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2005-10-21_5-Site 11-30-05WARNING 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. -Q � III II M111=11,11M 1111 i MM Ali � SsEh S19 L mugAS11 .I� � I 11111111111 00 )-A 111111 � �I ca UJ 1 11 JIL qP uuuu 1010010010011011 qw Lake "M OHIO �W E Aillouloul � U11 kJ Ul SHEET INDEX ....... \ 1. TITLE SHEET 2. EXISTING CONDITIONS PLAN 3. TREE PRESERVATION PLAN 4. TREE PRESERVATION DETAILS Lake R 5. SITE PLAN 6. GRADING PLAN 7. PRIVATE UTILITY PLAN 8. WETLAND MITIGATION PLAN 9. DETAILS 10. DETAILS 11. DETAILS w 12. RAIN WATER GARDEN PLAN 13. LANDSCAPE PLAN - 14. LANDSCAPE DETAILS - _ 15. LIGHTING PLAN C2000H HASSEN.... ...... OP: 2 0,,3 21 r TR i r \ , / r--� r--� r-�l ROiC1.- HazeCT-lne LOCATION MAP NO SCALE uuuuu uuu V V ��uud�U Ulu101 V u uuu U iuuuuuuuuuuiiui Emi 11 uuuuu � �� luuuuul iuuuuuu uuuuu uuu U�Vu ENG14ER �o�o�o000000 ��PLNEU o00000o U �� SNE uuuuuu I�IUIW ul � m, � ullu lu ul �� IIIIIIIIIII IIIIIIIIIII WUIWu uuuuuuuuuuu uu IIWu�I ullu lu ul ��I, ��I� I�� N IIWUIWu '�° uV�' IIIIIIIIIIIIII V'W� 111111' _ VIIIIIIIIIIIIIUIYV U uuuuu) U 000o uuuuuuuuuul po�� o00o Z T A B p uuu uuuuuuuuuuuuu o00000o p pp uuuuuu uuuuuuuuuuuuu o uuu �� IVu�° uuuuuuuuuuuuu Ipuuuuou p uuu 00000ml000l uuuuuuuuuul puuu � I �o00o 51:: ��iiuullllll UU w V� uIUIIIIIIIUU ��iiuullllll U u�uiuullllll �U muuuul luoou lmuuuul IIII U muuuuuuuuuum VV muuuu muuuuuuuuuum U uuuuu �Vuu UU muuuuuuuuuum a uuuu U U U uuu 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: 10-21-05 REG. NO. 12048 www.schoellmadson.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 I of 15 SMI Project Number: 62641-047 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: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: 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 CHANHASSEN, MN 55305 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Existing Conditions Z. Date: 10-21-05 Sheet: 2 of 15 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 Professional Engineer under the laws of the State of Minnesota. Kenneth E. Adolf Date: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: 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 CHANHASSEN, MN 55305 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Existing Conditions Z. Date: 10-21-05 Sheet: 2 of 15 SMI Project Number: 62641-047 Revisions Date: Description: By: Date: Description: By: Date: Description: By: 11-30-05 Revised Project Information JJ 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 IV Date: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: 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 CHANHASSEN, MN 55305 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Site Plan Date: 10-21-05 Sheet: 5 15 of SMI Project Number: 62641-047 LEGEND 0 XXXX TREES REMOVED 0XXXX TREES PRESERVED ❑ ❑ ❑ ❑ ❑ ❑ 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 SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES AND IS TO BE PLACED OUTSIDE OF THE DRIP LINE OF ALL SIGNIFlCANT 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 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.) 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. FT. OR 40.15 AC. TOTAL WETLAND AREA = 182,952 SQ. FT. OR 4.20 AC. SUB TOTAL SITE AREA = 1,565,766 SQ. FT. OR 35.95 AC (EXCLUDED WETLAND AREA) TOTAL BASE LINE EXISTING = 356,529 SQ. 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. FT. OR 3.52 AC CANOPY COVERAGE AREA. 356,529 — 172,565 = 183,964 SQ. FT. 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. TREE DRIPLINE. SNOW FENCE OUTSIDE OF DRIPLINE SEE SPECS. EXISTING TREES TO d � ELEVATION TREE DRIPLINE. d � v a d v BE PRESERVED. ORANGE PLASTIC MESH FENCE. SEE ERECT PROTECTIVE SNOW FENCE PRIOR TO ANY CONSTRUCTION ACTIVITY. DO NOT STORE ANY EQUIPMENT OR MATERIALS WITHIN PROTECTIVE AREA. REMOVE THE PROTECTIVE SNOW FENCE ONLY AFTER CONSTRUCTION OPERATIONS ARE COMPLETED. TREE PROTECTION 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 14ftt west of westerly edge of bit, Galpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). Revisions Date: Description: By: Date: Description: By: Date: Description: By: 10-14-05 Construction Documents JJ I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Duly Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Teppen Date: 10.21.05 Reg. No. 26980 Designed By: Drawn By: Checked By: 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 CHANHASSEN, MN 55305 cW 0 • e 60 120 180 _E IN FEET Date: 10.21.05 Sheet Title: Sheet: Tree Preservation Plan �L_ 3 15 of SMI Project Number: 62641-047 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN 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 R 2212 OAK 41 1 41 R 2215 BOX ELDER 24 1 24 R 2217 ASH 14 1 14 R 2218 ASH 14 1 14 R 2219 SPRUCE 16 1 16 R 2221 SPRUCE 12 1 12 R 2222 SPRUCE 12 1 12 R 2224 COTTONWOOD 36 1 36 R 2225 BALSAM FIR 50 1 50 R 2226 MAPLE 12 1 12 R 2227 MAPLE 12 1 12 R 2228 MAPLE 18 1 18 R 2229 MAPLE 24 1 24 R 2230 ASH TWIN 12 2 24 R 2231 SPRUCE 12 1 12 R 2232 SPRUCE 12 1 12 R 2233 SPRUCE 12 1 12 R 2234 SPRUCE 12 1 12 R 2235 SPRUCE 12 1 12 R 2236 SPRUCE 12 1 12 R 2238 MAPLE 18 1 18 R 2239 SPRUCE 12 1 12 R 2240 SPRUCE 12 1 12 R 2241 SPRUCE 12 1 12 R 2242 SPRUCE 12 1 12 R 2243 SPRUCE 12 1 12 R 2246 ASH 14 1 14 R 2247 ASH 12 1 12 R 2248 ASH 18 1 18 S 2250 OAK 42 1 42 S 2251 OAK 30 1 30 S 2252 COTTONWOOD 18 1 18 S 2253 COTTONWOOD 18 1 18 S 2254 COTTONWOOD 18 1 18 R 2255 BOX ELDER 22 1 22 R 2256 ASH 12 1 12 R 2257 ASH 12 1 12 R 2258 ASH 12 1 12 R 2259 ASH 12 1 12 R 2260 ASH 12 1 12 S 2261 COTTONWOOD 18 1 18 R 2262 ASH 12 1 12 R 2263 ASH TWIN 12 1 12 R 2264 BASSWOOD 12 1 12 R 2265 ASH 12 1 12 R 2266 ASH 12 1 12 R 2267 ASH 12 1 12 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 R 2275 ASH 16 1 16 R 2276 ASH 16 1 16 R 2277 BOX ELDER 18 1 18 R 2278 OAK 22 1 22 R 2279 OAK 18 1 18 R 2280 OAK 21 1 21 R 2281 OAK 24 1 24 R 2282 BASSWOOD 31 1 31 R 2283 OAK 21 1 21 R 2284 OAK 28 1 28 R 2285 MAPLE 12 1 12 R 2286 OAK 31 1 31 R 2287 OAK 24 1 24 R 2288 OAK 24 1 24 R 2289 OAK 18 1 18 R 2291 OAK 36 1 36 R 2292 OAK 31 1 31 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 R 2304 OAK 24 1 24 R 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 18 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 R 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 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 S 2389 OAK 12 1 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 Duly Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Teppen Date: 10.21.05 Reg. No. 26980 Designed By: Drawn By: Checked By: Status I hereby certify that this plan was prepared by me or under my direct supervision and that I am a Duly Licensed Professional Landscape Architect under the laws of the State of Minnesota. Kevin Teppen Date: 10.21.05 Reg. No. 26980 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 R 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 S 2418 Oak 18 1 18 S 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 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 R 2471 BASSWOOD 12 1 12 R 2472 PINE 12 1 12 R 2473 OAK 22 1 22 R 2474 OAK 18 1 18 R 2475 SPRUCE 12 1 12 R 2476 OAK 18 1 18 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 S 2483 OAK 18 1 18 R 2484 OAK 16 1 16 R 2485 OAK 16 1 16 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 CHANHASSEN, MN 55305 Status Number Full Desc. Size Number of Trunk Total Inches R 2486 OAK 16 1 16 R 2487 OAK 24 1 24 R 2488 OAK 24 1 24 S 2489 OAK 24 1 24 R 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 R 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 S 2507 OAK 12 1 12 R 2508 OAK 12 1 12 R 2509 OAK 14 1 14 R 2510 OAK 18 1 18 R 2511 OAK 12 1 12 R 2512 OAK 16 1 16 R 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 R 2521 OAK 12 1 12 R 2522 OAK 18 1 18 R 2523 OAK 16 1 16 S 2524 OAK TWIN 24 2 48 R 2525 OAK 14 1 14 R 2526 OAK 18 1 18 R 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 R 2532 OAK 14 1 14 R 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 14 R 2538 OAK 14 1 14 R 2539 OAK TWIN 24 2 48 R 2540 OAK 12 1 12 R 2541 Basswood 12 1 12 R 2542 Ash 12 1 12 R 2543 Ash 12 1 12 R 2544 Ash 12 1 12 R 2545 Ash 12 1 12 R 2546 Ash 20 1 20 R 2547 Ash 12 1 12 R 2548 Ash 14 1 14 R 2549 Ash 14 1 14 R 2550 Ash 14 1 14 R 2551 Oak 18 1 18 R 2552 Oak 24 1 24 R 2553 Oak 18 1 18 R 2554 Oak 12 1 12 R 2555 Oak 28 1 28 S 2556 Oak 24 1 24 S 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 Date: 10.21.05 Sheet Title: Sheet: Tree Preservation Details 4 15 of ---/1 SMI Project Number: 62641-047 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN 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: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: 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 CHANHASSEN, MN 55305 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Site Plan Z. Date: 10-21-05 Sheet: 5 of 15 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 Professional Engineer under the laws of the State of Minnesota. Kenneth E. Adolf Date: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: 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 CHANHASSEN, MN 55305 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Site Plan Z. Date: 10-21-05 Sheet: 5 of 15 SMI Project Number: 62641-047 `I /E FLO e ,g L�"" 0 60 120 180 SCALE IN FEET LEGEND .-. _..- DENOTES EXISTING CONTOUR — — — — —998— — — — — DENOTES PROPOSED CONTOUR 998 DENOTES FUTURE CONTOUR DENOTES BOUNDARY LINE ....................................................................................................................... ............... ............... ........ .::::::: ..........................................._........................................._............._.................................................. DENOTES DRAINAGE/UTILITY EASEMENT DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER - 0 0 0 0 0 0 0 0 0 0 0 0- DENOTES TYPE 1 EROSION CONTROL SILT FENCE -0000000000000000000a DENOTES TYPE 2 EROSION CONTROL SILT FENCE DENOTES TREE PRESERVATION FENCE DENOTES PROPOSED RAINGARDEN - CDCDCDCxZXZXDCxZXDCD 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 40M DENOTES DIRECTION OF DRAINAGE FLOW x 910.5 DENOTES PROPOSED SPOT ELEVATION DENOTES EXISTING BUILDING . �; Y-" ... .. ... ... I ... ... ... .. ... ... I ... ... ... .. ... ... l. DENOTES PROPOSED BUILDING ... .. ... — � .. .. .. � -1 n (TYP) A '';TREES It... -ij;. RAINGARRRN RIM 9 G9.0 BTM 9G9.0 RECONSTRUCT BITUMINOUS PATH AS NEEDED DURI CONSTRUCTION 1. CONTRACTOR SHALL USE SPECIAL CONSTRU TION 00 TECHNIQUES TO NOT DISTURB TRAVEL PORTION OF CSAH i ., - .1 .. .. . (� I... I ....... I.- �. .. .. . . .. �. .... .... .. ..' . . .1 . .. - .. ... � I . ... ... _. .. .. I .. .... ... � . .... .... ... . .... . . � .. �. .. .0. ..... .. � .. . .. .1 I ...... �. _ .. :::::::i. � ::_ ... . .......... . . ............. .. .... 0.... .. .......... ....... . ... � ....... .. � . ....... .1 . .. ... ..... .... I .......... .......... _ ......... I ... ........�_ I.. ... ... ... 1 ....... . � ... .. ... ... . . .. .. .. � .... .. �.... .,,0#'� � .............. � ......_11� ... .............. I .. ....... � ... I .. ....... I �. .. ........ .. .. ... .. ..._4 VE � ......... ... .... ... �. ... .1 ..... � ............... ......... ... .. ... .... I ... ........... r: I..., � . ......... � .. ........ �.. ,n . ... ...... 1 ...... � ..... ..... ...... .1 ...... .......... I ... ... .. .... �.. .10� .. � ... I.. ,: 41aiw __� '�. �.... . r:m:iiin ... � . ....... . ..... . 1 '��..- � ::: z::. i: .. 1. � . I. i. :�u..I-.... . 00 a1m...i... � . \ni � . I.. . .'i . H: I n .... .. �. I.. . I H: zn. n .., .. I I.. �... �.. � I .... . t... . ... .. ROCK CONSTRUCTION ENTRANCE .. .. .. �.... (SEE DETAIL) .. \� ... 0 \ II` .. ....... d .. .. �.. I I I Q 7 jr �I \ ' I 11 L .... ........... � . ..1. ]00 �. � .. .. .. �.. \;. ..'... � 1 I I . .. VE THE f NEEA�N�NG I ..ti vLL .. V. ... �.. . 1 I . .. ... .. . .. i \ It . I .., .. ... , . �. .... �. i . 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. / / / ..... ::::: .. ..... ....' �. .... ..... I .. / / / / / / .. .. . / //r ///r / / / // / r �/ r l / i r / � I I I I I I I l// / ,/ / REINFO N I I I I I I 1 1 1 /i r • T I l I l Ix 01 I /r/ r I I— �, �95► I I I r F — — — I I I I �— ELEV=9 . I I — ,� — I I I--- 00o 10 i 1 1 1 1--- I (0 1 � 1 I ` -Q I (� (� ---- � I I I�I0IN� I � I1 �� 1 1 I ... 1.1 1 00 N 1 \ \�'.'. �� '.'.'.� \ % 1 � � \ \0\ ..� 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 REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. L. .'`. V \ ...`.. . . / \VI'.V V. .1 \VV V` .'`. V \V . I \VL11 . V. ••. .`.. .. MP R M IN FF TIV FORTH ARRI R I N DECO OSES 0 BECO ES E EC E BE 0 E E B E S 0 - - -- -- -- -- .-_ . IV J�J.VJ .. _., .:::... - _. '..... . .... ...x w� EROSION CONTROL SI LT FENCE .. .. ---- - -- - -- - ..... ..�.. WETLAND MITIGATION AREA....... ... .... .... EROSION .... CONTROL _..... ............. ___. ..__ ____ �� - + : �/ .. 7 .........'...� ,.. o ..........�� .......� ...........'� ..... .......... .... ....:.. .....................�...' . .. - ...........� ......1.:� .....�� ... ....I..� BENCHMARK N R N ARY. LO GE ECESS : L O S EL .. - .. I N FI TRATI N H F HAS BEEN GRADED 8e SEEDED .._ ... ,,:..._ ..._._ .. .........................................�� ... _ SILT FENCE ___--_ .... o ; ; .. 1 OT control monument JON MNDT alon west side of HWY. 41. MND g ..........I...a.................=...:�.:..=.... .1. ............. .... ........-......�............ ................ �I. ..... ........�....._;; . ... ...... ......I...... ...... .... I.... . .....I................I................... ....�...� ......... ........ ...... ........ ...�... ELEV-9-3.QD .................................. ....I .. �...�..:...r......:...:..�.:....:.....:................-...-...-.............. ....... �. -.. �1.....�... ...�.................�............. .... ...... .. �. :. : .......... ,: .::. .. : ........�.......�............. .I .................................. ...I.............. .................................... ....... -..... ...............................................................I .........- :...:: ......... .. :....... ........... .=....:...:...r......=. ..Z..=..:..:..::...:....:....:....:....:....:..: ..... . .. :: � ._.....'. ... :.:.. --._.. '�� ........... ................_.�. .I....—..... .....1...�� ..I......--.. ....I.........'1I... ....1.I.. - Elevation — 1027.44 feet NGVD-1929 . 3. SEDIMENT REMOVAL SEDIMENT DEPOSITS SHALL BE ...... ...... ... REMOVED AFTER EACH .. ... ....�I .....�..........�............ ......�............... ................�.... �. .. . .. .. �. z.... .. ............ —..: - .. :::: V M"� N .......... Q�_ ... — .................. ........ ........ — — .....�.. .... .....�� ......:::.._ o O O '_ .... .... ....... �.... ...... ......'. ...... ....�� ....... Z..� _.. .. ... . � a 2. MNDOT Control monument HAZE MNDT, alon west side of HWY. 41. 9 STORM EVENT. . _ .._ .. ■ ■ § so .......�....� .......I.�..............I........... ...._..........�..I....� .. ...1.....�....... I. P ` ■ ... — �0 ... . ........... ..... .......� ............. ........... _........ ......I.... .�....'..1.�. ........I... ....I...._. ......�.I_... .....�......� _ : F Elevation = 965.75 feet NGVD-1929 . ( ) �.. �.................................I.......�...........�..............I.—..—..I ......�.. .. .. . NOTE: ANY EXISTING ACCESS .. .II I...�� ....�..... �. ............�.I�................. A A A 4 NY SEDIMENT REM INING IN PLACE FTER THE SILT ...�..._ .... : :::::.=.. FENCE OR FILTER -- ... � - :::... _. -.- .::..: _ . . . ...... .... ..:::: ._ - -::::: - ... _ .- ... ... . .. _:. .. . ____ ::::: ::;... .:::: :.... ... OFF GALPIN �c LYMAN BLVDS - - ..... _ _..... ;:. SILT FENCE ..1... . .. ; .. ';. i ....., nrlmmm� I 14ffw fw rl f 3 SMI Coto o u e t 2 ocated t est o este ed e o bit Gal in Blvd and 39ftt NW of Power Pole. P FABRIC IS NO LONGER REQUIRED SHALL BE GRADED TO CONFORM WITH THE ........ . _ .._ ....... .. V X R M0 E E ISTING V A DRI EW Y MUST BE REMOVED BEFORE ......I.......... - ....... ...... . .� Elevation = 970.48 feet NGVD-1929 . ( ) EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX . .. "` ::: CONSTRUCTION BEGINS. ......_ .........._.... ..._ . ... .. AS DIRECTED BY THE OWNER. .... .... ... . . .. Revisions Date: Description: By: Date: Description: By: Date: Description: By: i I I _F I i ii i 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. Kenneth E. Adolf Date: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. I \ 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 CHANHASSEN, MN 55305 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Grading, Drainage & Erosion Control Plan Date: 10-21-05 Sheet: 5 of 15 SMI Project Number: 62641-047 CONSTRUCTION NOTES: 10 I 9 in 0 60 120 180 SCALE IN FEET � i CB 34 RIM=961.20 INV=957.20� � 00000� / CBMH 35 1 - - - - - - - INV=954.20 E \IN=949.55 INV=953.54 _INV=957.00MH 4 '- "PVC SDR35CAD 0.87% DT 1 =957 04 N,S) C�? ........�y CBMH 4645' -4» RAI NTI _ p �- 151 -15 HDPE 4HYDRANT I r 23 -15 HDPE n \ \ H 7 STU = I V 956.0 ��1 I„I�'.\�".,T A1� LE _........ 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 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 BE 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 C1 1 1 /A21.1 1. 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 HDPE PIPE OR APPROVED EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. CASTING SHALL BE NEENAH R-3290-L 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-1642. 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 AASHTO 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. 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: 1-800-252-1 166. 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 EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS PAVEMENT. 13. 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. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE WITH Mn/DOT SPECIFICATIONS. 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING DEPARTMENT. 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY COMPANIES. LEGEND - DENOTES BOUNDARY LINE A ��H4 C-900 VATERMAIN 8» VALVE 8» C900 WM A - 2.2 I \ .... \ G .... .... .... .. DENOTES DRAINAGE/ UTILITY EASEMENT >> 1 DRA IL @ 1.0 I 6" VALVE 180' �30" HDPE ® 0.40% 95'-18" HDPE 953.0 _ \ \� S\doop ��36 0 ONNE H2 - - - - DENOTES EXISTING STORM SEWER STMH 54c6L� RIM=952.00 °° AT INV 952.09 15 - PVC SDR35 I I I I I 06'-33" HDPE STMH 1 _ NT ©2 % 30'-6" PVC SDR35 « DENOTES PROPOSED STORM SEWER \ STUB INV=948.48 ® 2.0% o \ �111.0% 6 VALVE CBMH 52 I _ o I FES 4 STUB INV-948.08 DENOTES EXISTING WATERMAIN 8 x6 TEE RIM=955.90 INV=956.71E \ I AR ATE 15 () \ 8" DENOTES PROPOSED WATERMAIN 8 TEE INV=955.67(S) BMH 53 BEN RIP AP 42" FES 2 •27% IM=960 80 CB 51 I , 944.00 INJV-956.80 DENOTES EXISTING SANITARY SEWER 8"-45' BEND I 8"x6" TEE RIM=964.0 \ INV=960.0 \ I I < DENOTES PROPOSED SANITARY SEWER 8" VALVE 6" VALVE �e�oEe 961 �a F. Eo 9 61 DENOTES EXISTING BUILDING \ I I CB 29 \ 6 PLUG \ \ RIM=958.95 I o 6 PLUG 15" HDPE DENOTES PROPOSED BUILDING CONNECT TO Oi,l ILEF950.93 v\ 167 -18 HDPE I T1.0% \ FES 1 STRUCTURE HYDRANT 129 18 HDPE DENOTES PROPOSED RAINGARDEN ® 1.0% ® 0820 _ 8x6 T E I 45'-6" HDPE \ \ 6 VALVE I I VALV ® 0.20% ° I 8 "x 6" TEE \ DENOTES EXISTING FES 8 -45 \ I 75'-6" DRAINTILE BEND \ �, I I STMH 50 \ I ' DENOTES PROPOSED FES FES WITH RIPRAP ® 0.20� CBMH 47 V RIM-961.50 � � 1 / OUTLET CONTROL STRUC :: I \ RIM=959.50 HYDRANT INV=958.94 (INCLUDED IN PUBLIC IMPROVEME INV=942.24 INV-951.34 I I 6" VALVEi. 8 -45° ' DENOTES EXISTING STORM MANHOLE/CB = CBMH 49 8 _45. FIES 3 DT INV=955.21 » INFILTRATION SHELF .'.' ..... �= ., INV=944.0 / _ 8x6 TEE RIM=964.0 BEND B ND I :� .......�............... 90 -6 DRAINTILE - I INV 95 I ■ DENOTES PROPOSED STORM MANHOLE/CB (SEE DETAIL) ; ::::: ® 0.20% \ �T ENV=9s9.5 \ HY RANT ... I I 8 C900 W I I I „ 9 I DENOTES EXISTING SANITARY MANHOLE WARNING ::: 6 VALVE " """'''�-INv=942.27 _ DENOTES PROPOSED SANITARY MANHOLE 8 x TEE THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES 10 -27 HD « < ....." . < < - -'= FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, RAINTILE ""' """"""' 266 -27 HDPE 1.0% ® 0.20 .26% 269 -18 HDP C� 1.50% 1 15 - 8 HD�E "� DENOTES EXISTING HYDRANT CONDUITS, PIPES, OR OTHER BURIED \ INV=942.24 BEND CBMH 48 I �® 0.717% MANHOLES VALVES, I o STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR \ RIM 959.0 46 4 DRAINTILE I DENOTES PROPOSED HYDRANT REPLACE THE ABOVE WHEN DAMAGED DURING = - @ 1.0% �I CONSTRUCTION AT NO COST TO OWNER. ,,, ��,,,,T„ DT INV=954.62 _ _ _ _IN�960.0 I I N 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: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: 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 CHANHASSEN, MN 55305 i t, 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 14ftt west of westerly edge of bit, Galpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Private Utility Plan Z. Date: 10-21-05 Sheet: 7 of 15 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 Professional Engineer under the laws of the State of Minnesota. Kenneth E. Adolf Date: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: 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 CHANHASSEN, MN 55305 i t, 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 14ftt west of westerly edge of bit, Galpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Private Utility Plan Z. Date: 10-21-05 Sheet: 7 of 15 SMI 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: 1-800-252-1 166. 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. 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 LEGEND DENOTES EXISTING CONTOUR - - - - -998- - - - - DENOTES PROPOSED CONTOUR 998 DENOTES FUTURE CONTOUR DENOTES BOUNDARY LINE ............................................................................................................................... DENOTES DRAINAGE/UTILITY EASEMENT DENOTES EXISTING STORM SEWER < DENOTES PROPOSED STORM SEWER 1.00% DENOTES PERCENT OF GRADE 40M DENOTES DIRECTION OF DRAINAGE FLOW x 910.5 DENOTES PROPOSED SPOT ELEVATION T `n O e o so 120 iao SCALE IN FEET LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. IMPACTED WETLAND AREAS 12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES IN 10 FEET. W Inc i denta 13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6" BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM B 0. 44 Q C OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. 14. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED O 0.07 GROUND SURFACE TO PROVIDE SMOOTH &UNIFORM SLOPES, WHICH PROVIDE CI C POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE O 0.03 ccREQUIRED. 15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE TOTAL 0.54 cc DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. 16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER. 17. CONTRACTOR TO REMOVE ANY EXISTING STRUCTURE AND ACCESS OFF GALPIN BOULEVARD. THESE AREAS MUST BE SEEDED AND MULCHED OR SODDED IMMEDIATELY AFTER GRADING TO MINIMIZE EROSION. 18. ANY RETAINING WALLS OVER FOUR FEET HIGH MUST BE DESIGNED BY A REGISTERED CIVIL ENGINEER AND INCLUDE AN APPROVED SAFETY FENCE. A BUILDING PERMIT WILL ALSO BE REQUIRED. M ITI GATI 0 N NOTES: Generolized Sc`)edule 1. Fall of 2005 - Grade area 2. Fall of 2005 - Plant Temporary seed mixture WT1 3. Mid to late April, 2006 - Spot treatment of area. 4. Mid to late May, 2006 - Plant permanent seed mixture MnDOT/BWSR Mixture W2. 5. August to September, 2006 - Mow 6. Summer to fall of 2007 - Mow area minimum of two times. All wetland mitigation areas shall be designed so that the bottom surface of the mitigation area undulates and has an irregular shape. Further, soils shall be suitable for wetland creation. If suitable soils do not exist at the mitigation area, they shall be brought to the mitigation area and deposited so that the surface is covered with a minimum of 3-tenths of one foot of hydric or otherwise suitable soils. When this is necessary, a hold down shall be excavated so that the finished elevation matches that in on the grading plan for wetland mitigation. Soils shall be free of a seed source for reed canary grass and other invasive or exotic species to the greatest extent feasible. The areas shall be vegetated with a suitable seed mix, as specified on the plans and in this discussion and a monitoring plan shall be developed and implemented. Hydrology shall be supplied to the mitigation area to ensure the success of the mitigation. Where storm water is being used to supply the hydrology, water shall be treated to NURP standards. All erosion control shall follow that described in the SWPP plan. Site Grading and Soils The elevation at the boundary of the existing wetland, where it will match with the mitigation area, decreases from approximately 945 feet in the northeast to approximately 941 feet in the southeast and northwest corners. The mitigation shall be graded so that the perimeter of the mitigation will generally decrease in elevation towards the existing wetland. Suitable soils will need to be brought on site if none are present. Vegetation Managerrnent Any soils used within the mitigation areas shall be free of a seed source for reed canary grass or any other invasive/exotic species. Efforts shall be taken, where feasible to do so, to control any invasive plants existing in the vicinity of the mitigation areas. MnDOT/BWSR seed mixture W2 is to be planted in the mitigation areas. Upland Huffer A permanent buffer shall be established around all newly created and restored wetlands on the property. The wetland buffers shall be a minimum of 16.5 feet wide. After the site has been prepared, Seed Mixture U8 shall be used as described in the cooperative publication from the Minnesota Department of Transportation and the Minnesota Board of Soil and Water Resources. 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 14ftf west of westerly edge of bit, Galpin Blvd, and 39ftf NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). REQUIRED MITIGATION AREA 0.54 cc x 2 = 1.08 cc PROPOSED WETLAND AREAS NEW WETLAND OO CREDITS (MITIGATION) PUBLIC VALUE F CREDITS (PONDS) 0.54 cc 1.12 cc TOTAL 1.66 cc IMPACTED WETLAND PROPOSED WETLANE 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: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: 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 CHANHASSEN, MN 55305 Date: 10-21-05 Sheet Title: Sheet: Wetland Mitigation Plan �L_ 8 15 of SMI Project Number: 62641-047 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN 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: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: 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 CHANHASSEN, MN 55305 Date: 10-21-05 Sheet Title: Sheet: Wetland Mitigation Plan �L_ 8 15 of SMI Project Number: 62641-047 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN W = w U ~ w p J o m o z LiQ 0 w z r Ch o = U z 'J o z oC O >w U z o w w Q a- LC) Ld o_ (Y z X 0 > Q X F w �J O w C� w00 oZ a Z o' m ~Q x cn ~N Uw w •NIW L < = 00 QLJ � , � Q \wLOO� O Fh c� `D >cn w o LLJ 3: p U CV r Zcn _ w Q X m Z O M U�=_J w� Qo _J U Q UJ Ld �Ld0 LdzQ W w o YQ co QLLJ _ J - \ 3 ZCD� Qa- z a0 0 0JV Q I X LIJ � [ifo •Xb'W ,g-L = CD Q moO w Q``-1 w = �Q C)w m wQU � o-� _J m� J>Ld Ld Q Ld m z Ld Z W Q J J Q H (/) z o ��Q Qom z z� =OZCD �mw UQ�w JZz � Q� a- O> _'0 m WIw0 W � QQ to W O��JQ m� o�rr z ��F= nwI-CU1 pQQW QwZzoLn Z 0 � fyo cn U _Q __Cn-LooJ zLL_E3: Q_Jm�� UZ� Qh�o QQ �CV �DUn mr LLj Ww OQ- O Q J_J C, M= E V~� a_ zowQQ�Q 0Z � Q- Q 00j = ZJJC��W Uz tJ zO Q - wCDw ml-> 1 YzU= J QQ� w�LI =wBQ��cn-01- cn n o_:2 cn Q ril CITY OF r rrr r...�r�r,. F ;+.r.% jay N � smile _:. CHANHASSEN Ilk rr w6..v� r A16 iL iA, :x:,.• ;'+. 1-00 -01 1-02 '4•'^'• :�• • : •'r3 ....S:..a. .ai\..:. 1-03 ,1,-04 ,a\,..::. 3931004 FILTER FABRIC 6" MINIMUM DEPTH 1" - 2" WASHED ROCK 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE • NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF •:E""r .. r r r r r r r p i a r a r 'I a I %&of No a CHANHASSEN .,., .?.. ti ra ' 1--�8 .... ,S::.a. � n ..9 3935301 ""-nhole Casting and Adjusting g (See Plate 2110) vide I&I Barrier on all sanitary fer manhole(see plate 2109) nhole steps, Neenah R1981 J Aluminum, 16" on center. cps Shall be on Downstream e Unless Pipe Diameter is or Larger joints in manhole to have ' ring rubber gaskets. Maximum of 2 Short Manhole ers to be Used Directly ow Cone Section e shall be cut out flush h inside face of wall. _ Precast Inverts Must be 1 /2 of Pipe Diameter and Benches Sloped 2" Toward the Invert Minimum thickness of precast 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 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. SECTION CITY OF N rr•1, N ;r•*., 7,..8 r ��r Mia.l��r ■iu+� N �! r .e'q, r CHANHASSEN rMr,� 1,r w �. i i` i 2- , � " """ • 393 21 01 w Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T-Posts with 3(501b) tens strength plastic zip ties per T-Post. (Machine sliced) 6'Max� EROSION CONTROL FENCE - TYPE 1 T Posts 24" in ground lies Min. Depth of silt fence embedment. Note: Type 2 silt fence is the same as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. Hay or Straw Bales Two wood stakes driven through bale 1.5' to 2.0' into the / .< �v �� • ground. - V Zip Ties ' \ ' `' ` `° ` Bales to be recessed 6• below grade. ": " • .. J Bales are to be tied with a non -Degradable Material. EROSION CONTROL FENCE - TYPE 2 \ CITY OF 1%rr P*+ ,. Mi..riir s s s R r r R .'_ CHANHASSEN .�.. , t ......a...,i.2-�, 1-02, 1 03 . 1 0 .di\.... n1e9 If ..J\... ..\}.: 'i..130 '.� 3935300 Z O I- 0 N r Z Q P.C. JP CATCH BASIN IN RADIUS JG' O� P 8618 CURB 6 & GUTTER , a_ 10 SURMOUNTABLE TRANSITION CURB & GUTTER TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' I 10' 2'• 14" I 6" .�. ...b' .'v. ,. 'o' .. ..a.. 10 6 MNDOT B618 CONC. C & G SURMOUNTABLE C & G SECTION A -A CITY OF ',+•�•;r�' N r �' r SPIP ' - CHANHASSEN r 4 N ;,��i..+r+...�:..s .' to , .J\,;'. ,.\J•• i rm. 0)'�0 393 5204 DROP LID 7.5' Minimum cover required wATlx 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 L J 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 No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" GATE VALVE ADAPTER: 1/4" VB521 No. 58 14" STEEL WITH PROTECTIVE VB522 No. 59 20" COATING, 1 /2" RUBBER VB523 No. 60 26" GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" Resiliant Wedge Valve Valve and Box to be Conforming to AWWA plastic wrapped per C-515-80 standards BASE section 2.03a with all stainless steel nuts & bolts. IL 18"X18"X8" concrete block CITY OF''�N -,+P - , r N r , r� - \ .i �♦ r P. i,�ir,i# h': N * r r'% i j..'... CHANHASSEN r:� rrr �-r- N r r N-*+,�,.,,, r :a.,..a•::.D: ,. •,_,1-03,1-04 '.• �:•• :r' • �: "/, • ,may ....,.fir � 3 ,d/\, .:. /1& ■ s . .J\..: ,KJ.. �! S Revisions Date: Description: By: Date: Description: By: Date: Description: By: IMINIMUM 6" OF - COMPACTED SAND PROPOSED SEWER 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER ' #' " '*+r -i:� q f N its CITY OF ii f♦ r r.r . rMr,C�rr r s + . s s * � r -r r VJ 4r..lr .rMr %.Jr. ri ;.i . 4...+*1 .1...'00rr w CHANHASSEN IMINIMUM 6" OF - COMPACTED SAND PROPOSED SEWER 3" STYROFOAM INSULATION TRANSITION TO SPECIFIED DEPTH (TYPICAL). INSTALL VERTICAL BENDS WITH MEGA LUGS AS REQUIRED. WATERMAIN UNDER STORM SEWER ' #' " '*+r -i:� q f N its CITY OF ii f♦ r r.r . rMr,C�rr r s + . s s * � r -r r VJ 4r..lr .rMr %.Jr. ri ;.i . 4...+*1 .1...'00rr w CHANHASSEN Surmountable Curb & Gutter to be transitioned into a 8618 type at catchbasin. Catchbasin Frame & Grate Neenah R-3290-L or equal with L Grate ::. NOTE Catchbasin to be depressed 2" K• " below design gutter line grade. A Surmountable Concrete ISOMETRIC Curb & Gutter No Scale 2 - #4-60" Long Rebars Each way 0 0 0 5' Min. Transition •N�--------------�2 5' Min. Transition •o v Top of a W I Curb 2" W Design gutter line grade 2 - #4-60" LONG Rebars Each way Frame &Casting SECTION A -A No Scale CITY OF f'•'r rr \ �4.dt II: ■ f' I lop CHANHASSEN '% @ ♦♦ r �...� �i r...ar r r.i34106 ��.rr M 3933106 0 = W Cn 1" CORPORATION STOP 00 z L- CD AFTER MEETING TEST REQUIREMENTS THE AIR BLEED LINE SHALL BE DISCONNECTED AT THE PLUG WITH NO ADDITIONAL COMPENSATION. CITY OFpis s s Sir CHANHASSEN r•IS IF '',�.'* N I i..:r. i r ,f ♦11 i 393 1003 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: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: 6" Distance to variable 1 /2 r 3"r Top Bituminous Material 1/2„r slope N o . 3/4" per ft p y� •o MnDOT B618 r p Concrete Curb and Gutter 8" 18" 6" 1 Distance to � variable 1/2"r 3„r Top Bituminous Material 1 /2"r D :aa : 3 4 ft MnDOT B612 : a Concrete Curb and Gutter _ N NOTE: 6" 12. For Use Only with Private Driveways, Parking Lots, or Medians. 28"R 12"R 16" 68iR Top Bituminous Material N tt �= SURMOUNTABLE r 1/2 ° a• i• Concrete Curb and Gutter ` a.. 17 1 /2" 10 1 /2" 28" 4" 8" 1 1 /8"r Bituminous Bituminous Curb Surface So Shoe FOrmW _ N CITY OF ',+•�•; CHANHASSEN of203 ""' """ • 3935203 ...:. .d\mi.r 24x36" slab opening for Neenah R3290-L or equal NOTE: L grate shown I I Neenah R3290-L casting and rate or equal. Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. Precast concrete or HDPE adjusting rings. `o 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Ramnek or equal. z All joints in manhole to have 'o Varies "0" ring rubber gaskets. 4'-O" Typ• Precast concrete section NOTES: 5" 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. 6" 1 o '�•' •-�'. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for co each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1 /2 diameter at pipe and slope grout 2" toward invert. CITY OF N --/' N �,'r. r 1"' -►r. ,0 �, �6. r r M s -.: CHANHASSEN a N I rs �%.Ofs i rMr,f%r �tr r�...#�.r i :?',•.':: a:::'a: 1-00, 1-03 � .. 4r% 393 3102 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: See City Plate No. 3107 for riprap placement. Anchor Clip Tie last 3 pipe joints. Use 2 tie bolt fasteners per joint. Install at 60' from top or bottom 6" of pipe. Provide 3 anchor clips to fasten Trash Guard to Flared End Section. Hot dip galvanize after fabrication. Anchor both sides. ISOMETRIC TRASH GUARD SIZING Pipe Size Bars 'H' Bolts 12"-18" 314"O 4" 5/8" 21 "-42" 1 0 6" 3/4" 48"-72" 1 1 /4"0 12" 1 NOTES: 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 back 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 pas N ;�� r•�, � �. rr•'/. i r �.C1r.r.i.a* r.rwi.v* .. � r r I Ilk f CHANHASSEN r r .r I�..r r �...�r♦` .i..'� 3108 3/4" per foot 18" 1 5' MIN. 2.0% GRADE a. . . . . . . . . . E O 6" x 6" #6 Welded 3„ 7 1 /2" Concrete pavement Wire Mesh 4" Class 5 base incidental to apron SECM ON A- A No Scale 24' RESIDENTIAL 26' INDUSTRIAL/COMMERCIAL A Right -of -Way B618 Curb & Gutter - B618 Curb & Gutter Bituminous LO 00 Contraction Joints A T Max. Spacing in Expansion Joint (typ) Valley Gutter 0 8' PLAN. NOTE: No Scale 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 Slab. 3. Bituminous Paving Section to the Right -of -Way is the Same as Street Paving Section. CITY OF ' �"�� r�'"'';JF F 4.../ %...a r 0 �..,0,r. r, i r b, i CW%P r � rr:r# IVN +r N' 0p e'ttlk r HiHIE ••,0� r ,rrr 3935207 3'-0" NOTE: L Grate ShownLO Face of Curb Direction of Flow III�I�I�IIII�I�III� IIIIIIIIIIIIIIII �I11�111 Catchbasin casting and grate Neenah R3290-L or equal Grate to be 2" below 3" radius curb box. gutter grade. 5' transition each side of catchbasin. Precast concrete or HDPE adjusting rings. Top of Curb Varies Minimum of 2-2", 6 1/2" maximum of 5-2" Varies concrete ad jusment 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 collar on the outside. 6" Doghouses shall bezz grouted on both the Inside and outside. SECII 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 31 .IP01, -! �'..� r "' a ■ 1" ri" i # # r/ i t a CHANHASSEN A�';+ I �3t%tallI 1-00 1 -03 't•+•�•. �' • �; �'r 3933101 EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 PL CL PL L�---- --' --- -3y---------� 1 4" Topsoil, Seed & Mulch or Sod. B-618 Concrete Curb 18' to Face Wear Course to be 1/2" Above Edge of Gutter I l l 3.0 2.0 1.5 : 1 2"-MNDOT 20 MVW35035B 2"-MNDOT 2350 MVNW35035B 2 1/2"-MNDOT 2350 MVNW35035B 12"-Class 5 Aggregate Base, 100 Crushed 24" MINDOT 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 7.0. 3. Minimum street grade 0.75. 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 based on the test roll. r I �I # f F I I� I s _o U 0 z E0'W -DUNK v= 0.2 0 ' ai oa' I- o 0 LO = I- 0"5an d I - NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CITY OF rr r rr « ' �r•+.,r•+�r:� r \ r rr rr i � si..'TG CHANHASSEN ; ",�; r'"±r; r .T4: 8 r.►'=rr3932202 ..' .'�I_ Compacted ;I I _I- Backfill „ -1 + + + + + + + + + + + + + + + + + + I- 12 + + + + + + + + + + + + + + + + + I� + + + + + + + 1= Embedment =1 + + + + + + + + + + + + 1= ' Material Bc + + + + + + + + + + 0.58�+ + + + 6" Pay Depth =1 + + + + + + + + + + 1= ' Increments (typ.) 6„ �I 1+++++++++++++++++ + + ++_ 6" Pay Depth -� l i i i i i i i i i i i I_ I Foundation - Increments (Typ.) '=1 / / / / / / / / / 1= ' If Required (see Note 1) "Bc" Denotes outside diameter of 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 3149.213 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;� F er■*.,r■•/,r:� r ';k rr �' ii..ii..rr M r CHANHASSEN 3932203 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Details Date: 10-21-05 Sheet: 9 1%5 of SMI Project Number: 62641-047 FLARE TO MATCH 5' min. 50s0% OF BASE WIDTH OF WALK A DIAMETER BACK OF CURB DOME SECTION r v 000000000 �« 000000000 000000000 C0 a . 1 5/8--2 3/8- 15/1s•{rr�.} r- FRONT FACE OF + f2 , 3+ CJRB 3 3 4'min. 10 00000 1 5/8--2 3. O O O 1O O c A O O O 15/18-(Tip*.) 5 N, PLAN VIE OF DIGONAL RAMP 5/8-M . DOME SPACING CURB & GUTTER '-4" 4' C" � 0.08 FT./FT. OR FLATTER o 1 SECTION A -A 0.08 FT./FT.SLOPE OF FLARED SIDE, (IF EXISTING CONDITIONS DO NOT PERMIT, MAY 4' USE 0.10 FT./FT.- 0.08 FT./FT.SLOPE ) 6' S' ^::..:•:•%•............. • <•;•ii::iiv •:^;:r::::•::r:::.::......... ... , , .................. , .,....y�y.....:arr-:•y�.::•::fd:•2:•::ti^;:ti:^.:v1i:•:^::•ii•�;:•?:•: 72 , 6P 317 4' 0"min. 61 31) 5 71 YLl1 ..i/ iVt 9 i ELEVATION OF RAMP 10' 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL. 03 6" TO " IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. 40 ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN, IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0" BY 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (LIGHT GRAY, WHITE OR YELLOW) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (RED, BLACK, DARK GRAY, OR BRIGHT YELLOW) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR. 5 SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. 6 TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. CITY OFPEDESTRIAN CHANHASSEN CURB RAMP REVISED: 1-9, 1-04, 1-05 DATE: PLATE NO.:5215 FILE NAME: 393._5215 "I/I BARRIER" INP MANHOLE RING S AS MANUFACTURI BY "STRIKE PROF PRECAST, BLOCK, OF BRICK MANHOLE C% CORBEL -e and Cover 'E OR CAST CONCRETE USTING RINGS MASTIC SEAL NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 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 UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. CITY OF I 8c CHANHASSEN BARRIER .. 1 _ 0 3 .�,.::..��.. 2109 -779 ......•. . a �,. SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. SPECIFICATIONS AND STANDARDS DESIGN LOADS - AISC MANUAL OF STEEL CONSTRUCTION. 9TH EDITION. ALLOWABLE AXLE WEIGHT LOAD n/a - AWS STRUCTURAL WELDING CODE - STEEL, D1.1-94. SAFETY FACTOR n/a - 29 CM 1926 - OSHA SAFETY AND HEALTH STANDARDS WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 cfs 0 3" head MAXIMUM OVERFLOW RATE 5.94 cfs 0 15" head � MODEL#CG23 ASSEMBLY BOX N OTE: 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 CHANHASSEN REVISED: DATE: 1 _ 0 4 FILE NAME:393-5302A CATCH BASIN SEDIMENT TRAP PLATE NO.: 5 3 0 2A CURB VARIABLE HYDRANT VALVE BOX 6" 6" VARIES 5'-6' (SEE PLANS) 1 /4" SLOPE PER I FT. TO ROADWAY CRETE SEE NOTES 1 & 3 4" Class 5 Base 2' 3' 2.5' Min. PL 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'•'�'"'''i CHANHASSEN ��rr•*y F �r � r N r �. 1-03 :ii:::..y ■ l:i��:: :.if.. r•■�■,�1ri y 393521 4 1' 0.75" 1.5" BIT. WEAR BIT BASE NEEHNAH-1979-0207 WITH 2" MIN. RISE OR HDPE OR APPROVED EQUAL PRECAST CONCRETE ADJUSTING RINGS Rings shall be set on ABS " sealant or approved equal. 6" THICK CONCRETE 27" COLLAR NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH #R-1642 OR MCI #309 AND SHALL INCLUDE SELF SEALING VARIES SEE CHART TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND MAX. (3-4 ) ADJ. RINGS HDPE OR (1-2" RING WITH PRECAST CONCRETE MORTOR = 0.2') ADJUSTING RINGS 27" 6" THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1 /4" TO 1/2- MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. CITY OF rMr♦ �r M:: r3..r'� .� . CHANHASSEN fie% N �;'�s*"r ! r�"�� N M r e ■f% A @Ilk 9C%"v`s11k I 1"k 911%gh :0ve A 11 91 ♦�r..+T�...��..� . r rr via,, r■i;` . r ,f lri . s.' `g/ s. a 1*0 :wti ;::: 39321 1 0 P1 MANHO i WEAR COURSE THICKNESS COVER RISER SIZE DEPTH OF CASTING SET BELOW BASE COURSE OR BINDER COURSE 1.5" 2" RISE 1.25" 2 0" 2" RISE 0.75" 2.5" 2" RISE 0.25" ISOMETRIC VIEW IHIGH/ -OW PT. FOR DRAINAGE 60.25 _ _ CIRCUM 45.5' RADIUS an285.88'/360' 3 90, \ I STANDARD CUL-DE-SAC x Y* COM./IND. 60' RAD. 48' RAD. URBAN 60' RAD. 45.5' RAD. RURAL 60' RAD. 40' RAD.* *NOTE: 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) CITY OF�-.-;r�'"+� N r CHANHASSEN . .J\,:: rr�,�,�s rr•��s 3935205 24"x36" slab opening for Neenah R3290-L or equal NOTE: L grate shown Neenah R3290-L casting and grate or equal. PLAN Minimum of 2 maximum of 5 3" Radius concrete adjustment rings with full 6" Conc. collar-,`� beds of mortar. Precast concrete or HDPE adjusting rings. ° 6" precast reinforced concrete slab. Vari s 12" 16" Top of barrel section below top slab to have flat top edge sealed with 2 beads of Ramnek or equal. Varies All.joints in manhole to have 0 ring rubber gaskets. 4'-0" Typ. Precast concrete section Z 5" Manhole steps, Neenah R1981 J or equal, 16" o.c., Aluminum steps approved. Doghouses shall be grouted on both Al the outside and inside. Q° NOTE: 4Q No block structures are allowed. o Minimum slab thickness, 6" for 14' 1 n depth. Increase thickness 1 for 6" each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. SECTION No drain holes CITY OF� r CHANHASSEN # N % r :�"'� r R %ti 1#1 � 1�00,1-03,1-04 .,.•....- .ri..:. �. . ,�..•.:. . �..: .s .. 3.� s'6 r 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: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 SPECIFICATIONS AND STANDARDS MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. STRUCTURAL WELDING CODE - STEEL, D1.1-94. 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS NOTES: 1. Shape of back of buttress may vary as long as pourec against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45•. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 4 = 45- Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal $ - See no 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: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 SPECIFICATIONS AND STANDARDS MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. STRUCTURAL WELDING CODE - STEEL, D1.1-94. 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS NOTES: 1. Shape of back of buttress may vary as long as pourec against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45•. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 4 = 45- Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal $ - See no BUTTRESS DIMENSIONS PIPE 22 1 /2' BEND 45- BEND 90- BEND/TEE SIZE B1 D1 B2 D2 B3 D3 6" V-5" V-5" V-5" V-5" 2'-1" V-6" 8" V-5" V-5" 2,-1„ V-6" 2'-8" 2'-0" 12" V-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0" „ 24 , „ 4 -4 „ 3'- 0 , 6 „ -10 , 3 -10 , , 9 -8 „ 5'- „ 0 30" - - 9'-3" 6'-0" 17'-0' PLAN PLAN � Variable 3' Min. $ -See �-`- ^ 6" AL 7 CONCRETE SHALL BE IN CONTACT WITH THIS QUADRANT o. r c2°C, sl OF PIPE BEDDING MATERIAL UNDISTURBED EARTH CONCRETE sE1C110N Ae-A PM 221/2' �! h. CITY OF %...f% a r/"'-; s, :-*-� : - CHANHASSEN r r rr .?x.��..i r 41002 .;;:.393 1002 DESIGN LOADS ALLOWABLE AXLE WEIGHT LOAD 20000 LBS. SAFETY FACTOR 2 : 1 WATER FLOW RATE (THROUGH POLYESTER FILTER) 0.476 cfs @ 3" head 1.074 cfs @ 15" head MAXIMUM OVERFLOW RATE 1.113 cfs @ 6" head AVAILABILTY 1.575 cfs @ 12" head STOCK Designed By: Drawn By: Checked By: ROAD DRAIN INLET PROTECTION TOP SLAB MODEL RD 27 TEMPORARY PERFORATED OUTLET STRUCTURES TEMPORARY POND SEED MIXTURE: MNDOT MIX 90B ® 50lbs PER ACRE OR APPROVED EQUAL. INSTALL EROSION CONTROL BLANKETS. (TYPE 3) \�1 POND TOP ELEV. = VARIES I (SEE PLAN) POND BOTTOM ELEV. _ (SEE PLAN) TEMPORARY SEDIMENTATION BASIN GRADING 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 VARIES, SEE GRADING AND RAIN WATER GARDEN PLANS ANTI -WAS H/GEOJ UTE EROSION CONTROL FABRIC(MN/DOT 3883, TYPE 2) IN ENTIRE RAIN WATER GARDEN AREA. TRENCH EDGES OF FABRIC TO PREVENT UNDERCUT. COVER WITH SHREDDED HARDWOOD MULCH THROUGHOUT. FINISH GRADE SLOPED SUBGRADE SECTION 4" CORRUGATED POLYETHYLENE DRAINTILE TUBING (MN/DOT SPEC. 3278). SEE UTILITY PLAN FOR CONNECTION. FINISH G L 3'7 1 DRAINTILE/ OVERFLOW SECTION Client: 4" DRAINTILE OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN. �NEENAH R-2561 BEEHIVE CASTING & FRAME TYPICAL RAIN WATER GARDEN CROSS-SECTION NOT TO SCALE EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN O Sheet Title: Details Date: 10-21-05 Sheet: 10 1%5 of SMI Project Number: 62641-047 N Cn o Q) � __J U cries 5' Q) a� CO (HYDT) L R/W R/W 10' o MH I Gate valve location on projection of property line. R/W I I R/W NOTE: All dead ends to be extended a minimum of one pipe length beyond NOTE: gate valve and closed Water main to be on with plug tied back to north and west side tee. of center line. Unless hydrants pose conflict with proposed sidewalk. CITY OF -�•.•;r' N r CHANHASSEN r r w r r. a 16 r. %..•* r r *w..•* r +M : .:.•r.,�::rd. ,3/\.... _.r�yy �rr.� s S r rJ\r r. r•4i.. 410041 ry 0r 3931001 CITY PROJECT NO. CITY OF CHANHASSEN SEWER, WATER OR COMBINATION SERVICE (CIRCLE ONE) Street Lot_ Block Addition SEWER: Downstream Manhole No._____ Sta. at P.L. from Downstream Manhole_____ Elevation at C.L. of Sewer Main_____ Distance from Sewer Main to Clean -out_____ % of Grade for Service to be installed_____ IF MINIMUM GRADE SERVICE Length, Size and Tye of Service Pipe_____ Depth at P.L._____ WATER: Downstream Manhole No.- Sta. at at P.L. from Downstream Manhole_____ Length, Size and tye of Service Pipe_-_-_ Depth at P.L.--__- OCheck if Sewer Service Riser Installed -Denotes Sewer Service End Denotes Water Service End (SHOW SCKETCH WITH TIES HERE) Contractor Foreman Tied by Date Location and Depth of Service Certified by Date NOTE: Service ties shall be swing ties of not more than 100' in length between tie points and shall be tied to permanent structures such as building comers, valve boxes, manholes, catch basins, hydrants, etc. Ties to trees, power poles, property comers, telephone or utility boxes will not be accepted. If a the 106 length a third tie point of not more than 15V shall be su Ian permanent structure is not availble within ied. CITY OFk-*- N rr■.� „ ;r•", 01r t..°� r 41f.40% .f..; %111F C rCHANHASSEN . L S a•.r. :%::•. ...i. 1 9 �p , - r.,.•r: •, .F/\..:. s.•; 2- _9* • ••r•r• .: /�•qs�y=�rG/S .M\n 393 5221 3 MAX. 10:1 SLOPE 3 MAX. NWL � -------------------------------------------------- 10' BENCH 3 MA1. 10' BENCH OVER EXCAVATE BOTTOM MINIMUM 1' FOR SEDIMENT STORAGE TYPICAL POND/BASIN GRADING 6-99, GRD-19 The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter -Did' Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. .;S.. CITY OF ;r;f : ;• :r■r.r� r'"`4 r rr r. r r.a.•Trr M•�..:.R CHANHASSEN an w f ..r %..,rf . i..ry s...�f�.�i.u� : 3932201 INotch clay sub -grade for pipe placement 10„ a . . o. Aggregate Base MnDOT select granular borrow Course Filter Aggregate 12 o MnDOT 3149.2H L z 0 12" deep N 00 0 �� grade to drain Clay Sub -grade 4" perforated pipe geotextile wrap (3733, Type 1) TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. PIPE DETAIL NOTES: 1. Cleanouts required at ending points or as shown on plans. 2. Swing ties to be shown on as-builts for all ending points to all draintile. 3. Openings in structure for draintile to be fabricated or core drilled. 4. This detail to be used when 2' or more of existing soil sub cut is necessary. CITY OF CHANHASSEN ::3:1-00,2-01,1-04 r,.-r:•, 2-97 ''•:393 5232 Grout around pipe 6" Conc.l collar 4" SUB -SURFACE DRAINTILE '`•• 5232 FINAL GRADE I I 1=111=11 El I f-1 11a 11l I I-1 I la I la 101 la I M I El I I-1 I M I El I El I I-1101 rI 1 la 11= I=1 I I-1 1E�] 111 11�1 1E�] 1E�] I I-1 I I-1 I G I �I I I-1 I I-1 I r1 I r�] I I-1 11111-1 w b > MINIMUM 6" SAND FILL 3" MINIMUM - -------------------- -- ]]: STYROFOAM SAND FILL � INSULATION T RIGID INSULATION NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' CITY OF rs• N '*`r�'•'a M r CHANHASSENf.o1 + A Be ��ri. .�..S . �y.•.•r •.•. • •rr i s _/ S 2;1R, 0 rlri i : 3932205 f PROJECT NAM E PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS- MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY MAINTENANCE OR DELIVERIffS ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 937-1900 Da. 114 19 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. CITY OF -�" CHANHASSEN DN. o ""'°•:393 5313 .M\n NORMAL WATER LEVEL 6" DEPTH PLANTING SOIL MIX. -70% SAND, (5% PASSING THE #200 SIEVE, AND A MAXIMUM OF 60% PASSING THE #40 SIEVE.) , -30% ORGANIC (PEAT MOSS HYPNUM OR SPHAGNUM) 0. co �yyiy��yiy �y�y �Jyjyy�yjy< N 12" DEPTH COARSE FILTER AGGREGATE (MN/DOT SPEC. 3149.2H). WRAP FILTER FABRIC IN GEOTEXTILE FABRIC -TYPE II, ALL SIDES (MN/DOT 3733). OVERLAP GEOTEXTILE FABRIC 6-INCHES AT JOINTS. 6" CORRUGATED POLYETHYLENE DRAINTILE TUBING (MN/DOT SPEC. 3278). SEE UTILITY PLAN FOR CONNECTION. TYPICAL FILTRATION SHELF CROSS-SECTION NOT TO SCALE 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: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: r■+4R �r IF �r fN�4jr■ fr `FA loin f..+frr. i r.f .* #F6 rMrr.r 16r rr if f%.W 1.0r+...$1N URB VARIABLE MINIMUM 11' 12' 10' 1 /2" SLOPE PER FT. TOWARD ROADWAY TOPSOIL TYPICAL 3" MNDOT 2350 LVWE45030B 6" CLASS 5 BASE (100% CRUSHED) COMPACTED SUBGRADE PER SOIL ENGINEER PL VARIES 1 NOTES: 1. Shoulders to be backfilled and restored with 3" of topsoil and re -vegetated with sod or seed / mulch. 2. The contractor or developer shall supply a 2 year 100% maintenance bond upon city acceptance. 3. This detail / specifications are minimumn requirements, additional design may be required depending on existing sub -grade soil conditions. 4. Bituminous trails may not be constructed on unsuitable soils. No waste material, black dirt, or organic soils allowed. CITY OF r r r �rMrrr M3.,.+r%of i CBANBASSEN Ri A#%I&. .ny . : .:.•rw?:•aA: 1-98 , 2-0pq�2 1, 1-21-03,1-04 uy7/\r::: �x�, ■S i�rJ\r:: r.ki.: •sj',•"� fe 3935216 N OTE: Silt fence per MNDOT specifications, source 200, machine sliced woven monofilament, 36" wide fastened to steel T-Posts with 3(501b) tensile strength plastic zip ties per T-Post.(machine sliced) RUNOFF 1" rlinmafar rnrl/ filfar 4' minimum J FILTERED WATER SECTION AA CITY OF CHANHASSEN .1-04 :✓i,:: 2-01 k.."":393 5302 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 OFF ROAD CB FILTER BARRIER ...�{.. 5302 Client: T WI TH 1 4" 2" 6" x 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required Sign - Both Directions 2.5LB. 7' Upper Galvanized Steel Sign Post L 2 3/8" O.D. (2) 5/16" x 1" Galvanized Steel in Post Bolts - vv Pipe 12 Guage Tamperproof - J a with Washers r c o � 2' Min. " =1 I I=1 I a" - --- -III=1 I Anchor Plate Curb ELtr"toy Typical Street 3LB. 7' Anchor Sign Installation Post - Pneumatically Driven 699 Typical Traffic 111. Sign Installation `O Bolt Post With Sign Post to Post in Concrete Expansion Joint Material_E - 4 Sides Full Depth i� 2" 2" [V Typical Sign Installation Anchor Plate Detail In Concrete Median NOTES: 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (612-474-1987). 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36" or Larger in Size, Must be Mounted with Two Separate Posts. 4. For Private Streets, Signs Shall be the Some as Above, Except Lettering to be White on Blue Background. CITY OF ;�-*�r "`" `p'n rr"N �.. ♦%r wf..•T ot" A r i 1 i i e r'400 i4� r u. r CHANHASSENrr w6.) r ,r%e.fr.,01, r .r.•r., a.rd, 2-99 ,�. s r.v.. •■� o rra�y „� ■ :aa:;::: 3935217 EXISTING SURFACE SOILS EDGE OF WETLAND TO BE REMOVED MITIGATION EDGE OF EXISTING v WETLAND SEASONAL WATER DEPTH BELOW SOIL SURFACE 12' OR LESS. 4" MINIMUM DEPTH ALL MRIGATION AREAS TO BE SEEDED WITH ��/�� / ,DESIGNAlID WETLAND SEED MIXTURE '/ DRAWING NOT TO SCALE NOTE: CONTRACTOR SHALL CONTACT SCHOELL & MADSON ENVIRONMENTAL SPECIALIST PRIOR TO BEGINNING MITIGATION CONSTRUCTION. PHONE: 952.546.7601 WETLAND MITIGATION TYPICAL CROSS-SECTION 5-00, REV: ENV-23 EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Details Date: 10-21-05 Sheet: 11 1%5 of 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 Professional Engineer under the laws of the State of Minnesota. Kenneth E. Adolf Date: 10-21-05 Reg. No. 12048 Reviewed By: Jerry Backman Date: 10-21-05 Designed By: Drawn By: Checked By: r■+4R �r IF �r fN�4jr■ fr `FA loin f..+frr. i r.f .* #F6 rMrr.r 16r rr if f%.W 1.0r+...$1N URB VARIABLE MINIMUM 11' 12' 10' 1 /2" SLOPE PER FT. TOWARD ROADWAY TOPSOIL TYPICAL 3" MNDOT 2350 LVWE45030B 6" CLASS 5 BASE (100% CRUSHED) COMPACTED SUBGRADE PER SOIL ENGINEER PL VARIES 1 NOTES: 1. Shoulders to be backfilled and restored with 3" of topsoil and re -vegetated with sod or seed / mulch. 2. The contractor or developer shall supply a 2 year 100% maintenance bond upon city acceptance. 3. This detail / specifications are minimumn requirements, additional design may be required depending on existing sub -grade soil conditions. 4. Bituminous trails may not be constructed on unsuitable soils. No waste material, black dirt, or organic soils allowed. CITY OF r r r �rMrrr M3.,.+r%of i CBANBASSEN Ri A#%I&. .ny . : .:.•rw?:•aA: 1-98 , 2-0pq�2 1, 1-21-03,1-04 uy7/\r::: �x�, ■S i�rJ\r:: r.ki.: •sj',•"� fe 3935216 N OTE: Silt fence per MNDOT specifications, source 200, machine sliced woven monofilament, 36" wide fastened to steel T-Posts with 3(501b) tensile strength plastic zip ties per T-Post.(machine sliced) RUNOFF 1" rlinmafar rnrl/ filfar 4' minimum J FILTERED WATER SECTION AA CITY OF CHANHASSEN .1-04 :✓i,:: 2-01 k.."":393 5302 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 OFF ROAD CB FILTER BARRIER ...�{.. 5302 Client: T WI TH 1 4" 2" 6" x 24" or 30" or 36" Traffic Sign Double Aluminum Street as Required Sign - Both Directions 2.5LB. 7' Upper Galvanized Steel Sign Post L 2 3/8" O.D. (2) 5/16" x 1" Galvanized Steel in Post Bolts - vv Pipe 12 Guage Tamperproof - J a with Washers r c o � 2' Min. " =1 I I=1 I a" - --- -III=1 I Anchor Plate Curb ELtr"toy Typical Street 3LB. 7' Anchor Sign Installation Post - Pneumatically Driven 699 Typical Traffic 111. Sign Installation `O Bolt Post With Sign Post to Post in Concrete Expansion Joint Material_E - 4 Sides Full Depth i� 2" 2" [V Typical Sign Installation Anchor Plate Detail In Concrete Median NOTES: 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (612-474-1987). 2. For Material Specifications See Section 4.11 of Standard Street Specs. 3. Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36" or Larger in Size, Must be Mounted with Two Separate Posts. 4. For Private Streets, Signs Shall be the Some as Above, Except Lettering to be White on Blue Background. CITY OF ;�-*�r "`" `p'n rr"N �.. ♦%r wf..•T ot" A r i 1 i i e r'400 i4� r u. r CHANHASSENrr w6.) r ,r%e.fr.,01, r .r.•r., a.rd, 2-99 ,�. s r.v.. •■� o rra�y „� ■ :aa:;::: 3935217 EXISTING SURFACE SOILS EDGE OF WETLAND TO BE REMOVED MITIGATION EDGE OF EXISTING v WETLAND SEASONAL WATER DEPTH BELOW SOIL SURFACE 12' OR LESS. 4" MINIMUM DEPTH ALL MRIGATION AREAS TO BE SEEDED WITH ��/�� / ,DESIGNAlID WETLAND SEED MIXTURE '/ DRAWING NOT TO SCALE NOTE: CONTRACTOR SHALL CONTACT SCHOELL & MADSON ENVIRONMENTAL SPECIALIST PRIOR TO BEGINNING MITIGATION CONSTRUCTION. PHONE: 952.546.7601 WETLAND MITIGATION TYPICAL CROSS-SECTION 5-00, REV: ENV-23 EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Details Date: 10-21-05 Sheet: 11 1%5 of SMI Project Number: 62641-047