CITY OF
..........
C2,118ASSIX
A. ;.wx.
ir
Dghowses shall be
R'.=.2-99 2-01
WM--
�An.
0*1
3' 0'
mom,
L Grate Shown
Face of Curb -7
Direction of Flow
PLAN
Catchbasin posting
a..
co""
8'"113:7
rd Neenah
OR 29t!t! or equal
3
Craft to be r balm
3" rodi curb bm
2203
F=wch
dds of catchbown.
Precast concrete cr
HOPE adjusting rings.
Top Of Curb
Minimum of - L
I Vanilla
a I
maximum of 2
conmrste odju ent
24! x 3r
Vol
rings allo th I
precast
minimum
to 1/2' oll or
between each and a
S" thick concirato collar
an the Outside.
ir
Dghowses shall be
both the
KX=dwtol SECTION
NOTES:
1. Steps shall be provided In al catch booln/manholes and stonfln sionfer manholes.
2. Casting to be totally oncosed! In concrete curb section.
3. No block structures are allowed.
C No wood whims ore permitted In the odjusting rings.
CITY OF
4�tp#'
�AAII.
SANBASSIN
litma 1 -00, 1-03
X;n.
MA7
::a.: 34041
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
PIL CL PL
W ---
Illir to Face 18' to
A�t
Wear Causes to be 1/2 -
Above Edge of Gutter
&OX
4- Tomoll. Seed
& Mulch or Sod.
B-618 Concrete
1.5 1
2-MNDOT 23W MVWERW358
2-MNDOT 2350 MVNW350358
2 1/2--MNDOT 2350 MVNW35D35B
12"-Clows 5 Aggregate Base. 100% Crushed
247 MNDOT 3149.29 Select
Graflular Borrow (Ses Note 7)
Took Coat - 2357
Tock Cad - 2357
NOTES
1. Right -of -Way Required - 60'.
2. Maximum ~ grade 7.0%
3. Minimum stroort grade O.75X
4. 4,0' Topeoll placed in clisburbed arece.
5. 2 Rollo sod behind curb.
6. The bituminous wool g surface Wnall be placed the next construction
waskin following placement of the bituminous base
7. A test roll of the prepared subgrade "I be performed by the owner
In the presence of a city inspector. The city has the authority to require
additional subgrGde correction or to reduce the requirement of 24! MNDQT
Soled Granular Borrow to !2" bamA upxx, the exAf of the tort To&
CITY OF
CRANHASSEN
a..
co""
8'"113:7
ft-jr),2� .2-0% 1-03
-l'
Ip"
RAM' ::04
--a
a '2
Hsi
Natural ground alft
NOTE
The Bottom of the Trench Shall be
Shaped
to Fit the Plin Barrel for at Least 50111 at
the Outside Diameter.
CrrY OF
MAYBASSIN "0") 8""'
PC!' PA DIS
RAI� :Z4 !t
n-1,19 =2
r 'AK . . . . . . . . . . . .
�FEmbeciInsnt
+ .
+++.+.+ + + + + + + + + Ale Material
. . . ... + +AF
+AEF er, p Depth
In to (typ.)
+ +
al .. . . . .
+ + +
. . . ;iF
IS' Pay Depth
InCIM No to trip. on
1 10' 1
FIM51 )
Ids
%�Iiroltrpw
1. A solle Engineer well be squlh to determine the depth of the Pipe foundation
embed ent material N needed. Pipe foundation materld Fhall be In accordance,
with MNOOT 3149.2H course filter ago -gate.
NOTES: -
2. P.V.C. beddInS @had be MND0T 3149.29 oowx� �,rrz �� 10(6�
pawing a 3/4' sleve. onel less than 10% pawing a NO. 2OV -a-
& A.B.S. bodding.shall be MNDOT 3149.2A adopt granular borrow, with IOUX
passing a 3/4 sleve and less than 2OX posting a NO. 200 slow,
CFTY OF
C8,118ASS2
2203
Pr*d NarrialLoCaborl:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN,MN
9-28-05
Sheet Title-. Sheet
Dotalle I
7 Of 8
A Exposed AaWs Romp
Surface. at Epoxy
Glue Aggregate.
0 0
..Mo .0..
.0
0 . .0
0. 0. 'E 0
0 0 o 0 i
00. 0 . 0 Z
0 . 0 0. o' -1 E
;-C GO
A
NCII !!qft0pa
Ill doll 10:1
11fop of 01b7 7 5' 4'
6' 5'
r 6,
5. 8' 7'
verb@ 9, -8,
- 10' 9'
SLOM0113--a --
Notp All Pedestrian Romps
t -e carIcrete.
LL
1 1-6' Concrete
L -r am 5 Base
SIFICTIOU A -A L.'t -8: ��,�Exparsslw Joint
NCTES`*
In Lieu of the Abow, Treatmen% the Contractor at His Option, After Normal Concrete
Moy Embed Ag=to, Mosting the RoWiremeate of Spoc. 313n CA -70
100% of the 1/2' to 3/8' In SI In the Grown Concrete. The
Embedded Aggregate Shall Protrude at Loost 3/16' Abowt the Poncrels Sinrloca. 'rho
Exposed Aggregate may be Lightly Rimsed to Wadi Mortar off of IL
N CrTY OF ptv
MANBASSEN C%A.4-3 -.4 -1 to
�;,ARRIER` INNER -
RING SEAL
ACTURED
A F PRODUCTS'
PRE -A7 BILOCK. OR 7
unc� -,E CONE
CD, -
,-Mwhole Frame and Cover
HOPE OR
PRECAST CONCRETE
ADJUSTING RINGS
27- MASTIC SEAL
L
ass
ace
44r
NOTES:
1. TRIM TOP OF SE06L TO 1' ABOVE TOP OF RINGS,
CA�7;iG SHOULD HM REST ON SEAL
2. PLACE 'WASTC' ON TOP OF CONE SECTION AND EIENEAr'1 SEAL
3. NOT TO BE USED WHEN THEM ARE MORE THAN 5 RINGS OR NO RINGS.
& CON71ZIC'FOR SMALL INSTALL THE SEALS. THEN CONTACT THE CITY
U71U!- SUPERINTENDENT FOR INSPECTION AT (952) 227-IZOI
I & I
BARRIER
2109
SEDIMENT TRAP AS MANUFACTURED BY
WIMCO,LLC.SHAKOPEE, MN.
MODEL#CG23
see
y
.A.
NOTE:
clean filter media after each rain event and replace if filter is clogged wth
sediment
Remove debris/sediment from receptacle after each rain evert.
CrT-Y OF CATCH BASIN
CZANBASSIS SEDIMENT TRAP
R�SFO: - DAM: 1-04 P�7 NO,: 5302A
RTNME793-5302A
PL
NOTES:
1. TYPICAL V THICK CONCRETE SIDEWALK.
2. USE 7 Y12* THICK FOR COMMERICAL DRIVEWAY CROSSING,
I JOINT ACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 1DO'
INTERVALS AND WHEN ABUTTING ENISTING CONCRETE OR STRUCTURE.
CITY OF
MANBASSEN
P
0.7r
precast concrete or
HOPE adjusting rings.
1.5* BIT. WEAR
Y
-�-r BIT BASE
NEE14NAN-1979-0207 %TH
BEND/TEE
r WIN. RISE OR
HOPE OR
APPROVED EQUAL
I
PRECAST CONCRETE
T27COLLAR
to how flat dge seded with
ADJUSTING RINGS
Rings shall be set on ABS
2 boods of lit"ek or eclual,
sealant or approved equal-
6 THICK CONCRETE
All joint, In manincle to ham
W
a-
NOIIE- 2-fWX DOVER RISER RINGS ARE NOT ALLOWED.
BIT. WEAR COURSE ADJ. DETAIL
CASTING SHALL BE NEEN 642 OR
Preece concrets section
&PAND SHALL INM&SV SEALING
VANO SEE CHART
UID6 STAMPMEID SANI Y SEWER OR
2'-8"
STORM SEWER AS APPIR ATE WITH TWO
oclud. 16* oc.. Aluminixm at"
CONCEALED PICK HOLES
BIT. BASE
approwel.
OR BINDER
MEN. (?,.-2- AND
') ADJ. RINGS
HOPE OR
3-4 "ADJ. RINGS
PRECAST CONCRETE
iWIT Ox)
ADJUSTING RINGS
zr
No block rtructerse " allowed.
X
6' THICK CONCRETE
COLLAR
BIT. BASE OR BINDER COURSE ADJ. DETAIL
2' -fl'
1111111' WA
T�
DOWN SM SET
�=RZ
WMAM
" IMII6
=th-
4� of depth ~er than 14',
AS
A!S1E
'W was
and reinforce, with 11 10/10 mesh.
V-10'
V -S"
T -d'
30'
-
1,25-
9,-3,
6,-G"
1 2.0- 1 2- RISE 1
0.75'
)iv"
1 2.5- 1 Z- R15E 1
0 Z;E
NCTES:'
1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4- TO 11r
MORTAR.
2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED
BY LADTECH INC. OR APPROVED EQUAL
CITY OF
I.IAN'l 40:1:
08AWBASSIX
C 1%8�:Na A011)
1111 '0011 -04
1
11.1r. ME M72 1-1
P
24'x36' " opening far Neenah
R3290. -L or owd
NOTE- L grate shown
Neenah R3290 -L existing and
grate or equal.
Minimum of 2 maximum of 5
r Rafte ELAU concrete ent rings with full
n bads of
-1
x
precast concrete or
HOPE adjusting rings.
vorkiw.-43' Mini-
Y
G' precast reinforced concrete slob.
45* BEND 190*
BEND/TEE
SIZE
Top of ba, section loolow top slab
D1
82
to how flat dge seded with
E13
D3
2 boods of lit"ek or eclual,
V-5'
varke
All joint, In manincle to ham
W
*Or ring rubber ficakets.
V-0 TW
ar
Preece concrets section
1'-5'
f -l"
�-Mcnhol* *Up*, Neenah R1WJ ar
2'-8"
me
oclud. 16* oc.. Aluminixm at"
ciffoAA Ass ItApasif - =L@s/MV
V-10'
approwel.
2'-0'
C -S"
-:sholl be an both
16*
3'-0"
d*. and In.,ruted
NOTE..
STANDARD CUL-DE-SAC
3'-0-
No block rtructerse " allowed.
X
to
Minimum Slob thickness. 6" for 14!
2' -fl'
1111111' WA
Increase thickness I' for
WMAM
" IMII6
=th-
4� of depth ~er than 14',
MAIA. W
'W was
and reinforce, with 11 10/10 mesh.
V-10'
V -S"
T -d'
30'
-
CFIFY OF
9,-3,
6,-G"
IT -0,
MUMMY
)iv"
C
24'x36' " opening far Neenah
R3290. -L or owd
NOTE- L grate shown
Neenah R3290 -L existing and
grate or equal.
Minimum of 2 maximum of 5
r Rafte ELAU concrete ent rings with full
n bads of
-1
SECTION No droli holes
("A"
Crr'Y OF C."
CURBASS91
I
NOTES -
1. Shape of tock of buttress
may vary as long as pours
against firm undisturbed
earth.
2. Dimension Cl,C2.C3 should
be lar' � enough to make
Im9ple 1 equal to or forger
than 45.
3. Dimension AIA,A3 should
be as I.% as possible
without In erferIng olth
MJ >Olts.
4. 0 = 45* Minimum.
5. Place polyethylene betweer)
concrete & pipe.
6. All bends & fittings shall
be restrained with Megalugs,
thrust restraints or equol
BUTTRESS DIMENSIONS
precast concrete or
HOPE adjusting rings.
vorkiw.-43' Mini-
V
G' precast reinforced concrete slob.
45* BEND 190*
BEND/TEE
SIZE
Top of ba, section loolow top slab
D1
82
to how flat dge seded with
E13
D3
2 boods of lit"ek or eclual,
V-5'
varke
All joint, In manincle to ham
V-5-
*Or ring rubber ficakets.
V-0 TW
ar
Preece concrets section
1'-5'
f -l"
�-Mcnhol* *Up*, Neenah R1WJ ar
2'-8"
Z -O"
oclud. 16* oc.. Aluminixm at"
V -ID"
V-10'
approwel.
2'-0'
C -S"
-:sholl be an both
16*
3'-0"
d*. and In.,ruted
NOTE..
S -IT
3'-0-
No block rtructerse " allowed.
3* -6*
20"
Minimum Slob thickness. 6" for 14!
2' -fl'
V -B'
Increase thickness I' for
8'-4"
V -T
=th-
4� of depth ~er than 14',
4?-4�
3'-0'
and reinforce, with 11 10/10 mesh.
V-10'
V -S"
T -d'
30'
SECTION No droli holes
("A"
Crr'Y OF C."
CURBASS91
I
NOTES -
1. Shape of tock of buttress
may vary as long as pours
against firm undisturbed
earth.
2. Dimension Cl,C2.C3 should
be lar' � enough to make
Im9ple 1 equal to or forger
than 45.
3. Dimension AIA,A3 should
be as I.% as possible
without In erferIng olth
MJ >Olts.
4. 0 = 45* Minimum.
5. Place polyethylene betweer)
concrete & pipe.
6. All bends & fittings shall
be restrained with Megalugs,
thrust restraints or equol
now�
BUTTRESS DIMENSIONS
vorkiw.-43' Mini-
PIPE
22 1/2' BEND
45* BEND 190*
BEND/TEE
SIZE
BI
D1
82
D2
E13
D3
6'
V-5'
V-5�
V-5"
V-5-
2--l'
V-6'
ar
V-5'
1'-5'
f -l"
I' -B'
2'-8"
Z -O"
12"
V -ID"
V-10'
S-4'
2'-0'
C -S"
27-6'
16*
3'-0"
2'-0'
S -IT
3'-0-
6'-V
3* -6*
20"
S -El"
2' -fl'
V -B'
3'-4�
8'-4"
V -T
2e
4?-4�
3'-0'
W-10"
V-10'
V -S"
T -d'
30'
-
-
9,-3,
6,-G"
IT -0,
i�E]
now�
11116111111 4r
vorkiw.-43' Mini-
See nt. 4
CO CRETE SHALL
BjE
A
IN UTACT WITH
2I)CM1926 OVlAWEWANDHM�STAN�
A
THIS QUADRANT
MANH(XLE COVER
DESIGN LOADS
�d
OF PIPE
BIDDING MATIERI&O
CONCRIFrE
CITY OF
��FACTOIR
CUNBASSEN
WAMR FLOW �� (THROUGH ML�SMR FIL�o
0.470�@X�
7�
Ir NDPE inisif
I
;I To 2- 010H
" ifeck.
PLACED 10 SU11111DIM
rAm
I
No=
w MEMO
TEIrORMY PERRMTM
C1UTLEr 8TRUCTUMS
TEEMPORARY POND SEED MIXTURE'
MINDUT MIX 90119 0 501be PER ACRE OR APPROVED EQUAL,
INSTALL EROSION CONTROL EILANKEM MW 3) POND TOP ELEV VARIN
ISEE PLAN)
ECTnCM ELEV _ (SEE PLAN)
TE3FK)RARY SEE)&*3ffATM BAM
GRADM
ISOMETRIC VIEW
Revisions
Date: Description: By: Date: Description: By:_
FELTEERAssIEWIRLY
2I)CM1926 OVlAWEWANDHM�STAN�
AsSEMBLY
MANH(XLE COVER
DESIGN LOADS
�d
��FACTOIR
2 1
WAMR FLOW �� (THROUGH ML�SMR FIL�o
0.470�@X�
1.074cNffl�hw�
MAN11XE
MAQGMUMCV�LCW�W
1.113ds@Whead
1,575oftlifilThead
ISOMETRIC VIEW
Revisions
Date: Description: By: Date: Description: By:_
------------- mo
IN-PLACE ELEVATION VIEW
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Kenneth E. Adolf
Date: 9-28-05 -Reg. No. 12048
Reviewed By: JERRY BACKMAN Date: 9-28-05
Designed By:
Drawn By:
Checked By:
ROAD DRAIN
INLET PROTECTION
TOP SLAB MODEL
RD 27
NEENAH R-2561
BEEHIVE GRATE & FRAME
CONSTRUCT RAINGARDEN WITH
SAND FILL OR ROCK FILL,
20% CLEAN SAND,
25% LOAMY TOPSOIL
& 25% COMPOST
OR AS APPROVED BY THE CARVER SWCD
Schoell & Madson, Inc.
Engineering *Surveying* Planning
wwwachoellmadsonucom
MO Wayzata Boulevarcl, Suite 1 554 Third Street NW, Suite 100
Minneapolis, Wrinesiota. 55305-1525 Elk Fliver, Unnesota 55330-1409
phow (952) 546--7601 - tax: (952) 546-9M phone: (763) 241-M08 - fax: (952) 546-9M
P�
R
FOP WEIR = 945.25
16" ORIFICE
INV=944.38
0-
FINISHED
GRADE GALVANIZED GRATE
(SPUT) W/ 4'x4" OPENINGS
RIM=947.80
TOP WEIR
INV=945.25
33" RCP
0.50%
;:*' 33-
16" ORMCE� 60" MH 70 '�Cp
��O'-�
INV=942.00
S'MLICTURE
CROSS-SECTION
OUTLET CONTROL STRUCTURE
NOT TO SCALE
VARIES
ON
--�3:1 SIDE SLOPE
PROVIDE TYPE 3 EROSION
CONTROL BLANKET
VARIES'q\ SEEDING AND PLANTINGS
LANDSCAPE PLAN
TYPICAL RAINGARDEN CROSS-SECTION
NOT TO SCALE
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
Project: Name/Locallm-
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MN
ISheet Title; -
Details 2
2
F4
Date:
9-28-05
r 9hmt: A
8! 8
Of
SIMI Project Number: 62641-047
0//
Revisions
Date: Description: By: Date: Descr'.ption: By: Date: Description: By:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: —Reg. No.
Reviewed By: Date:
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering * Surveying e Planning
SoN Testing * Environmental Services
www.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
nr
In
06
e
0 60 120 180
SCALE IN FEET
LOT INFORMATION
TOTAL SITE
AREA:
SITE S.F. = 1,748,718 S.F. 40.15 ACRES
LOT 1:
LOT
2:
LOT 3:
TOTAL S.F. =
166,233 S.F.
TOTAL
S.F. =
144,036 S.F.
TOTAL S.F.
=
124,349
S.F.
LOT 4:
I hereby certify that this plan was prepared by me or under
my direct supervision and that I am a Licensed Professional
Engineer under the laws of the State of Minnesota.
Date: —Reg. No.
Reviewed By: Date:
Designed By:
Drawn By:
Checked By:
Schoell & Madson, Inc.
Engineering * Surveying e Planning
SoN Testing * Environmental Services
www.schoellmadson.com
10580 Wayzata Boulevard
Minneapolis, Minnesota 55305-1525
phone: (952) 546-7601 - fax: (952) 546-9065
Client:
EDEN TRACE CORP.
8156 MALLORY COURT
CHANHASSEN, MN 55305
nr
In
06
e
0 60 120 180
SCALE IN FEET
LOT INFORMATION
TOTAL SITE
AREA:
SITE S.F. = 1,748,718 S.F. 40.15 ACRES
LOT 1:
LOT
2:
LOT 3:
TOTAL S.F. =
166,233 S.F.
TOTAL
S.F. =
144,036 S.F.
TOTAL S.F.
=
124,349
S.F.
LOT 4:
LOT
5:
LOT 6:
TOTAL S.F. =
219,215 S.F.
TOTAL
S.F. =
156,190 S.F.
TOTAL S.F.
=
257,813
S.F.
LOT 7:
LOT
8:
OUTLOT
A:
TOTAL S.F. =
82,385 S.F.
TOTAL
S.F. =
97,843 S.F.
TOTAL S.F.
=
180,643
S.F.
OUTLOT
B:
TOTAL S.F.
=
92,577
S.F.
OUTLOT
C:
TOTAL S.F.
=
165,365
S.F.
CUL—DE—SAC:
TOTAL S.F. = 62,069 S.F.
BENCHMARK
1. MNDOT control monument JON MNDT along west side of HWY. 41.
Elevation = 1027.44 feet (NGVD-1929).
2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.
Elevation = 965.75 feet (NGVD-1929).
3. SIVII Control monument #2 located 14ft± west of westerly edge of
bit, Galpin Blvd, and 39ft± NW of Power Pole.
Elevation = 970.48 feet (NGVD-1929).
WARNING
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES
FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES,
CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIED
STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR
REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO OWNER.
Project Name/Location:
Chanhassen West Business Park
Chanhassen, MN
CITY OF CHANHASSEN
RECEIVED
JUL 0 7 2005
CHANHASSEN PLANNING DEPT
Date:
7-6-05
Sheet Title: Sheet:
Preliminary Plat
SIVII Project Number: 62641-047
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L=124.39
C*4 R=868.51 (C.S.A.H.
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CB=S8525'48"W
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0
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S89'15'26"E
SOUTH LINE OF THE EAST HALF OF THE SOUTHEAST
QUARTER OF SEC. 16, T. 116, R. 23 -1
50.53
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S2
1 4 CLJ711
N00'31'11 3"W
100.02 4
SE COR. OF SEC. 16, 0,;9
SW COR. OF SEC. 15
(CARVER CO- MON.)
WEST
BUSINESS PARK
V1
M
0— Denotes 1/2—inch found Iron monument.
0— Denotes 1/2—inch X 14 inch set iron pipe marked by Ucense 19839
Denotes cost Iron monument (Carver County)
No monument symbol shown on the plot Indicates monuments
to be set according to Minnesota Statutes and which shall be
in place within one year of the Ming of the plot.
Bearings shown are based on the West line of the East Half of the
Southeast Quarter of Sec. 16, T. 116, R. 23 having an assumed
bearing of N 0'29'13" W.
VICIN= M"
NO SCAJZ
.1b \tK
L
SEC. 15 & 16, T. 116 N., R. 23 W.
Drainage and Utility Easements are
shown thus:
—d H
r-1 0
_L -
5—�
10-1
CITY OF CHANHASSEN
RECEIVED
AUG 5 2005
CHANHASSEN PLANNING DEFrr
Being 10 feet in width and adjoining
right—of—woy lines unless otherwise
indicated, and being 5 feet in width
and adjoining lot lines, as shown on the plot.
SCHOELL & MADSON, INC.
ENGINEERS SURVEYORS * PLANNERS
SOIL TESnNG ENVIRONMENTAL SERVICES
SHUT 2 OF ? qHFFM
3 3
KNOW ALL MEN BY THESE PRESENTS: That Merle D. Volk and Jane Volk, husband and wife, fee owners, of the following
described property situated in the County of Carver, State of Minnesota, to wit:
That part of the East Half (El/2) of the Southeast Quarter (SW1/4), Section 16, Township 116, Range 23 West, which lies
South of the North 915.41 feet, westerly of the centerline of County State Aid Highway No. 19, and North of the South
100.00 feet, according to the plat thereof on file or of record in the office of the County Recorder, Carver County,
Minnesota.
ALSO
That part of the Southwest Quarter of the Southwest Quarter of Section 15, Township 116 North, Range 23 West, lying
westerly of the centerline of the County State Aid No. 19 and northerly of the centerline of County State Aid Highway No.
18. Said property being subject to easements for roadway purposes for County State Aid Highway 19 and County State Aid
Highway 18, according to the plat thereof on file or of record in the office of the County Recorder, Carver County,
Minnesota.
Excepting from the first parcel described above the following;
STATE OF MINNESOTA
COUNTY OF
The foregoing instrument was acknowledged before me this
Daniel G. Nickols, Land Surveyor.
Notary Public, County, Minnesota
My Commission expires , 20
COUNTY SURVEYOR, Carver County, Minnesota
day of
Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this
1 20—
Rv
John E. Freemyer
Carver County Surveyor
All that part of the
South 150.00 feet
of the north 1065.41 feet of
the East Half of
the Southeast Quarter of Section 16,
Township 116, Range
23, Carver County,
Minnesota lying westerly of
the centerline of
County State Aid Highway 19, according CHANHASSEN, MINNESOTA
to the plat thereof on file or of record
in the office of the County
Recorder, Carver
County, Minnesota
Have caused the same to be surveyed and platted as CHANHASSEN WEST BUSINESS PARK and do hereby donate and
dedicate to the public for public use foreve, the highways, circle, and also dedicating the easements for drainage and utility
purposes only as shown on the plat.
In witness whereof said Merle D. Volk and Jone Volk, husband and wife, have caused these presents to be signed this
day of 1 20 .
SIGNED: Merle D. Volk and Jane Volk, husband and wife.
By
Merle D. Volk
By —
Jane Volk
STATE OF MINNESOTA
COUNTY OF —
The foregoing instrument was acknowledged before me this
. the
husband and wife
Notary Public, —
My Commission exp
Count�, Minnesota
20
day of
, 20-- , by
of Merle D. Volk and Jane Volk,
I hereby certify *that I have surveyed and platted the property described on this
plat as CHANHASSEN WEST BUSINESS PARK;
that the plat is
a correct representation of the survey, that all distances are correctly shown
on the plat in
feet and
hundredths of a
foot; that all monuments will be correctly placed in the ground
as shown, in
accordance to
Minnesota
Statutes, Section
505.02, Subd. 1; that the outside boundary lines are correctly
designated on
the plat and
that there ore
no wet lands as
defined in Minnesota Statutes Section 505.02, Subd. 1 or public
highways to
be designated
other than as
shown.
Daniel G. Nickols, Land Surveyor
Minnesota License No. 19839
20 , by
day of
This plat of CHANHASSEN WEST BUSINESS PARK was approved ond accepted by the City Council of the 'City of Chanhassen,
Minnesota, at a regular meeting held this day of , 20— and is in compliance
with the provisions of Minnesota Statutes, Section 505.03, Sub(.. 2. All monuments are set as specified by the City Council
and as stated on this plat, according to Minnesota Statutes, ' -1.02, Subd. 1.
CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA
By Mayor By Clerk,
COUNTY AUDITOR
I hereby certify that there are no delinquent taxes paid for all years prior to 20 for land described on this plat and
transfer entered. Dated this — day of 20—
Mark Lundgren, Carver County Auditor
By
COUNTY TREASURER
I hereby certify that taxes payable for the year 20 for lands described on this plat as CHANHASSEN WEST BUSINESS
PARK have been paid this — day of 20—
Tom Kerber, Carver County Treasurer
By
COUNTY RECORDER
I hereby certify that this plat of CHANHASSEN WEST BUSINESS PARK was filed this day of
20—, at — o'clock ----M. as Document Number
Kelly Hanson, Carver County Recorder
By C/74/ or C
RSCH�"'-ASSe,V
SEP 0 6
CN41VNASS,,1V PkA IV/V/IVG DEp,
SCHOELL & MADSON, INC.
ENGINEERS SURVEYORS * PLANNERS
SOIL TES1ING ENVIRONMENTAL SERVICES
W, 11 .9 "-,7 " 07r-IrT-�
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702.98
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SOUTH LINE OF THE NORTH 1065�41 FEET OF THE
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CENTERLINE OF CO. RD. NO 18-
0! ---A— – — –
_rq_ L=124.3i9
C14 R=868.51 (C. S. A. H, NO. 18) LYMAN BLVD.
A=8'12'22" 50.53
CB=S85*25'48"W SOO'31'1 30E
\ l� '.
1303.51 N�?
SOO'29'13"E N89'15'26OW 1 4
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S89*1 5'26"E
—7—
SOUTH LINE OF THE EAST HALF OF THE SOUTHEAST SE COR. OF SEC. 16,
QUARTER OF SEC_ 16, T, 116. R. 23 SW COR. OF SEC. 15
(CARVER CO. MON.)
— I
A =32*35 1 4.— 84
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576.76
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A� 44 a'5' - 0
400
100 0 so 100 200
(SCALE IN YEET
* — Denotes 1/2—Inch found Iron monument.
0— Denotes 1/2—Inch X 14 inch set iron pipe marked by License 19839
4) — Denotes cost iron monument (Carver County)
No monument symbol shown on the plot Indicates monuments
to be set according to Minnesota Statutes and which shall be
in place within one year of the filing of the plot
Bearings shown are based on the West line of the East Half of the
Southeast Quarter of Sec. 16, T. 116, R. 23 having an assumed
bearing of N 0*29'1 Y W.
VII MAP ff
NO S CALE +
'\1K \tK
&K NM 1.)
SEC. 15 & 16, T. 116 N., R. 23 W.
Drainage and Utility Easements are
shown thus:
+ k--5
F-1 0 + 10-1
__L — — —1 L — I —
NO SCALE
Being 10 feet in width and adjoining
right-of-way lines unless otherwise
indicated, and being 5 feet in width
and adjoining lot lines, as shown on the plot.
0% a 0 M 0 C�%
SCHOELL & MADSUN, 11W.
ENGINEERS SURVEYORS * PLANNERS
SOIL TESIING ENVIRONMENTAL SERVICES
RHIC" 9 or 17, "417r_ IM
2
%K
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'15 co
'f 8
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0*.10
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11.6"
I a 6t:
< .59"
4,, 4,-179
A� 44 a'5' - 0
400
100 0 so 100 200
(SCALE IN YEET
* — Denotes 1/2—Inch found Iron monument.
0— Denotes 1/2—Inch X 14 inch set iron pipe marked by License 19839
4) — Denotes cost iron monument (Carver County)
No monument symbol shown on the plot Indicates monuments
to be set according to Minnesota Statutes and which shall be
in place within one year of the filing of the plot
Bearings shown are based on the West line of the East Half of the
Southeast Quarter of Sec. 16, T. 116, R. 23 having an assumed
bearing of N 0*29'1 Y W.
VII MAP ff
NO S CALE +
'\1K \tK
&K NM 1.)
SEC. 15 & 16, T. 116 N., R. 23 W.
Drainage and Utility Easements are
shown thus:
+ k--5
F-1 0 + 10-1
__L — — —1 L — I —
NO SCALE
Being 10 feet in width and adjoining
right-of-way lines unless otherwise
indicated, and being 5 feet in width
and adjoining lot lines, as shown on the plot.
0% a 0 M 0 C�%
SCHOELL & MADSUN, 11W.
ENGINEERS SURVEYORS * PLANNERS
SOIL TESIING ENVIRONMENTAL SERVICES
RHIC" 9 or 17, "417r_ IM
CHANHASSEN WEST BUSINESS PARK
KNOW ALL MEN BY THESE PRESENTS: That Merle D. Volk and Jane Volk, husband and wife, fee owners, of the following
described property situated in the County of Carver, State of Minnesota, to wit:
That part of
the East Half (E1/2) of the
Southeast Quarter (SW1/4),
Section 16, Township 116, Range 23 West, which lies
South of the
North 915.41 feet, westerly
of the centerline of County
State Aid Highway No. 19, and North of the South
100.00 feet.
accordance to
Minnesota
Statutes, Section
113116%
That part of the Southwest Quarter of the Southwest Quarter of Section 15, Township 116 North, Range 23 West, lying
westerly of the centerline of the County State Aid No. 19 and northerly of the centerline of County State Aid Highway No.
18. Said property being subject to easements for roadway purposes for County State Aid Highway 19 and County State Aid
Highway 18.
Excepting from the first parcel described above the following;
All that part of the South 150.00 feet of the north 1065-41 feet of the East Half of the Southeast Quarter of Section 16,
Township 116, Range 23, Carver County, Minnesota lying westerly of the centerline of County State Aid Highway 19.
Have caused the same to be surveyed and platted as CHANHASSEN WEST BUSINESS PARK and do hereby donate and
dedicate to the public for public use forever the highways, circle, and also dedicating the easements for drainage and utility
purposes only as shown on the plat.
In witness whereof said Merle D
day of —
Volk and Jane Volk, husband and wife, have caused these presents to be signed this
20 .
SIGNED: Merle D. Volk and Jane Volk, husband and wife.
By —
Merle D. Volk
By —
Jane Volk
STATE OF MINNESOTA
COUNTY OF
The foregoing instrument was acknowledged before me this
I the —
husband and wife
Notary Public,
My Commission exp
County, Minnesota
20
day of
, 20 , by
of Merle D. Volk and Jane Volk,
STATE OF MINNESOTA
COUNTY OF —
The foregoing instrument was acknowledged before me this
Daniel G. Nickols, Land Surveyor.
Notary Public,
My Commission
County, Minnesota
COUNTY SURVEYOR, Carver County, Minnesota
1 20
day of
Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this — day of
20—
By
John E. Freemyer
Carver County Surveyor
CHANHASSEN, MINNESOTA
20 , by
This plat of CHANHASSEN WEST BUSINESS PARK was approved and accepted by the City Council of the City of Chanhassen,
Minnesota, at a regular meeting held this day of , 20. and is in compliance
with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments are set as specified by the City Council
and as stated on this plat, according to Minnesota Statutes, 505.02, Subd. 1.
EM
CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA
, Mayor By
COUNTY AUDITOR, Carver County, Minnesota
, Clerk
I hereby certify that taxes payable in — and prior years have been paid for land described on this plat. Dated this
day of , 20 --
Mark Lundgren, Carver Auditor
By , Deputy
COUNTY RECORDER
I hereby certify that this plat of CHANHASSEN WEST BUSINESS PARK was filed this
20—, at — o'clock ---M. as Document Number
Kelly Hanson, Carver County Recorder
I hereby certify that I have surveyed and platted the property described on this
plat as CHANHASSEN WEST BUSINESS PARK; By
that the plat is
a correct representation of the survey, that all distances ore correctly shown
on the plat in
feet and
hundredths of a
foot; that all monuments will be correctly placed in the ground
as shown, in
accordance to
Minnesota
Statutes, Section
505.02, Subd. 1; that the outside boundary lines are correctly
designated on
the plat and
that there are
no wet lands as
defined in Minnesota Statutes Section 505.02, Subd. 1 or public
highways to
be designated
other than as
shown.
Daniel G. Nickols, Land Surveyor
Minnesota License No. 19839
day of
CITY OF CHANHASSEN
RECEIVED
SEP 16 2005
CHANHASSEN PLANNING DEPT
SCHOELL & MADSON, INC.
ENGINEERS SURVEYORS * PLANNERS
SOIL TES-17ING ENVIRONMENTAL SERVICES
I
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SOUTH LINE OF THE NORTH 915.41 FEET OF _1HE
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SOUTH LINE OF THE NORTH 1065.41 FEET OF THE
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SCHOELL & MADSON, INC.
ENGINEERS SURVEYORS * PLANNERS
SOIL TESIING ENVIRONMENTAL SERVICES
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to be set according to Minnesota Statutes and which shall be
In place within one year of the filing of the plat.
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SCHOELL & MADSON, INC.
ENGINEERS SURVEYORS * PLANNERS
SOIL TESIING ENVIRONMENTAL SERVICES
MLLI Z Ur Z ZIMILLIb
PRELIMINARY PLANS FOR:
CHANHASSEN WEST BUSINESS PARK
CHANHASSEN, MINNESOTA
PREPARED FOR:
EDEN TRACE CORP.
TREE PRESERVATION, SITE, STREET, GRADING, DRAINAGE &
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SCHOELL & MADSON, INC.
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SOIL TESTING ENVIRONMENTAL SERVICES
10580 WAYZATA BOULEVARD MINNETONKA, MINNESOTA 55305
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Blue Box = The parcel(s) the Buffer was created for.
Red Boxes = Owner/Address duplication.
4275 NOREX LLC
ROGER A & GAYLEEN M SCHMIDT
1JEFFREY A & CYNTHIA L OLSON
�11 GINO R TENACE & ROBIN S MARSH-TENACE
1JEFFREY J & ANDREA R SEBENALER
SCOTT T MURPHY & LORI A BOETTCHER-MURPHY
CURTIS J & MARGARET A ZOERHOF
REILLY M DILLON & STEPHANIE GIMBLE-DILLON
7�1 1 STEPHEN D & PATRICIA V PETERS
;1 DAVID E & MONICA L KILBER
1JEANNE M LINDBERG
IALAN W JR & CATHERINE D HECHT
7;�] 1 TIMOTHY R CAHLANDER & KARLA B PLADSEN-CAHLANDER
ALEXANDER D DONALDSON & ALETA M DONALDSON
STEVEN G & DEBORAH A WATTS
7;�] MICHAEL C & KRISTIN M MATTSON
`�] CRAIG W & DANA A JOH N SON
7�] THOMAS M & MARCIA A KLADEK
FRANK J & REBECCA A LAENGLE
LEGEND HOLDINGS LLC 0/0 LEWIS
WILLIAM G & KAREN N LOOMIS
';IJAY & FAITH M CUTLER
CHARLES L & BARBARA C NICKOLAY
KARILYNN KIRMEIER
STEVEN W & SARAH S DALE
T & AMY C KAEHLER
SCOT
GENE M & BEVERLY G HERMES
DANIEL A & SHELLEY R LUNA
V SCOTT P & LESLIE M LOEHRER
AJEFFREY L & HANNAH R CROMETT
11CLARENCE E & LIEVA L SCHMIDT
F5354 PARKDALE DR
F8301 GALPIN BLVD
[2520 BRIDLE CREEK TRL
2557 BRIDLE CREE
2499 BRIDLE CREE
2550 BRIDLE CREEK TR
12530 BRIDLE CREEK TRL
-11
.110111:991.10*4111".11
BRIDLE CREEK TRL
BRIDLE CREEK TRL
BRIDLE CREEK TRL
BRIDLE CREEK TRL
I-ffll 9111t:961 1.10:1 1.411124
2460 BRIDLE CREEK TRL
F2563 BRIDLE CREEK TRL
2560 BRIDLE CRE
F2450 BRIDLE CREEK TRL
F-
2491 BRIDLE CREEK TRL
2440 BRIDLE CREEK TRL
11750 OLD GEOR
2567 BRIDLE CRE��L
2430 BRIDLE CREEK TR
2420 BRIDLE CREEK TRL
F
2410 BRIDLE CREEK TR
F2487 BRIDLE CREEK TRL
-------------
12380 BRIDLE CREEK CIR
BRIDLE CREEK TRL
-P-13110:901'
BRIDLE CREEK CIR
BRIDLE CREEK TRL
BRIDLE CREEK TRL
MN 55416 -1603
I CHANHASSEN, MN 55317 -B413 I
[CHANHASSEN, MN 55317 -93721
CHANHASSEN, MN 55317 9=372
CHANHASSEN. MN 55317 -93721
CHANHASSEN, MN 55317 -93691
CHANHASSEN, MN 55317 -9369
CHANHASSEN, MN 55317 -9369
CHANHASSEN, MN 553
_ �17 �9369]
CHANHASSEN,M
CHANHASSEN, MN 55317 -9372
CHANHASFEM�N5�53179372
CHANHASSEN , MN 55317 -9369
CHANHASSEN, MN 55317 -9369
CHANHASSEN. MN 55317 -93691
2202 ROCKVILLE, MD 20852 -2652
CHANHASSEN, MN 55317 -9Z
CHANHASSEN, MN 55317 -9Z
[CHANHASSEN. MN 55317 -92'
10111TIN. M-11-i:RT *1
CHANHASSEN , MN 55317 -9369
CHANHASSEN, MN
[CHANHASSEN MN 55317 -93721
CHANHASSEN. MN 55317
CHANHASSEN, MN 55317 -93381
CHANHASSEN, MN 55317 -936�9
CHANHASSEN. MN 55317 -93691
SCAN"F0
m
[CRAIG V &NINA FWALLESTAD 2475 BRIDLE GREEK TRL
ANGILBERTO HERNANDEZ & LAURIE HERNANDEZ 2451 BRIDLE CREEK TRL
ITHOMAS J RADERMACHER & JOELLEN ANTONSON RADERMACHER 1 2479 BRIDLE CREEK TRL
PAUL M & CONSTANCE M PALMER
STEVEN J &NANCY J CAVANAUGH
F;l I PETER & LUANN SIDNEY
FVI I BARRY & MARY L LABOUNTY
Fv-1 I RODNEY H & JANICE C MELTON
[;fl FMARK &CHRISTINE FISCHER
21 ANDREW M DINGMAN & STEPHANIE J DINGMAN
CALVIN DISCHER
RICHARD B BURY
SAMUEL 0 & KIMBERLY A STIELE
MERLE D & JANE VOLK
JEFFREY D & REBECCA R BRICK
CHARLES E & DIANA L KIRCHOFF
KEVIN M & CATHLEEN A DILORENZO
F7;711 WILLIAM G JR & PAMELA FRANZEN
F1I JAMES A & LAURIE LISIGNOLI
F-11 CHARLES 0 & ERIN M BUSALACCHI
FlI LBI ACQUISITION CORP C/O CHEF SOLUTIONS: L PETRICH
miTOM & SOMMANA MONTHISANE
Fv-1 I RICHARD B & CHRYSAUNA A BUAN
WILLIAM A & LORRAINE RODRIGUEZ
DAVID G & YAEL M RUBIN
BRIAN C & SALLY L SNABB
THOMAS E & MARY K WITEK
P-1 IJEFFREY J & ABIGAIL M WILSON
R-1 I MARK SUNDQUIST
JAMES D & TRACI L LEONARD
JOHN F & LAURIE SULLIVAN
THE NORDICK GROUP INC
RODDY Y & LAURIE L W ZIVKOVICH
F-1 L
F60 BRIDLE CREEK CIR
F2"l BRIDLE CREEK TRL
2431 BRIDLE CREEK TRL
2421 BRIDLE CREEK�T7RL
2413 BRIDLE CRE
2407 BRIDLE GRE
2403 BRIDLE CREEK TRL
5476 WOODLAND
4175 TRILLIUM LN
2375 BRIDLE CRE
CHANHASSEN, MN 55317 -9369
CHANHASSEN, MN 55317 -9369
CHANHASSEN, MN 55317 -9369
CHANHASSEN, MN 55317 -9338
CHANHASSEN, MN 55317 -9369
CHANHASSEN. MN 55317 -9369
CHANHASSEN, MN 55317 -9369
ICHANHASSEN, MN 55317 -9369
CHANHASSEN, MN 55
CHANHASSEN, MN 55317 -9369
MINNETONKA, MIN 553
I MOUND, MN 55364 -7730 1
ICHANHASSEN. MN 55317 -93881
CARVER, MN 55315 -9635
CHANHASSEN, MN 553
ICHANHASSEN. MN 55317 -93381
MN 55317 -7413
ICHANHASSEN , MN 55317 -74131
2356 STONE CREEK LN
ICHANHASSEN, MN 55317 -7413
[2342 STONE CREEK LN W
[CHANHASSEN, MN 55317 -7413
20 N MARTINGALE
FSCHAUMBURGIL60173-2417
2381 STONE CRE
CHANHASSEN, MN 55317 -7413
F 2369 STONE CREEK LN W
CHANHASSEN, MN 55317 -7413
F
2357 STONE CREEK LN W
F
--
CHANHASSEN, MN 55317 -7413
F
1 2345 STONE CREEK LN
I CHANHASSEN, MN 55317 -7413
[2333 STONE GREEK LN W
2318 STONE CREEK DR
F2332 STONE GREEK DR
2374 STONE CREEK DR
F2360 STONE CREEK DR
-
2346 STONE CREEK DR
F -
F67
5 12TH AVE NE
1 2337 BOULDER RD
CHANHASSEN. MN 55317
CHANHASSEN, MN 55317 -7403
CHANHASSEN, MN 55317 -7403
CHANHASSEN, MN 55317 -7402
CHANHASSEN, MN 55317 -7402
WEST FARGO, NO 58078 -3502
CHANHASSEN, MN 55317 -7401
I
THOMAS V & BEVERLY L ANTILLEY
2361 STONE CREEK DR
CHANHASSEN, MN 55317 -7403
-�j
AJOSHUA
T KRIENKE & CHRISTINA A KRIENKE
2375 STONECREEK DR
CHANHASSEN, MN 553
DANIEL J & PAMELA J CULHANE
2333 BOULDER RD
CHANHASSEN, MN 553
ALOTA PROPERTIES LLC
4035 NOREX DR
CHASKA, MN 55318 -30
JOEL E & HEIDI M LEHRKE
2329 BOULDER RD
CHANHASSEN, MN 553
IJEFFREY
J & KARLA M ALTHOFF
2326 BOULDER RD
CHANHASSEN, MN 553
IKELLY
K MORLOCK & SARA B ROMANSKI-MORLOCK
2325 BOULDER RD
CHANHASSEN, MN 553
DOUGLAS VERNON JOHNSON
2322 BOULDER RD
CHANHASSEN, MN 553
CHARLENE A STENDER
2321 BOULDER RD
CHANHASSEN, MN 553
JAMES M & JENNIFER D LARRANAGA
2318 BOULDER RD
CHANHASSEN, MN 553
DOUGLAS G & SARAH P HIPSKIND
2317 BOULDER RD
CHANHASSEN, MN 553
DONALD W & CATHY BORGMANN
2308 BOULDER RD
CHANHASSEN, MN 553
RORY D & AMY J LEA
2313 BOULDER RD
CHANHASSEN, MN 553
GERHARD & HELENE A SCHOCK
2309 BOULDER RD
CHANHASSEN, MN 553
Fk-1
I DELORIS B HOLASEK LIVING TRUST C/O DELORIS HOLASEK
9610 GALPIN BLVD
CHANHASSEN, MN 553
SCOTT T & NICOLE M BRUSH
2301 BOULDER RD
CHANHASSEN, MN 553
MICHAEL & JACQUELINE R MROSKO
2305 BOULDER RD
CHANHASSEN, MN 553
RICHARD F RIEGERT C/O RIEKER ENTERPRISES
7875 187TH ST
BELLE PLAINE, MN 560
FE/]
ICHASKA WATERTOWER MINI STORAGE LLP
149 JONATHAN BLVD N
[CHASKA, MN 55318 -2342
Create Labels
PRELIMINARY PLANS FOR:
H N H S S E Tq VV E S'r B U I N S IS Fl A R K
21.1
CHANHASSEN, MINNESOTA
PREPARED FOR:
EDEN TRACE CORP.
TREE PRESERVATION, SITE, STREET, GRADING, DRAINAGE &
EROSION CONTROL, SANITARY SEWER,
WATERMAIN, STORM SEWER, WETLAND MITIGATION AND LANDSCAPE
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SCHOELL & MADSON, INC.
ENGINEERS SURVEYORS RIPLANNERS CHANHASSEN PLANNING
SOIL TESTING ENVIRONMENTAL SERVICES DEPT
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CHANHASSEN PLANNING DEpT
MOW ALL � BY THESE PRESENTS: That None D. Volk on4 Jen. Vk h.� and �ft N,e � of the fe�"
described �oporty �Oto� In t1to County of �, Stoyte of ~ofn,to, to �
� Port of " Eost Half (Ei/2) of �e S�theoot Q�� (Syf/4), Seetion 16, T�ehlp 115. Ron� 23 I%m,l, ~ INge
SO.th of the North 915.41 feet torly of tnO W,n. of C.ty St.fe AM High.y " 19, of, North of , Sth
IO0.DO fi,ot oc�dlng to ffi- pWt thenoof on ft or of record h the efllo�, of tbe County Reccf�, C� Ceonty,
W.I.
Th't Pe't of tf� �th—t QUof`t� Of the �t Cmof� Of Seo� 15, T�ehlp 116 Nrtl, R.I. 23 wfgf, lytng
—toHY of tnO oont�. of th. C�Oty Stole Aid NO. 19 and n~y Of Me oentort,n& of C.t, St.te A, Hjlh, N�
I& Said pn�party being �)..t to for romdy pu� for Cty Stt. AM High., 19 � County St.t. AM
Hlgh'y IS- —�g to Me Plot Ifiene0f - ft of' Of � In V- -flie, Of U,. County R..ordat C. Count,
mk.t.
E�tlng � Un, W pmro� de� cloo� the fu.hq
" theft W Of VIO �th 150.00 Jwt Of Unf rm,c�th 10115.41 feet Of ft,. East Half of the ��eofft O.� of �,oh IS,
T�shlp 116. Rcn� 23, Connf` Coo`t� Mtnh�to Yng wee�Y Of tha oen�� a County State AM HIO�y 19. oeefondIg
to the PW theneOf on 00 of' Of rOoond In ft�- .� of the County R�. Co� Count� Wfnn&&Obo
H� OeUeed the � to be w�yod end PMUod w Ck�� WEST BUSINESS PARK and do haraby doneff� on�
�. to UO p.lboc fo� PWI. . for.� th. hIgtnw.,u, ckck� and d. deellOollng tt,. ..t. fe, &O,no,,O on, �Mty
pu� ohly � �O� On 9`0 Plot
In wItness wheneof s,aIel Merh. D. VOW ond Jone Volk lh.sban4 and w1fi, ho� cw� th� pr�ents to � 91,nW t,,,
— foy Of — , 20 .
SIGNED, M" D. vok and � Volk hubem ond Mt.
By —
Me,le D. Valk
13Y -
J. volk
STATE OF MINNESOTA
COUNTY OF
The foregoing fng�t wm �owjedg,, �foe ,, 1,6
tKO
husb�fxf and We
N-tofy PublM, Count, M�to
My Clision fopires . 20
day of
— . 20 , by
of Merie 0. Wk md Jone VOW,
I he�nfbY oef'tIfY thOt I h— .,OyOd ond plotted th- PlWO`tY doeonlb� on thb Plot . CHANHASSEN WEST BLK� PARK -
"'Of ft 0"' 4 - oennfet of th- —f �-t oel ftt— ofe —by oh�n - the Plot In feet and
h.ruVeffth. of . foott; thet OR --� -11 � �tll ploced In the �d as slho� In OoOonjonoe I llne,Oto
StOtot� Seetlon 505602. S" 1; Wet the W� bounelary I� ant oonrn,by dsjgnofW on th. Plat and ftt th. One
-0 -t lon� - &ffied In lf�te Stetubfe Section 505.QZ S� I o, Public high.., to be oth� Won
sh�
D.W G. Nkkok% Lond S.,or
Minn.to U.. No. 191139
PARK
STATE OF ll*�TA
COUNTY OF
This fOrew" In.bummant . ockn..46dd b,ifir. rno thif
Daniel G. N��% Land Syof.
Nobwy Puuto, Cont� wneeOte
my oxek..— . m—
�y of
COtMTY SURVEYOR, Ca� County, Minnegete
Po.ont to Chapter 395, minn.t. � of 1971. U,b P.t hn, been Ppno� inte
20
B�
John E. Frearn,er
Car� County S�rveor
MANH�, WNWEWTA
w;w,rkrq
day of
20 . by
Thif Plot of MANH� WEST BUS**W PARK � cq,o,o� and oeoeOW by ffn� My Council of Itwo My of Chwh�
Wnoeoto� ot a roIplor meeting hWd �W — CMy Of 20� and 1. In complioncff
and " � on thlif PkFL occer�flng to mkwnevota statutm W&OZ QW 1. -1
w1th the Wo�� of Mhn�he StototM �tlon 505-03, SWbd 2. AN on� N,t m fp� by the My Councl
BY
CITY COUNCL Of' THE CITY Of� CNANNASSEK MM*WTA
Mayor By
COUNTY AUDITOR
I hwOby cwtffy thet there ano no ddln�t tc� pq� hy 0, yeofn, P� to 2D— fiv lend cknc�f on this plat and
bensfo, mt�od. Dobfd thle — &Y of � 20�
moft �dr� Car� County Ammor
By
COUNTY TREASURER
I hw-bY oenftfY thOt IOehe PoyOb4 W th�f year 20 for W � on Ihif PW . �ASSZN �T BUSHESS
PARK he�e boe� pow thif — fty of — M—
T. K�, Co� Coonty T.
By
COUNTY RECORDER
I henfbY �NY thet thh, Pet of M�ASSEN WEST BUSINESS PARK wm NW thIs � &y of
W— of — *� —m. . D..t N.ber
Kelly H.. Co� County R.�
By
SCHOELL & MADSON, INC.
ENGINEERS SURVEYORS * PLANNERS
SOIL TESTING ENVIRONMENTAL SERVICES
SHEET 1 OF
CITY OF C HANrEN
SE EIV
SEP 0 6 2005
CKANHASSEN PLAM" M"
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SEC 15 & 16. T. 116 N.. R. 23 W.
D,oinage told Ut9ity Ecomenents we
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right-of-way unee unkees olh�se
India ted. and being 5 feet in width
and Z�jaining lot limem as elonee an the plac
SCHOELL & MADSON9 INC.
ENGINEERS SURVEYORS 0 PLANNERS
SOIL TESTING ENVIRONMENTAL SERVICES
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D,oinage told Ut9ity Ecomenents we
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India ted. and being 5 feet in width
and Z�jaining lot limem as elonee an the plac
SCHOELL & MADSON9 INC.
ENGINEERS SURVEYORS 0 PLANNERS
SOIL TESTING ENVIRONMENTAL SERVICES
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PRELIMINARY PLANS FOR:
Jil 0 21
CHANHASSEN, MINNESOTA
PREPARED FOR:
EDEN TRACE CORP.
TREE PRESERVATION, SITE, STREET, GRADING, DRAINAGE &
EROSION CONTROL, SANITARY SEWER,
WATERMAIN, STORM SEWER, WETLAND MITIGATION AND LANDSCAPE
CITY PROJECT #05-15
I.E CGHTITI 1.11 dMIL 141 HI 100
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LOG�TION � &L UNDERGINCRING RATE. 048LES. CONDUITS FISHER
M�NHOLE. �VES OR OTHER EGURNED STRUCTURES &I DOGINO
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SCHOELL & MADSON, INC.
ENGINEERS SURVEYORS - PLANNERS
SOIL TESTING ENVIRONMENTAL SERVICES
10580 WAYZATA BOULEVARD MINNETONKA, MINNESOTA 55305
SHEET INDEX
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RECEIVED
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PRELIMINARY PLANS FOR:
CHANHASSEN, MINNESOTA
PREPARED FOR:
EDEN TRACE CORP.
TREE PRESERVATION, SITE, STREET, GRADING, DRAINAGE &
EROSION CONTROL, SANITARY SEWER,
WATERMAIN, STORM SEWER, WETLAND MITIGATION AND LANDSCAPE
CITY PROJECT #05-15
WARNIN
THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTIUTIES FOR
LOCATION OF ALL UNDERGROUND WIRES. CABI-ES. CONDUITS. PIPES.
IAINHOLE, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING
THE CONTRACTOR SHALl- REPAIR OR REPLACE THE AEDW WHEN
DAkMCED DURING CONSTRUEPON AT NO COST TO THE OWNER.
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SCHOELL & MADSON, INC.
ENGINEERS SURVEYORS * PLANNERS
SOIL TESTING ENVIRONMENTAL SERVICES
10580 WAYZATA BOULEVARD MINNETONKA, MINNESOTA 55305
SHEET INDEX
I . FITILE SHEET
2 EXSTING CONDITIONS PLAN
3: NlE!E PRESERVATION PLAN
4. TREE PRESERVATION DUALS
S. PRELIIAINA� SITE PLAN
6, PRELIMINARY GRADING PLAN
7 PRELIMINARY OVERALL UT.LTP` P1,AN
B� PLI LIC ST EET. SANITARY SEWER & WATER�N PLAIN & PROFIft-E
9. PU:LlC SZOR SEWER PLAN & PROFILE
M '
M WETILAND MITI.�ION PLAN
11. DETAILS
12. DETAII-S
3. LANDSCAPE PLAN
4 LANDSCAPE DETAILS
15. LIGHTING PLAN
16, STORMWATER PMLUflCl4 PREVENTION PLAN (SWPPP)
I HEREBY CERTIFY THAT NIS PLAN WAS PREPARED
OCR W DIRECT SUPEENT904 AND
BY ME OR UNC
�T I AU A DULY REGTSTEF!ED
EAoN'ER UNDER THE 1.015 OF THE STATE
OF MINNESOTA -
DATE REG NO
CITY OF CHANHASSEN
RECEIVED
SEP 16 2005
CHANHASSEN PLANNING DEPT
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8156 MALLORY COURT
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I
PROJECT INFORMATION
SrrE NOTES
MIA STE ARE
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I
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SrrE NOTES
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. . . . . . . . . . . . ...
....
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W
EDEN TRACE CORP.
8156 MALLORY COURT
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IMPACTED WETLAND AREAS
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0.07 cc
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CREDITS (PONDS)
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IMPACTED WETLAND
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CITY OF
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2-97 5240
III
STORM INATER POULAUTION PREVENTION PLAN (SaPPP) GENERAL NOTES
NOTE He INTRECE 0- RAN I IS -1 X THIS TURNED
PWAEDI TRUNNE .. REST SSI PUBW
.A/. DEAN TWERE: PRESS
.W MUST. .1
THUMMADME. - Ell
PERTUO' BRAN
Near (952) MI -0722
1. CBS, ...... I
INDATE. I IF .� U,
TORPRO' ."N" "W"
PHONE CBS ..'-Ne,'
I. (Z�-'M-Xae
DESORPTION OR PEONVIRRADIRS WOMEN
B NEW .. WE .'
PINES: STREET, UTILITIES. ENOUNNUMPER MARD,
I .. M.I.
LUMMUM . AS WERETWE
EXEMERACTOR
PECONTAT
PHONE
CIELTI We 11MICEFF CONDUSIDIR TOM
.1.
PROW
THR EDUCHAMODDR, Maj, HUNT . RE., PUT
SAFTEMPTA. ON THE IMPUR .1. WHOT . EQUESTRIAN.
F
1. WE . CONTRACTOR I. STROODT UND NCIUTf ECANTRUDION
'. WE . ... WHEN . I. CONTINUES,
.S UNNE I. UNIT. OF 1. WE . . AS
ar. Nae WARE WN .. . . .1. OF .� UNCE
. SURNE MATTEM . UND NEXPEEPTERCE Be 1. .0 We
INT" ITANEI EeLVEST DOW DUE ... . .
..a NINE T RE, . .� INE. THE . UNNAT MUD,
"BRIAMMEEM - I.E., WN WERES .. FAN .
.".. TENN. (.1 ON-IRSE AT ASSAMPASINaNNES)
FERW THE '.RUNEE OF RE. UNDENT IIN
PENNUT TREND FDA THE FRANCE
AM" - . W.", 1. LOWN, FAST Per. MUCE
OF THE P..NT 11. .1. ... ITHETIFEWS
THE CONTRACTOR WALL TOWNES MET THE �M� SUPPENTE
I MOSTRUL HOOT UPPOTRIXTEENT INTRARDE
* USEFUL ""Re" SEDIMENT CONTUREAL . (III IINCE) ILEM TRIES .1
NEFIIHMT 11 MILET, "...
* PRETALL FEET PROTECTION FENCE
I TEEM WW .. SON SEARTURNICA PERU
I EQUICEIRLET ET.N-IN PAR.
6 UNSTALL PONT PERIMETER SEE FENCE
I CERABLI 1. WNU WA.
I UPBURRE TEXPECOME FOR AX-.
I TEMPLED .,I .
I- INNERMSE . ARNEWS UND "BET'll SUPPIN THEIC 1. LISTED
WN . WARCESSENTELENT THERNEEPE,
INSTALL WUNTHE . HCEWAN� ". CREMAN WAIT
PRIEFTELTUAL I. I CWTI.. IF U.
. - EXURRUIRUCEDN" MURPHY EL COMPLETE WIND 1. WE STURILMENE
AREMSECRE .. SPERNE'D 1. WREI NAME. WENOWE ...
. . S TURCE RESEED RUNS TWERS .1�D WE CREW Se.
I OXWERROPOR TO APPEAL 70 ALL ANOWARTMENTS OFF IWE . PERUNISTIN
CONTROL WEENDT . P . I I PEARST, . 1. .... 1. MUNWONE
1. MEA OWSBACK. Of . ST AND Ple. EMBE AND 1. .1 Her
ENCTIONAL. BUTERN THE 1. NUATURT. ef 1. �. ARDEFFE VESOMMENUFTEEM OF
. OF TH We"
2 A EDIT OF NEED PUMPS MOST K ON THE Me WE
B WN .11
ANN I APPER 1. 1. AND PRI ... WN ea BURNE,
PROTICTUND MATE. 01 1. . R COMESTURENOTMEN
WE I. MUND PERSERSEREA
WEE I. AND ... . NMETI .I, . K I.. WN
DREARIER, PEREDU WE UNNE, . MI SECUM . PORI BECROM
RES DNEOIK . MUSE a. MET . -1 OR . WX . ..
IN " EPEORTS, AREA INE'r I ME .. . FORDWOREDENT S
UAW,'a. . THE PONeW. 1. 1. HAS II
5 THE BUSH S WORAN OR THE PLANE AN THE AMBIENT RECTURNEWENTS FDA THE
UNFORMED SITE OPERATIONS 4 CONSTBRI PURECIESSES WMI UNEEPPECTE I IN
SPASERNAL COMEDONS ONLIATE EFE PI HIMMEL RINESTRAFE DUT UPON RUNS
WILL Be PEC' SOMEH TO INSTEAD EIRWASHM AND PENUCHE CONTROL ON THE WE
.. THE C"'B" W CONS7RUTTIONS IT IS THE RESEENTURPRIES OFF THE PERNIFTEE
TO ADERNESS MET NEW CONNOTION" 7MAT MUST WE INERTIA SET
RFTNT�5 WWE/OW CLOVIll EWEIAS Me To P"'Me WXNE- "N'S T A
UNIQUE THE �M K�KNT� . DUN I.E SUNNI TIME .1 BE 1.. 10
PROVERE EFFECTIVE PROTECTOR ON WITTER SHO TERL RESOURCES
6 R.L. Te" IS HOT LISTED FDA REMNANNE WALL WE PAREI TO HOT WHAPTE
EFELIPMENT WITHIN THE PUNITIVE. MAKET eMTC ON ARTERN TREE PROTECTION FEWEE
NATN'
I WEIRREPER ENTESSOMENNU. MCI. 1,11, U., UND ... NN.ST,e
EAMES TO HELP PATTER RUPEE
A PREFERTI TUNTS E.Ble (DOTIN) UP AND XBRUN IMOSCA XUAL IS ONE
PICES, LT. FAULT .1 PURPET"B". 1. THIS 1-1 EST -1 T -
BETTED UUMN S TRATEME . TO .-,1 1.
B 11MENTRAWSH OCIB I SE . NO WOR . SO . PER ACENE Te APPROPUT
PAUL USTAL. .1 BE I ElPf I COL. OUST 11.) 111 1 1. FEW
ON RESTRUCHAT SCURF Me PER RUCHOUND N PIWEE ON PAUL, MRSISLUED
TO WERNMEM We I PERNERHAL OF THE SURRUNCE PREA BEENUMENED
TO K�NT TUN RESTORATIONS IS SSE. IN A0.1 IMENT I M. ME.
. MUNDURNE 1. AT MA . PER RDERE I I RARE. AT Be CE . MEN
USED '. BELL. S . BUTTERNE . 11 SO . KA
WIN BUYER Ti UNDA SO . SO . PER .. . POINT
. ONETIME WEST WHERE . OF DOWUNK.) WII I . ARE I.
BEINE ENTE I IN AND THO AND. ON E. OCISTRANT NEMAKETE THEME 1,
ARE MEN TWEDWER MULTH
I WENTE, RE Do SEEPRES, WHE'Le . FWEI OWN THE N -MI SPUBLET BE
NEIDED M0 . US 1. TUDINCENDE. .1 THRE I RUSTALITED PAT - BE
.P.. WN .HE. .
IT THE DOESTRUNDOUT WALL KNOWN A.L RUNS AND �.W INSEAKED ONENT IFFSTEND
PROAD SI AND PRAD SAM OR I Nal BRUSS OR WE PRICED
IS I X. . EXPAREI . MUNI THE .1.1. 1 MEN' BUFFER
FATIOU � TBAST 1. 1. MET .. NUESS TREFUR 2. MICRON ORE AS
ENTECTED BY THE LITT OF ..
"NOWTELY PALUMBO WE GORDON AND PROM TO THE THESTUNTRUCCIN
Te FI'BRS� THE STORE WE DRUPT .) . . BEEN WIDED
REACHED AMID SEE TEMPE WALL NAME BEEN MUSTALLED SUMMIT ALL HEMBEEN
15 ME FUNPORMAT PREMIUM We SEDIMENT CONTROL MISPLACE SIMILE K IFNI
. B, "" 1. EUC) . MTUI 1. WE STROU.N. . D
ON AFTER TIRE NEUMBINES ANNO WF LITUDER NEEDED
CONSTRUCTION ACTEVITY REOUIREMEN
OF STORM INAT
;ITB I
FUND �ICNN SHULL IMPLEMENT THE SPURR MO THE BROBAREVENTS OF THIS MUST
SEE, MANNUDEPA NT PRENTICES COURT) BINDWEED N THE I UP IN NEWS
PERMIT MUST We .11111I IN - SPITAPPROUll . IAWDENESL UFF.I.
EL FROSICIN PRESIONTION PRACTICES
THE CONIAXEDIR MAUL IMPLEMENT CONSTINATIONI PUSHING, ACAUTATTR BUFFER SUISSE,
HI OBSCURE. SPOT OTHER PURIFIES THUT APHRUIREE
ENCESSATUT THE LOESTION OF RUPEES HOT TO Be DISTURBED MEET BE OULNEUTED (ED
WTI FUNDS, HOMES, SACCUP. SET FENDE, EFC) ON THE DREMPLASTAND WE MEDICINE
NAUT ENOWN,
TRL LESPEENCOUT FEES Of A . BUTTIN PAT - PORMUSSIN
COMPASTAND �rh �H � DIUMBETIED TO A WARNED MEDIA MUST BE STABILIZED
ISTENTS I DUST eFTIPPENT . I T STEPECE 1. . tIBI I. T I SHOUREI). OR El
. 'PAPER I- le.) THESE ARREWS REPULARE FRANCE THERE W.S. EUPPLE. NONE
SMITH I. A POWER` WORT 1. A EARE AND OWNER SYSTEM ST. MENTER MEET,
Pe� OR WHIP SPETEM TW DISCHARGES ED A SI .1.
Har . Wer". PDRUMBEFTEEI A AND . WHILD WASEE BE IT.. WEENUM
. 1. FEET 1. DUE .� WEE, ONE 1. 1. . OF . ED
AND SURIUMEa ISFEW BSTNUM 24 WORRIES N' �� TO A SUNNI MYER)
RUN EXPLETi MUST Or FW0AUED WHICH TEMPORARY DART K�NT ENTATTY
W- CE . OF 0.0. 1. A .1 IN
C. SEDIMENT CONTROL PRABUCTICES
BEEDURRENT TANI PASSUISCES -1 UNNIMSE ... INESSUND
. III CNOUE1 IND . RE. ...
DOMINION, THUMETENCES ONLY RE Fee SITE POPENTIOND V
DEUM DRUME .. IS A.., SPERFORM, . THUDDED,
FRUSE BE INSTALLED AND 1. 1 INED OF ... EPPACE
K IND PRODUCER WEI LEENEK ON GREATER THUS IS FEET FDA
REARRESi . A EXEME BE � I OR .,.A WNRES - OF I.
WE. SPLIF TEMPI . I. ONAMS. .1 SURAIS. PAT PETER
NPI . EMBI AS . PU CUT E. P.
ea.
OTMENUAL .1.11 MUST OF B ON
.1. . LUND . WINSTON,
THE 1. IT SEEMPREN, . PARLDRE, -1 WE .. ED
.P.1 SURSORT FIRM .'.IRS HEWETT. ITHEME .1
WELPST IN MEMED ORION THE HEIT PRECTINTAFROUT PANIC INCH I THIS
.1.1 � -1 1.11CUSTE
EFINTANI -11 PROI IL 11TWU . TRUETS IN E
BASS I NUCHI 0F.CUTIESECT.Q. UNI ILL ELLWES WfUl POSENI FOR
MONTI TO 1.1 PLE . .11. 11.1111.
a. SIDDIDELl MEET . 11 FINLI MOREMET ll� PERIMETER
� Ta PER Of THE UTXlPLf MO (TABLE ON PLACED IN SURFACE
MMENDS INDELOWN I BUTER I.El . IS C. AND
BETTER SUUWU OR EDUCTUITS ON PEOPLES
SPIN, INUSTURS MUST .1 MERR11B ON SAW, PERECT MATTHEW
MUST a USED JF SE,DH OUR 5 ME M07 ACCEPLATE TO MEANT
FE.aW INECIA AlIND TRUMLSID ..TO 1.1 STREET
CONTIRMCCUR MUST HH7TLL TEMPORWAY (OR PERNMESTME)
AMPLBI APTIERE 11. ON NONE NERII X OSSIBREED I Na. 1. A
COMMON LOSURSON THE EQRUMA7X HAND C� Se CONSIRTATED
PRIOR TO ITSFFNI UPI MESS
D. OEVOSATFRING AND SUREFACI� DROINUMSE
NTNWF�N. Be - TyPE OF 11 .1 THAT - . I.
De SEDIMENT UNALL. . Relle .1 WE PNI T. .
SPERM" BLEAS ON IFFE FAMETI WE NSPHNEW�R POSAWAS I THE
WITER I Ea DISCHARGE. TO I . PARENT IN lE'l� IME
ISTRIA IN 1 .1 RE TRENT. WFUT ITHE . I
�H PUT THE DOES AT AMULET' AFFECT THE RECEPTIND
.,IN TAT . RN THE CLUDAUSEDNECUT .1 UNFEWHIC
TNRT D= NAMES ARE PROTECTED MORE INTERIM AND
.DPR 1. DRUENNUM .1 ME USED OWER HATUREA, RED.
A~ AND NAMES, PLASTIC BRUDAR, Be OTHER �MFED BREACH,
IN A MUNINER THAT
N.L INNER RUNS DERNEENI WHE K
ENDES .1 . I I.. ERI
Mr. . . . . 1. INE
E. AND �
THE RUP(me . TO . PRE .. WE .1
ENERN SESSEN CROPS BURNING NITRATE AND 24 FROUNEX AFTEM A
.I EMENIC OF . . .1 . WE �41 WIL WEADDER" MUST BE
RECORDED 0 MWERING WEST K� AIR ARICA RIDES �W�
IMENT, 1. ANDERAL OF
BOUND. all MUMMINUENE Re. RMSE MALUMBE
PARE IF 1. OF ..
MUNWE Of PUTCONES) . ENSPETITERES
Me ARED OeTUARMONSWUNNES TOM .. W,'.
I PAN" FAL.TER THARN B I INOTHEI WE 14
.1 . .1.1
MUNCtIMUNCE MUST WE PERFORMED ASS POLL.
FEE IEWt BEEMSEEIRREFULNELEEPHAMIJEWERECT RUNS
ON I FLJUI. .1. 1. .
IN.I. ..I D MIRE SE=T RENSERNE. SUFF. 1 11.
HPLAW IS LAE." WITH. 11
NC WE=D ITHERM SURFACE UPERS . I NU�
CONSTRUCTION WE EXITS MKITED, TPUCKED SEDIMENT EXEMENED WITHIN
24 HOURS
F. FOCI I UTIOIN PREBIENTION MANUCEMENT M
SPLIT MONTE UIM17 BE PROPOSED OF PITNE MPCI REAFREMENES
. "E"FERNMET .1 ED ST.. Me .1. Of 11. IS 10 A
NEWEACTONS SECONDARY CONTAINMENT & RESTRICTED ALLIES MUST ONE
PRESSEENCO MOUNT FUELIND MISS (R WNT OR AS PHRECTIB N THE
MET OF WATER EXPEL.. DESTReT EDINDURRUEND IS
RNIMEW UMy-LNED STRE NEMN. POLI-LESED POINTS ONCE. TO
.. ..I. E.
ESTERNAL RESSUND OF ANDEES TATCT OR TRIED TO A
DEFTNED ARREA OFF THE WE ALI MUST WE COUTRINED MUD WROTE
PROURENLY OF UST ENSURE 6 ALLONSCIT OR WE
G. ITENUM SCT�GEATVOMI
THE PENUFFEE (la SUMER/lECTUALOCRICH WHO THE COMETRUNCION WHO
MEMO THE WH,% WNNEWS� FDA CEREBRAL STARM-MINTEN
l� FOR EXISIENATMEN POINSTE) MUSE I. TRUE. "NUMBLUTWOUT
Of DUE I A NOTRELE OR ... .1 . D MENNUM SO
OF FOR, ..
... I WE D IN IFFE .1.
- ALL MR. I. HUMBE BEEN TOMPECTI.
PURN TOO BE FEE BERSERELE S.B. NEW . PERE.
WEETARCUSE LOWER Mat
A . .. MUNTE NESURBED,
EE WE I. EI DEUREW . WE DPAI) I K
AREAREMSED,
I WES ... FUS BEEN (AFF 1. S
UND 1. NE USEED SS
U,." OF K.N` .
WHO ME ANDETTENT TO INDIAN THE BASIN TO WEENEW
EARANCEDIF
WIZ,d Cedar Poink,---�"
IT,
I, -" -WEN,
<
CHANHI
SURN,
PROJECT -CF�
LOCATION
': MU'A;'
LOCATION MAP
NO SCALE
DEVELOPMENT SUMMAR
TOTAL PROJECT AREA
40 14 AC
TOTAL DISTURBED ARE,k
35 74 AC
EXISTING IMPERVIOUS AREA
0710 AC
PROPOSED MPERIAOUS AREA
19 72 AC
SOILS ARE HYDROLOGIC SOIL CROUP
8
UWARRUMMUN-WHATURNIUM.."WHIM ICE CO
UNNUMMURNMENBANSURRUNTS.
UP Lw
OBT, OUR.
.1 THROW, WERSH .I