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2005-23bn Revisions Date: 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. 2000 �POP, 20,321 Big wood ROJECT— Lake OCATION McKnight Lake, LOCATION MAP NO SCALE —77777 Lake Lake Al ■ !�� CIO EE�iiffifliLK L AD:Lwav 6. i0 1 N C I, mP�.MYgN� j�,Rj�y �,�1�9ry �+n° i uli I��,.ya� �@ �"w'�yi�u.� ° wr m'OSp �p � � y, �p��^' 9mi o`' 4 I BI Vlllal ,°°rn- �Yueluda" `'u" ` VSa�R�° I T'. Va, 'r , il;i,. Ifigr.,;PIP V�C �likt:� 10580 WAYZATA BOULEVARD K , 55301,146 � 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 OrCRECEIVED SHN SEP 3 0 2005 CHANHASSEN 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 1 of 103 SMI Project Number: !'+ItlW t a' I" '`.Ile m m m a a m IM m m i m i m a m m m m 4, w. ' ri~��-''W wur - y_ i4" A8 6 4' M r i ♦ r r V r rt i i m W{ r m W i m V r ♦ i a i 1 ° / ... _.. 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I ti ° A Ilk 'Y= lF - .a ".'.':: J _ - — n i ♦ W w 'r' m• - w a 3` a ,a» * w w w a w w: .�, [ � 4 - _ —. $&l ,,..; �' w' w w s - w • a w ♦\ � '- Ww w w w s w7� m",•,.,,.,'� w w MA. --.., _�-�-,.,`, _„„ .- `"°' ,y '�rv�� '.-.-,.�--_'..""_ �---,_e„-"' +acm `+,,,.,-...._„„_.....,.,. `��F � �.._. --\ _._.. - `-4��r. � .,,..,. , - .�.„-m-.�.,.--.—.,-,._,_ "'°",n-,m �. s I _....- ,,,✓,,,:...,. .... _ ..... .. a d � 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. j&lf 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 Soil Testing • Environmental Services www.schoelimadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 -fax: (952) 54 6-2065 Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 91 e A 0 60 120 180 SCALE IN FEET LEGEND DENOTES EXISTING CONTOUR DENOTES BOUNDARY LINE DENOTES EXISTING WETLAND " '- — -- DENOTES DRAINAGE/UTILITY EASEMENT tC �- DENOTES EXISTING STORM SEWER DENOTES EXISTING BUILDING 4 DENOTES PROPOSED EXISTING FES ❑ 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. 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 = 955.75 feet (NGVD-1929). 3. SMI Control monument #2 located 14ftf 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: Existing Conditions Date: 9-29-06 Sheet: 2 r,f 1 E 0 • I _ _ I rr�r ,-rrr r� r�T 1r- - A 1 r -rTr, I I I ' I- I / I I I ,- // v 1 I I I I I I / I 1� L J I I L_ I� �i 1 I� J_ �J �.J_ f I 1 J11II1ITJ�' �J J_ I J_ L J 1 �I „W W w W ♦ W W W w W w �I W W W W •® d w W w w W - __ - T- L-J A WWWWW+wWW 1wwa w ♦ w W w W W w �� f/X%.i' - --9E49 -_- -- ------ • -i W w w w W w-�UTLOT- �_ W W • W W w ,,.,_ - /� - - - -- - 966968------------- - --- ----� w W W +# W w W W W W W W c W W W -_-964 966----- it W W W w W w ♦ w w W W ' ----- -i i1 i •� W W w W W W W • W �% -- I �- r W w W w +Y' W/oe \ [ = F W � � J W W € W W W W ♦ W �W. WV roe MF11 n e I0 60 120 180 SCALE IN FEET rig II I.. r r"_�- ...•. � ` •• \ \ p 4 � y- PSI III Gv � ,, � '' • . �. •. U I I I �I #f F.F.E.- � T I p •. 8 sw J x � � i L � ° . o� �..... -�� _, , I • = � �4 � . 4 - I I r / r �. ' 3 I I _ ,r � `1 I A.-- - a. 1y _. \ r •.. ;� y�:S-y-.0 bow- - �.. 1 I t r -- �' F.F.E.=951 C0 W r If "sty} A 1 �: Gp► a TREE DRIPLINE. �- �'ptl '� +v7 � �,, ,.,, ,.'� . `.• �� • �;. ,. _. f, ,�.�j��;,.1 �� e`:1w �. a � � m R'• SNOW FENCE OUTSIDE OF DRIPLINE�, ® 950°:: \ ° . "• - r-. .`�' 4. ,f. -�' _ I) _ / ,'� r . [.d u aiA `K� L _ - SEE SPECS. I r I _ 1 -, EXISTING TREES TO BE PRESERVED /` _ •:''�� • I e o , � - .. ,� • �,"-... W w �' < � � I _. _ L-1�-_ wwW Wa wwa ww• ww-k w +WW ' w W .,-W -`_•..w".�:":°'.$'�...W... W wW _.._-. W w _y� ^n �� . /( !jI ///// %�"/-,,,-`-%`r-- ELEVATION TREE DRIPLINE. < _ -- _ ...- _., `\\\";'\1.� \1�•1X \\ �,,, IIII;I I"III '! � � �-�'` t '� ;.> d' r^°••'µme ...�- ~\., -..,,% `°r...m .-�..�,.,w'--•.,ti w I t Ww s ,.,.d.'e'�°/ -L \( 1 � I 1I t� u � U � � u v �o r•+"" o g o 0 SNOW FENCE. SEE SP=-CS. 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. (4--� TREE PROTECTION LEGEND TREES RPOOVED 0XXXX TREES Ptl_SERVED 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 B IN PRIOR TO ANY CONSTRUCTION ACTIVITIES E STALLED O 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 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 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 DRIPUNE 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 SO. FT. OR 4.20 AC. SUB TOTAL SITE AREA = 1,565,766 SO. FT. 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. FT. TOTAL REMOVAL BASE LINE = 172,565 SQ. FT. OR 3.52 AC CANOPY COVERAGE AREA. 356,529 - 172,565 = 183,964 SO. FT. 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. PL4 BENCHMARK 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 14ftt west of westerly edge of bit, Galpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). G- w w W w w y.: - a w W W ♦, w.f1 w w W �. F� , '"�` ;; ,,,�' „,... `\, ,' I I r%' 2 -----...._ W % ;;,; ,� t 11'{•- a• w w ♦ W a -;, a .w w w W ' I `I /�I/*•"s!`.',- . ,,, . W :\4:1 D N 942. il�I .I1I I I,�I I I ✓k I 1k IIk I IIIk I III ' p'; c��AII , 6�I �OUTLOT A 1; XISTIE[W FW HWL�\973 I �rnI \ r-,.__�' - f ..v®,_�"`-�..____.--1'' -" _ �„r�""em„ "TIIL • �p _ � -fl- d". _ _ `_I' " .: . I � 1 'tlIntl , L WETLAND rN -- w ,' \ �� ''°°„,1 ,�, \ VA JI I I I .. i A �•'- � 1 \\ _ I _ � ^ � � � � V A \ � � ____�.,� - ,mil I I I I I ,.._- � � - • W r •s _ \ 3 w .r f"'s,'"",�''�\ \, V I� \ \ -- T• - �.:, / J.'J (I _ '..x,.L.-_ -- _ _!~ - _- - - - i `� ,, :. L I J 1 \v) w w w w W .�..., W,. - �_ 1 \ - ` 1 ` \ f `f "may , } q / 4... - I \ \ \ \ '� \ - '\ _ ®3y.� / \ J,...,-.•.-.,,..-,_..®"1.-.�...�.,.....,,.-_.�. �.. "" �._-.. ..., 7 ' r -, w w W w w w w „ •# , w .. - _- �_ ..-.� : 9 S,�S-� i � •• �-.�_ . �� L -------------- r^ Revisions I 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 • Surveying • Planning Soil Testing • Environmental Services www.schoellmadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 (0`,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, MN Sheet Title: Tree Preservation Plan Date: 9-29-05 Sheet: 3 of 16 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 ASH 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 2-'43 SPRUCE 12 1 12 R 2246 ASH 14 1 14 R 2247 -1 1- 11 12 1 1" R 2248 A'SH 18 1 I R 2250 OAr 4` 1 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 1X ELDER 22 1 R �56 ASH 12 2 P _'257 ASH 12 2 P 2238 ASH 12 1 12 R 2259 ASH 12 1 12 B 2260 ASH 12 1 12 S 2261 COTTONWOOD 18 1 18 R ASH 12 1 I R ASH TWIN 12 1 1_ 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 F: ASH 16 1 16 F ASH 16 16 R BOX ELDER 18 1 18 R OAK 22 1 22 R. OAK 18 1 18 R - OAK 21 1 21 R OAK 24 1 24 F _'SSWOOD 31 1 31 21 1 2284 OAK 28 1 -28 MAPLE 12 1 ' ?286 �JAI�" 31 31 2287 -,'' 88 _Y 1289 OAK 18 8 2291 OAK 36 1 36 9� OAK 31 1 ' OAK 14 1 14 F OAK TWIN 12 2 24 OAK 18 1 18 OAK 24 1 24 OAK 12 1 12 OAI: 18 8 Status Number Full Desc. Size Number of Trunk Total Inches 2300 OAK 24 1 24 - 2301 OAK 24 1 24 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 (-AK 31 1 31 S 2311 OAK 12 1 12 R -312 OAK 24 1 24 S 2313 OAK 12 1 12 S 2314 OAK 24 1 24 R 2315 BOX ELDER 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 2.321 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 31 1 31 R 2328 31 1 31 R 2329 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 2366 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 S 2389 OAK 12 1 12 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 241n 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 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 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 R 2467 OAK R 2468 OAK II 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 12 3 1 R 2480 OAK 18 1 18 R 2481 OAK 18 1 18 R 2482 OAK 18 1 18 R 342' OAK I8 1 18 S 2484 OAK 16 1 1 15 S 2485 OAK 16 1 1 16 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 1 OAK 20 1 20 S 2492 OAK 20 1 20 R UAK 28 1 R -I s OAK 18 18 S 2496 OAK 18 1 18 S 2497 OAK 18 1 i8 R 2498 OAK 14 1 14 S 2500 OAK 12 1 12 R 2501 OAK 16 1 16 R 2502 OAK 12 12 R 2504 OAK 12 12 R 2505 OAK 12 1 12 P, '1506 OAK 18 1 18 R — =, r�T 0411, 2 S 2508 OAK 12 1 12 P 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 OAF 12 1 12 P 2515 OA 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 18 R 2523 OAK 16 1 16 R I OAK TWIN ' 2 48 R 2526 OAK - 1 14 R 2526 OAK 1 18 S 2527 OAK 18 1 18 R 2528 UAK 1 1 12 R 2529 OAK 1 14 R OAK 1 24 R OAK - 1 14 S 2532 OAK 14 1 14 S 2533 OAK 14 1 14 R __. _-I OAK 14 1 14 R 253=, OAK 18 1 18 R 2536 OAK 24 1 24 R 2537 OAK 14 1 14 R 2538 OAK 14 1 14 P 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 2544 _I I I I 1 S 2545 Ash 12 1 12 R 2546 Ash 20 1 20 S 2547 Ash 12 1 12 R 2548 Ash 14 1 14 R 2549 Ash 14 1 14 R 2550 Ash 14 1 14 R I Oak 18 1 18 R ' Ocil 24 1 24 S 2553 Oak 18 1 18 S 2554 Oak 12 1 12 R Oak 28 1 28 R Oak 24 1 24 R Oak 20 20 R Oak 24 1 24 R 2Sb0 '14 1 24 R 2561 Uak 24 24 R 2562 Ash 30 30 R 2364 Ash 18 18 R '-565 Oak 30 30 R 2566 Oak 30 30 R 2567 Ash 12 1 12 R ?568 Oak 24 1 24 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 • Surveying • Planning Soil Testing • Environmental Services www.schoelimadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (957) 546-76' I - far: (952) 546-9065 Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Date: 9-29-05 Sheet Title: Sheet: Tree Preservation Details 4 of 16 SIVi+' F'-oject Number: F Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN / � I 11 I 10 I 9 I 8 1 6 I ill I / I PROPERTY LINE, TYP. 16.5 WETLAND BUFFER, TYP. _ --- EDGE OF EXISTING / OUTLOT B WETLAND, TYP. / UOTILITYAEASEMENT (TYP.) o 50' PARKING SETBACK, TYP. I \\ / RETAINING WALL SETBACK WITH 4' CHAINLINK - FR FROM WETLAND FENCE ON TOP OF BUFFER, TYP. I WALL 6- -�� \ OUTLOT C 6a� I� 5 \ \ 50' G/PARKI G I �SET� P. 6• \ \ R,00' I I I I \ I I I Ali° • � \ ACCESSIBLE RAMP PER �\ \ CITY OF CHANHASSEN STD. i I co \ \\ \ PAIL PLATE NO 5215, j / 9• I Rep \ \\ I \ RETAINING WALL 3 \ WITH 4' CHAINLINK / s• _ I _ _ I w \\ \ FENCE ON TOP OF' I 6 ; I 9 cr S WALL L1 LL R4 \�L111::1\-::\\:. p PROPERTY �20 �� °I� - t'l' • LINE. TYP. N o pS�RED RltgY a ( ttt • t0 �IDA ? - -9` p: \ I,oi' � Vl • I1 .d 1 10'x20' CMU BLOCK TRASH ENCLOSURE. CMU (BLOCK TO MATCH BUILDING MATERIALS. 40' SETBACK FROM WETLAND BUFFER, TYP- - -- - - 6.5 WETLAND BUFFER, TYP. PROPOSED WETLAND/ MITIGATION EDGE OF EXISTING WETLAND, TYP. OUTLOT A m i 6' WIDE CONCRETE SIDEWALK, TYP. /i 3 I J I III - I? I Q- I J 40' SETBACK I I FROM WETLAND BUFFER, TYP-POND NWL=942.00 16.5 WETLAND HWL=947.35 BUFFER, TYP. Revisions Date: Description: By: Date: Description: By: Date: Description: By: 1 E= C�- 26• 1 RS. 1 1 1 1Q D INAGE & UTILITY EASEMENT t 1 .1 TYP.) = i-1 8 1 7 1 1 1 1 a1 LIGHT ( POLE, I i R20' �i /� TYP. eftEVK SW ��'� � ��e• \ d � 1 �� r 26 Rap, 1J�"� NEW LANE AND DIRECTIONAL ARROWS R2d ,� _I j TtP• Z • 17 r'r'::::'.. STRIPING. rya 1N CIO I� A \ \ \ _16 ro ?o IliGA`p e� 1 ACC SSIBLE P PER CITY OF CHAN SSEN STD. I �W i ��r 1 DETA PLATEN 5215, 05 % \ R58 TYP. R ACCESSIBLE RAMP PER 71 6' WIDE CONCRETE e- i f SIDEWALK, TYP. CITY OF CHANHASSEN STD. 1 DETAIL PLATE NO 5215, \� TYP. 1 1 I AINING ILL 1 1 TYP. 2 1 / 2 1 1 L _ r �ET ,LCG/nP NG S1 / , �, 1 I CID - 10' DRAINAGE & UTILITY EASEMENT } 50' BLDG/PARKING I rn P) - - 50' BLDG/PARKING SETBACK, TYP. _ SETBACK, TYP. � r t Zi --` A114 yr-D. 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 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 in CW e 1g 0 60 120 180 SCALE IN FEET PROJECT INFORMATION TOTAL SITE AREA: .d 1 10'x20' CMU BLOCK TRASH ENCLOSURE. CMU (BLOCK TO MATCH BUILDING MATERIALS. 40' SETBACK FROM WETLAND BUFFER, TYP- - -- - - 6.5 WETLAND BUFFER, TYP. PROPOSED WETLAND/ MITIGATION EDGE OF EXISTING WETLAND, TYP. OUTLOT A m i 6' WIDE CONCRETE SIDEWALK, TYP. /i 3 I J I III - I? I Q- I J 40' SETBACK I I FROM WETLAND BUFFER, TYP-POND NWL=942.00 16.5 WETLAND HWL=947.35 BUFFER, TYP. Revisions Date: Description: By: Date: Description: By: Date: Description: By: 1 E= C�- 26• 1 RS. 1 1 1 1Q D INAGE & UTILITY EASEMENT t 1 .1 TYP.) = i-1 8 1 7 1 1 1 1 a1 LIGHT ( POLE, I i R20' �i /� TYP. eftEVK SW ��'� � ��e• \ d � 1 �� r 26 Rap, 1J�"� NEW LANE AND DIRECTIONAL ARROWS R2d ,� _I j TtP• Z • 17 r'r'::::'.. STRIPING. rya 1N CIO I� A \ \ \ _16 ro ?o IliGA`p e� 1 ACC SSIBLE P PER CITY OF CHAN SSEN STD. I �W i ��r 1 DETA PLATEN 5215, 05 % \ R58 TYP. R ACCESSIBLE RAMP PER 71 6' WIDE CONCRETE e- i f SIDEWALK, TYP. CITY OF CHANHASSEN STD. 1 DETAIL PLATE NO 5215, \� TYP. 1 1 I AINING ILL 1 1 TYP. 2 1 / 2 1 1 L _ r �ET ,LCG/nP NG S1 / , �, 1 I CID - 10' DRAINAGE & UTILITY EASEMENT } 50' BLDG/PARKING I rn P) - - 50' BLDG/PARKING SETBACK, TYP. _ SETBACK, TYP. � r t Zi --` A114 yr-D. 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 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 in CW e 1g 0 60 120 180 SCALE IN FEET PROJECT INFORMATION TOTAL SITE AREA: 1 E= C�- 26• 1 RS. 1 1 1 1Q D INAGE & UTILITY EASEMENT t 1 .1 TYP.) = i-1 8 1 7 1 1 1 1 a1 LIGHT ( POLE, I i R20' �i /� TYP. eftEVK SW ��'� � ��e• \ d � 1 �� r 26 Rap, 1J�"� NEW LANE AND DIRECTIONAL ARROWS R2d ,� _I j TtP• Z • 17 r'r'::::'.. STRIPING. rya 1N CIO I� A \ \ \ _16 ro ?o IliGA`p e� 1 ACC SSIBLE P PER CITY OF CHAN SSEN STD. I �W i ��r 1 DETA PLATEN 5215, 05 % \ R58 TYP. R ACCESSIBLE RAMP PER 71 6' WIDE CONCRETE e- i f SIDEWALK, TYP. CITY OF CHANHASSEN STD. 1 DETAIL PLATE NO 5215, \� TYP. 1 1 I AINING ILL 1 1 TYP. 2 1 / 2 1 1 L _ r �ET ,LCG/nP NG S1 / , �, 1 I CID - 10' DRAINAGE & UTILITY EASEMENT } 50' BLDG/PARKING I rn P) - - 50' BLDG/PARKING SETBACK, TYP. _ SETBACK, TYP. � r t Zi --` A114 yr-D. 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 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 in CW e 1g 0 60 120 180 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% 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. ASPHALT = 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 - PROVIDE 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 Al 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 CHANHASSEN, MN Sheet Title: Site Plan Date: 9-29-05 Sheet: 5f 16 SVI . GRADING NOTES: r 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. I I I 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF / ✓ A I 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. SUITABE GRADING MATERIAL SHALL CONSIST OF ALL SOIL ENCOUNTERED ON "+" " « • « " • ` ` • r ° «• «• «« w «» «w . w «_y w * • « « ➢, ° + \\ --------------------= ;IN -.THE ITE WITH EXCEPTIONSTOCKPILEGRANULARRIAL. ANIC AMATERIAL AND « « « « . « + + « k..••s` ^ / _-----964 966- OTHER UNSTABLE ----_______ l TLOT LOCATIONS DIRECTED BY CONTRACTOR. « /-- w •. 1/ y: \1�^ �700,-- 9 -U%\\ , 4. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION . «. • w--_-----968 - _-- -- -964----- STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO _ « « + TYPE 2� �� 9 - - -962- _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO « NCOE / / ✓ EROSION CONTR J ! AVOID UNDERMINING OF THE EXISTING PAVEMENT. + « SILT FE • wV 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. « a « w « « a a • j' �' �� // 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED ~ « « « « * « « +ram STORM SEWER ALIGNMENTS. ` « ` `' * + * * t 7. GRADES SHOWN ARE FINISHED GRADES, CONTRACTOR SHALL ROUGH GRADE TO « ✓ TJOX SUBGRADE ELEVATION, LAVE STREET READY FOR SUBBASE. y « o �� ***+++ INV- 9 oo° 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 $ OUTLOT CONSTRUCTION SITE. � .3 MH ��--_ : -- 9. COMPLETION OF SITE GRADING OPERATIONS SHALL RESULT IN ALL AREAS BEING RIM=972.00 s 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.F.F.0 - ^z ✓ 10. REFER TO THE ARCHITECT'S SITE PLAN FOR MOST CURRENT HORIZONTAL ---- ------ . II � DIMENSIONS AND SITE LAYOUT. , V V i � �-"'•�.,,,, '''� - 11. REFER TO UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. \ /f I / RETAININ WALL `,. `e \ 12. THE MINIMUM GRADED SLOPE FROM EDGE OF BUILDING SHALL BE 6 INCHES WITH NCE IN 10 FEET. DID TW=968.0 -, i n' 13. FINISHED GROUND AND SOD ELEVATION ADJACENT TO BUILDING SHALL BE 6 � o•r'1/� * ( I 11I` "1 TW-- 964.0 W 962.0 '�., TW=975.0 • � / BELOW FLOOR ELEVATION. SLOPE GROUND AWAY FROM BUILDING A MINIMUM �/ y� \� I * BW=962.0 BW=962.0 i v i 97 , 4 I ON ■ 92- .111101 �, �, •e +b 1. lei 4• I\ li OF 6" IN 10 FEET BEYOND 10 FEET REFER TO PLAN GRADES. v ; ' �0, Iu� ' RIM =957.80 CURB C" ! - \` I I� I v" DD� 14. CONTRACTOR IS RESPONSIBLE FOR GRADING AND SLOPING THE FINISHED = 11 h GROUND SURFACE TO PROVIDE SMOOTH & UNIFORM SLOPES, WHICH PROVIDE MH �\ ._.=__,,, µ° °-•_,_, j /i I Y 4 y POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PREVENT PONDING IN LOWER b�� T 61 ' -�960.5---- • AREAS. CONTACT ARCHITECT IF FIELD ADJUSTMENTS TO GRADING PLANS ARE RIM=960.00 R M= 60.78 34 MH \ Q /y`. VA REQUIRED. 1 r M 960. 0� 6� �(/ `\\ hx { 15�� • ^ 960.70 15. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION, PAVEMENTS AND CURB m " x AND GUTTER WITH SMOOTH UNIFORM SLOPES WHICH PROVIDE POSITIVE 1 9 96 9 97 \ �\ \ _ • - i 5y. _ �` ° i 1,16I DRAINAGE. CONTACT ARCHITECT IF FIELD ADJUSTMENTS ARE REQUIRED. I N 'q I I L5 . 0 96- 960 91 \I A I I I I I I ll� A UNDER CURB /,^` 960.7 9g o t9.85 / Xg61 YL I > \ 1 I 16. INSTALL A MINIMUM OF 4 INCHES CLASS 5 AGGREGATE BASE U DE CU I / I \r 1 96 2 Ir i AND GUTTER. II I m 46 y \ / s o. r 2 ss - -_-- -. 1 1 50 9 03 9 03, � $�.57 f � � -- - � • �`� � 1 � _ � 1�� Pa 17. CONTRACTOR TO REMOVE ANY EXISTING STRUCTURE AND ACCESS OFF / 1 y i { 958.4 \ GALPIN BOULEVARD. THESE AREAS MUST BE SEEDED AND MULCHED OR I o 9 I m I I / / 9s� I i \ IMMEDIATELY AFTER GRADING TO MINIMIZE EROSION. / 957.5 I y y \ \ SODDED �",I ; 1 y CBMH 3 957. I / 1RIM=956.0 �•1 v I 18. ANY RETAINING WALLS OVER FOUR FEET HIGH MUST BE DESIGNED BY A _956.0 _ . / I I I I // / / • _ ", '; REGISTERED CIVIL ENGINEER AND INCLUDE AN APPROVED SAFETY FENCE. A BW=954.0 v, / I oo BUILDING PERMIT WILL ALSO BE REQUIRED. � � �-�O1 F. E - - I I ( / i � nr ' � E. 9 F.F.E.--9� 3 s7.o I /i , \ N957.0 CB T °/ k. Q CD c� 1 V . Z z i I RIM= I I I, EROSION CONTROL NOTES N o ; I 1 ��/ \ - Z yy, (REFER TO SWPPP FOR COMPLETE EROSION CONTROL NOTES) wm s57.o I s I o I 1 \ I 10 ys�s> ' i MH ��% I 969 �qF � SHALL BE INSTALLED PRIOR TO CONSTRUCTION. - 95s.a6 i- 1 t 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES RIM-946.00 I 3 c�i IT 1• RETAINING !p : � � 0091 957.0 _' I I k GRADING. - I M-953.55 _ 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE WALL BMH �1 \ TW-954.0 I I rn _ I F, BW=949.0 A1 1 I I -Jj `\ ... \ .��....._.. �' t , 1�1 •� 3. THE CONTRACTOR SHALL GRADE SITE AND INSTALL UTILITIES. " 49. 4. TMEASUHE ORESACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MH \\ �96� \ RIM=943.00 � ._..... 957.0 ,� �4- \ I 1 ( 1 \ 5. WITHIN TWO WEEKS OF SITE GRADING, ALL DISTURBED AREAS SHALL BE 95� °- �� ( � � � �11-_. _ .,:.: --•~" STABILIZED WITH SEED, SOD OR ROCK BASE. REFER TO LANDSCAPE I , �, h� cPI I I PLANS FOR MATERIALS. / o 6. ALL MAINTAINED NCONTROL IN ACCORDANEASURES CE WITH CITY,LBE AND INSTALLED F.F.E.=951 WATERS ED DISTRICT _ 6 / BW-945.0 y � y f I\ \ I I •- .,.-.-••_.'.. .. '� �, �� -- ..• • -- PERMITS BW=950.0 - - 7. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, _ \ -\�•.4 RIM-952.0 7t% 50.8 \ --` - y Iq \ 1 RIM=949.6 O INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT _ / \ \ �` �--..,, \ % 8 -T \ \ 950 98 r ✓ --- It -- A DURING THE DURATION OF THE CONSTRUCTION.x FENCES DU Gv _ - - - _ _- - _ - 958 7 8. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BYFES.'` �ii THE CONTRACTOR. INV=939 00 %//RM,4_- _`\ A 1 7 ? --.. f� a rT �• �� - 00000 v MH 1 1 : - ' 9. REMOVE ALL EROSION CONTROL MEASURES AFTER VEGETATION IS f r / / 'i!/ " % \ �� ` 00 I I f " 00 A� f ESTABLISHED. op u 10. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS. T u •x;� r; 7. 11. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL P OPOSED WETLAND ; yx. j. - I 1 1 PROVIDE TEMPORARY OUTLET / -� 11 ,, f V Yi i f \ �- r - APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS MITIGATION FROM SEDIMENTATION BASIN ` ,( ��i� , �� `� �•-, ,-°��\I �+\,xti I I.f i � �� F r- 12. SWEEP ADJACENT STREET IN ACCORDANCE WITH CITY REQUIREMENTS. IF OUTLET STRUCTURE IS� A \\ 111I NOT IN PLACE. SEE DETAIL 2 13. EROSION CONTROL BLANKETS TO BE INSTALLED WITHIN 5 DAYS OF // /� //// ".. \III - f I it I It CULVERT INSTALLATION. �/ ° '<', i //f/// + + + + +, I,t1 OUTLOT A III, ++++++++++++ =f J/ ,lilt, 1 I I = r 14. RIP RAP MUST BE INSTALLED AT ALL CURB CUTS WITHIN 24 HOURS ++TEMPPRARY++ = POND `►IIII r, I , OF PAVING. PROVIDE 10 CY OF CLASS IV RIP RAP AT EACH CURB EMERGENCY OVERFLOW f $FIDIM£NTA-VOR NWL=942.00 11.111 CUT. COORDINATE INSTALLATION WITH RAIN GARDEN CONSTRUCTION. ELEV=947.80 - �, t� I j111j ++ * j31N + + HWL=947.35 I�lljl ° Io PROVIDE TURF REINFORCEMENT MAT X !'.tlll ' + + + + + * 0 DE � + + + 15. AFTER GALPIN COURT HAS BEEN PAVED, PERIMETER CONTROLS AND (SEE INSET) 4 r� `,Il + 1 1 f 1:\\I� l . r ✓ ROCK ENTRANCES SHALL BE INSTALLED AT EACH LOT AT THE TIME o THE LOT IS BUILT.\VA flllh 1� " I 1 1 -1 O l - _ J t EROSION TYPE 3 E - _ - I CONTROL BLANKET � � ��'X -� .,r - _ -� I 4 eG -` �. -- -- - - _ EROSION &SEDIMENT CONTROL MAINTENANCE: �° �" n - -'.'�' _ - ° Ilk <000 TYPE 2 EROSION t - - - 1. INSPECT SILT FENCES AFTER EACH RAINFALL AND AT LEAST DAILY DURING CONTROL SILT FENCE y pl�p❑❑L}1❑❑❑❑❑❑ ❑❑E]E7❑E]❑❑❑❑❑❑p❑❑❑EO❑❑❑❑❑❑❑C PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING FENCES. ✓�-- - - - - 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT TYPE 2 -- TYPE 1 DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO EROSION CONTROL EROSION CONTROL SILT FENCE SILT FENCE n F 36 0 60 120 180 SCALE IN FEET LEGEND DENOTES EXISTING CONTOUR -----998----- DENOTES PROPOSED CONTOUR --- DENOTES BOUNDARY LINE - - DENOTES DRAINAGE/UTILITY EASEMENT DENOTES EXISTING STORM SEWER «- DENOTES PROPOSED STORM SEWER - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ (3 ❑ a DENOTES TYPE 1 EROSION CONTROL SILT FENCE -00000000000000000000 DENOTES TYPE 2 EROSION CONTROL SILT FENCE - DENOTES PROPOSED RETAINING WALL DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE DENOTES TYPE 3 EROSION CONTROL BLANKET DENOTES PROPOSED WETLAND MITIGATION 1•00x DENOTES PERCENT OF GRADE DENOTES DIRECTION OF DRAINAGE FLOW x 910.5 DENOTES PROPOSED SPOT ELEVATION DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING / 4 DENOTES EXISTING FES DENOTES PROPOSED FES/FES WITH RIPRAP ® DENOTES EXISTING STORM MANHOLE/CB 1 ® ■ DENOTES PROPOSED STORM MANHOLE/CB \ t RT =' � GpLpIN C°V I 1, / - Ilk ❑ W D Q .� yy /J/ 0 -- , , /� Il 1 s 0 - - D D- 13 _ 0 n n jra i r- P p I 1PE CJ I + + + + l + + + I S��D►WKA-00I ❑E7D0001ppOpOpOC7OCQ +++ N`+++ LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH ¢� - _ A (Y �� _ J VV V f1Qf1 - --- - -- - >1 STORM EVENT. ,�.-- -°---= -.._t ... -..-- . _ - --� TYPE 2 -�_ EROSION CO !- - SILT FENCE 4. ANY FABRIC IS IENT EMAINING IN PLACE NO LAFTER HFENCE FILTER LONGER REQUIRED SHALLBEGRADEDTOCONFORMWITH THE-' EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIXAS DIRECTED BY THE OWNER. i i DOW i ROCK CONSTRUCTION ENTRANCE t (SEE DETAIL) 1 V �L tt r 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. Of REINFO I I 1� T I I ' f°NO I I I iiil • I IIII I LD942.00 ELEV=9 11 1 1 L=947.35 I I 81 .t Idw PI IIIIII i0DI 'I IIIIII " c9j1 l � c9 I 1\\1\1 41P1J�- �1 \ \\\\\\\ .t �1C 1 \ \ \\\ \\ 1\ \ 1\ \ \ \ \\ \\\\\\ \NL 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. 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 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: 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 Soil 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 'roject Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Grading, Drainage & Erosion Control Plan Date: 9-29-05 Sheet: 6 of 16 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: 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 Soil 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 'roject Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Grading, Drainage & Erosion Control Plan Date: 9-29-05 Sheet: 6 of 16 SMI Project Number: 62641-047 w `W e S 0 60 120 180 SCALE IN FEET LTIZI 21 in, Oil i / / I �I i I FES 5 / \ INV=961.00 142'-15" HDPE - ® 1.0% / CBMH 35 -- - �- -- ----I -- --- -- - - RIM=957.20 STMH 58 \ \ INV=954.20 RIM=972.00 + - INV.=959.56 0I- / ,-0. \� 63'-18" HDPE ® 0.80%- 8"X6" REDUCER HYDRAN" 6" VALVI 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 24= ® 0.70% STMH 54 RIM=952.00- INV.=939.54 70' HDPE 24" ® 0,77% 24" FES 4 1N� 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 BURIEI STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. CONSTRUCTION NOTES: 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT I 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 I REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE I 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- "' F.F.E.=963 I CB 21 CB 38 I SEAL" OR CITY APPROVED EQUAL. FOR CONCRETE BLOCK OR BRICK �- 00 RIM=961.3 I RIM=960.5 L STRUCTURES, CONSTRUCT AN OPENING EQUAL TO THE PIPE SIZE, GROUT INV=9 -7.01 \ 6" C900 WM I INV=956.5 I AROUND PIPE TO CLOSE OPENING, AND REPAIR STRUCTURE TO CITY \ / ;A, 23'-15" HDPE I REQUIREMENTS. THE CONTRACTOR SHALL VERIFY TYPE OF CONNECTION N148'-15" STMH 30 �o ®2.7g% WITH CITY ENGINEERING DEPARTMENT AND COORDINATE ANY REQUIRED CITY 'c' STMH 19 �® 0.50% RIM=961.00 O' INSPECTIONS NEEDED FOR CITY ACCEPTANCE. RIM=960.78 INV=953.30(NE) ) ® STMH 33 I 146'-15" RCP � RIM=961.90 7. STORM SEWER SHALL BE CL5 REINFORCED CONCRETE PIPE OR APPROVED INV=954.81 \ INV=952.70(SE) Q o ® 1.0% \ \ p INV=955.86 ::: I EQUAL. CATCH BASINS SHALL BE PRECAST REINFORCED CONCRETE. � STMH 20 \ INV=952.50(SW) � ,T CBMH 31 I I , RIM=962.07 \\ RIM=961.00 I CASTING SHALL BE NEENAH R-3250 B WITH CURB BOX OR APPROVED 108'-24" HDPE e -T INV=956.27 \\ / INV=955.62(S) ® 0.40% I + EQUAL. MANHOLES SHALL BE FOUR FT. DIAMETER PRECAST REINFORCED CB 22 \\ \ / % 1 -9 4 7 O p CONCRETE IN ACCORDANCE WITH ASTM C478. CASTING SHALL BE RIM=957.80 RiM �2961 0 SAN-MH 7 \ \ �� I Ij�gJS �I - I NEENAH R-1733. MANHOLES SHALL HAVE A MINIMUM OF 2 AND A u INV 955.39 INV-957.0 CB 12 \ \\ � � � MAXIMUM OF 4 ADJUSTMENT RINGS. 8 C-90 I I ` TT I I I ��1 LCu1 H 0 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR M1� 6 0 WATERM N .. I INV=956.73(E - J '; MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE 8" TEE > _fL , 80 " HDPE "I� I� 0 ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% 8' VALVE 24 g C900 - - _ WM - NE, - STANDARD PROCTOR IN THE UPPER THREE FEET. E o CBMH 11 � � � ® 1 �`- � MSAN-MH 8 ` \ 16�2' RCP 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES , a INSPECTION BY THE CITY OF CHANHASSEN. 4. ® ....C....2... - - 23'-12" RCP _ _ _ cli 1 D0% II I �'� I STMH 10 CB g C900 1N 1 k r T 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. z V RIM-9 1.0 ® 1.0% - �-=959.05 RIMI 6I 7 c I' 0 a 66'-18" RCP INV=9 7.0 T 1 V 9 9 fi, 0 I 1 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO I ® 1.0% 31'-12" RCP - � � ._ INI �81 n 1 ` o w I _� z ® 1.0% �� - �A =MH "' J �A I WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY 3 CBMH 17 / M I 0 LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL -FREE: N RIM=956.00 w% O Y1 \\ _MH I I I 1-800-252-1 166. INV.=951.58 N a G9 Q _ INV.=951.18 SW CB ¢¢ 1 . 1 I 12. CONTRACTOR SHALL NOTIFY THE CITY OF CHANHASSEN 48 HOURS IN ADVANCE RIM=960.0 OF WORKING WITHIN THE RIGHT OF WAY. CITY INSPECTORS MUST rn / / \\% 1 1 ' 1 INV=956.0 I OBSERVE ALL WORK COMPLETED ON GALPIN BLVD. INCLUDING rp° _ v CB 26 / \\ CBMH 9I� REMOVAL OF EXISTING BITUMINOUS PAVEMENT, EXCAVATION OF TRENCHES, F.F.E. 961 _ RIM=959.OQ� I - - 1 PLACEMENT OF WATER MAIN AND SANITARY SEWER, UTILITY CONNECTIONS o INV=955. I CB 39 �, 1 I TO EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS 67'-15" RCP %� \ II I PAVEMENT. ® 4.6% 71'- 5" RCP I RIM-961.0 CBMH 45 1 I 1. % e 1 11 INV=955.0 RIM=958.10 STM1 1 RIM H 42 13. CONTRACTOR SHALL INSTALL, INSPECT, MAINTAIN AND REMOVE THE C MH 28 INV=954.10 _ I NECESSARY SIGNAGE FOR LANE CLOSURES. ALL TRAFFIC CONTROL RI =956.62 1 I INV=955. 6 N _l16'- 5' .HDPE ` 1 DEVICES AND SIGNING SHALL CONFORM TO THE MN-MUTCD, INCLUDING IN =952.62 EQUALIZER PIPE 1 \ INV=953.56(NE) ® 0 a � FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY STMH 5 20'-8 HDPE , I 1 INV=953.31(N) O 1 I RIM=96-3.0 19T-18" HDPE INV=953.16(S) '� 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION CB 40 \ I SHALL BE PROVIDED AT ALL TIMES. RIM 953.55 RIM=961.50 C ®0.40% I A STMH 6 CBM 16 INV=95r.91 a BM RIM=9 1 INV.-949.55 INV=957.50 e \ ` \` / 166'-15" HDPE INV=955 i 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE 222'-1 "HDPE 1 �j �� I WITH Mn/DOT SPECIFICATIONS. r V ®3.2% �� CBMH 46- - \\ \� j H 7 \ ) I=•0 - �IE CREEK 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CBMH. 4 �\ �_ �+ - INV=956.0- I - 6 bW SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING r'o oo �� CBMiI DEPARTMENT. r ' RIM=961.0 .� r v 75'-12" HDPE _ - ® 5.0% ` / / /�JNV95S.0- " 1 fl 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY 00 CBMH 3 �( L SAN H 1 COMPANIES. ��q I 41'-15'� HDPE / � � 1 °(� 1 ® CBMH 15 F.F.E.=951 I �� ®0.4o CBMH 27 RIM=949.00 e NIV=951.82(N)�• > INV.=945.67 �SAN-MH 3 SAN-MH 2 I ' LEGEND s 20' 27" RCP STMH 13 I I INV=951.62(S) \ �\ \ < 1 a 0.60% RIM=952.00 A�. A a�� -ST4H 5 "oo INV=944.79 STMH 2_ - \ �� \ \ \ u ° 1 DENOTES BOUNDARY LINE - _ 1 \ 1 8"-90 ' » " 8' C900 WM C \� - 1 1 DENOTES DRAINAGE/ UTILITY EASEMENT BEND HYDRANT TMH 14 280 27 RCP ® 0.� % 0 \\ I I 6l VALVE LUG " aY F - ` t s 1 DENOTES EXISTING STORM SEWER 0 DENOTES PROPOSED STORM SEWER o 1 3+ 15'- ri P RIM-955.90 CBMH 52 0 I -- - 1 -�� DENOTES EXISTING WATERMAIN f h 0 STMH 1 I NV=956.71 (E) I I 1 d I I DENOTES PROPOSED WATERMAIN INV=955.67(S) BMH 53 d, PROPOSED WETLAND � I IM_ 960.80 CB 51 L11 1 < DENOTES EXISTING SANITARY SEWER MITIGATION 1 956.80 RIM=964.0 42" FES 2 I - INV=960.0 I 1 'q "y.. , 1 < DENOTES PROPOSED SANITARY SEWER J INV=942.00 M - - F q q r <' I 1 ' DENOTES EXISTING BUILDING 25 CY RIPRAP I 1 tP CB 29 0 15" HDPE DENOTES PROPOSED BUILDING FES 1 / / RIM=958.95 -_�� ! 16T-18" HDPE T1.0% 129'-18" HDPE 1 INV=941.85 INV=950.93 I I ® 0.82% 1 1 1 DENOTES PROPOSED RAINGARDEN 30'-33" RCP au ® 1.0% ® 0.50% I , 1 DENOTES EXISTING FES STMH 50 1 I / DENOTES PROPOSED FES/FES WITH RIPRAP OUTLET CONTROL STRUC CBMH 47 RIM=961.50 I - , 1 ' RIM=959.50 INV=958.94 30'-33' RCP I CBMH 49 I j DENOTES EXISTING STORM MANHOLE/CB (SEED I INV-951.34 INV=958 .0 I\ ® 10.0% FES 3 _- _ - i ® ■ DENOTES PROPOSED STORM MANHOLE/CB _ I � I 1 \\I INV=942.00 8" C900 WM O DENOTES EXISTING SANITARY MANHOLE - I I - DENOTES PROPOSED SANITARY MANHOLE 122' P7= - -_ i ::i 269'-18" HDPE ® 1.50% ......... I • ® 67% 266'-27" HDPE CBMH 48 1.0% ` 109"- 8" HDF E I I / -6-DENOTES EXISTING HYDRANT `® 0.8t% \ RIM=959.0 - _ _ _ - �I \ I �' DENOTES PROPOSED HYDRANT INV=954.0 J I N DENOTES PROPOSED GATE VALVE 0 3 a CB 34 RIM=961.20 INV=957.20 - 252'-18" HDPE- - II 1 jjI f� III S 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: f 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 Soil Testing • Environmental Services www.schcellmadson.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: Private Utility Plan Date: 9-29-06 Sheet: 7 oA E n PROFILE SCALE HORIZ: 1 "=50' VERT: 1 "=5' 1-44 ^w. I 5.WN w rno, • N z(n' 0o �..• (n ti ... O� 61 u� ^ 1.� ........ to � SOP _� 9 970 ��0ObOtn+c00I o00�ro' r- O+II �1�11 KI)l Cll4 ll O N06):00+toto0 0�01II Corn=0)rn+c4nrn 1rn: ri rnrn 00) aQm11 rn- zzz(nV)zZ:~m»:ci�(j2 .... . ...... ; ---..N�zzr II �> EXISTING GROUND ROPOSED GRADE .. ...... ....... .... ........ ....... .. :960 MINIMUM COVER .... .. ....... ....... 15$._ 15" 9.599; ..... . RCP ® 8" E-900 WAMERMAIN •....t67LF 8'PVC'S " 200LF 8" PVC SD J 35: ® 0.40% R: 35 r7 0 N 0, L0 0 0 0 0 00 0 0 0 0j 06 0j 0j O N Vr 4 d 4 (D CO O N LF) Ln u-) N c0 CD cc CD CD c0 CD [D CD r, r e H AT TEE 12"x8" TEES }� �1�- I • s 0 50 100 150 8"-45' BEND 8--VALVES CBMH 11 SCALE IN FEET STMH 10 _ _ - I I �I ZI 1' • S SAN-MH 8 1 8"PLUG END PUBLIC CONSTRUCTION SANK6 k 1 1 � - - � � � LEGEND 8 PLUG J 1 AN-M 5 - I - - DENOTES BOUNDARY LINE 12"-1 WS 1 1 I - DENOTES DRAINAGE/ UTILITY EASEMENT � 1 / \\ BEND DENOTES EXISTING STORM SEWER 1 - 1 << DENOTES PROPOSED STORM SEWER I 1 1 F F :.. _F r r _ 1 DENOTES EXISTING WATERMAIN 38'-6" PVC SDR35 ® 1 0% H 9 `I I 1 1 } I DENOTES PROPOSED WATERMAIN STUB INV-949.00 I I I ®'2 00% PVC SDR35 I I V�� < DENOTES EXISTING SANITARY SEWER k e. STUB INV=949.28 1 1 - 1! < DENOTES PROPOSED SANITARY SEWER It HYDRANT I 1 1-- 1 1 11 DENOTES EXISTING BUILDING 1 W/6-"VTEEE `� 1 1 1 DENOTES PROPOSED BUILDING ': \ 1 DENOTES EXISTING FES 1 H 8 \ 1 I 4 DENOTES PROPOSED FES FES WITH RIPRAP 12"-� END I I ' 1 1 R NT / " DENOTES EXISTING STORM MANHOLE/CB V F. _ q \/ ®CBMH �� 1 - 8" PLUG 2 66 1/� V - A J " " 135 -6" PVC SDR35 n► ® ■ DENOTES PROPOSED STORM MANHOLE/CB \% 12 x8 ® 2.0% o STv! SAN-MH 4 6 8" VALVE b 1 I STUB INV=94 . 9 - p r' '�- t O DENOTES EXISTING SANITARY MANHOLE \i W/6" VALVE 1 1 p DENOTES PROPOSED SANITARY MANHOLE CBMH 4 4 12"x6" TEE SAN-M 1 DENOTES EXISTING HYDRANT CBMH 3 Y �45�E8E[ilDl 1 -� i 1 DENOTES PROPOSED HYDRANT c v I // " G r S7-0 I l N DENOTES PROPOSED GATE VALVE �/ \ >� CBM $ ,\ '-6" C 35\ - , _ SAN-MH 2 - 12"X8" TES �C �� P�( 12"-22.5' BEND 8" VALVES q 0% _ � 6�P�SDR35 1 4 ` I 948.18 5 \ ul" °1 � SUB NV=947.87 8.. PLUG t STMH 5 � MH 6 \ I 950 DATUM ELEV 945.00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 c r 6 LOW POINT ELEV = 957.99 LOW POINT STA = 6+04.57 PVI STA = 6+04.57 PVj ELEV - 9R7 5Q :.......:........:.........:.........:.........:.........:......... A.D. _ :2.00.•............ ......... ......... ......... ......... ......... ......... ......... ..o �........... N ...... LI-I in > K= 8d.00 N N 2 d U i o EXISTING GROUND ; I 160.00•' VC I : : : : : : + 'o o 0)0) : z -Z II II II :.......: �o.. ...........................m....................;.........;.........;.........;.........;..fl. .Il..;......... ncn�..:970 �o 00� : �pl-� r) : : : Ih ; 1)0)0to ; NstO� LJJ 0)D O) 0) : - to g + tnm : Co In : � � o 00 � + � ::2 un It : :2 PROPOSED N w BEGIN STREET IQI 0 II II ; I co rnrn ; ca rn �,� - ; � °' ; I II II °� I p 11 °� ; CENTERLINE GRADE ; j 0- ; ; CONSTRUCTION 1- r .M............. II 11 Il ........ .. _ u� r ............ .. 5G g. >................ tG sl. >......... .....:.........:............ 0. .......... STA=0+48.97 (n (n z I II II II ; U (n V) ; (n (n (ncnFr? 1.00%...........:......:.........:.........:.........: ...... : END STt3EET ; ; CQNNECT TO:EXISTING CONSTRUCTION : 7.5' 12' WATER STUB STA=943.12 : : : • MIN]MUM COVER :....... .. ��..RCP ...................:.........:.........:.........: :.........:...... ...... .......:.. .. ............ MAINTAIN MEN. 18" VERTICAL SEPERATION 8:15" RCP ; IF CL52 WATERMAIN +�15'' RCP 12" DIP CL52 WATERMAIN BUILD MANHOLE OVER END ..... ......... ; ......... ; ......OE ' EXISTING 'SANITARY•' STUB........ : 950 CONTRACTOR TO FIELD VERIFY 124 0 : . PVC SQR35 INVERT PRIOR TO CONSTRUCTION. :0.40% 127 LF 8" PVC "S • DR35 146 $" V S • 0% : 3 _ ® 0 4 LF P C 5 322 LF: 8" PVCSDR35 :.......:.........:.........:................. ......... ................. ................®.;40%..... ............ ........ ........ ............ ®.P:40% .....:......... ......... .: 183 LF 8" PVC : SDR35 ®:0.40% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 940 �- O 0 o Ln 10 Ln r- 10 N � U) 00 10 o - 0 r-) 0 `- N (� N � N N O 0 co O 0 000 O 0 0) 0 r)03 `t 0 -� r7 0 st 0 (0 0� � 01 00 .O "t � 0� .I � �"t � 0� "t co � M ol r � Cn O 0 O N r '- N O 00 o co r 0 r o co co 0 tri o co co co '"� co N � 00 cD a0 d) a0 (n 00 a0 �n a0 cO 1 OG '0 Ln c6 Ln 00 cxD Ln r �n CD rn Ln CO L QD o Ln c0 Ln co o d (o r u7 03 0 Ln 0 o co '- o 0 N co N (0 co cc N co 0 � N N (D (0 r7 � dd- (r) (D 0 � co 0) 0) to O'I 0 m 0 0) co 0 0 0) 0 � C� 01 m If) 0 0 n Or 0) CD 0 � 0) O tl) O� 0 0 O) 0) 0 0) 0) � 0) Lo 01 m 0 U) m 0 0 LID O) 01 Cn Ol 0) 0 0) M 0) 0) 0) O 6'i O 0 6� 0) 0 0) � m 9+SU 9+UU t5+5U tS+UU /+5U /+UU b+SU b+UU D+DU C>+UU 4+DU 4+UU D+Z)U OtUU Ltw ZtUU ItZ:)U ItvU U+JU 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. 0+00 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 14ftf west of westerly edge of bit, Golpin Blvd, and 39ftf 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. Kenneth E. Adolf Date: 9-28-05 Reg. No, 12048 Reviewed By: JERRY BACKMAN_ - Date: 9-28706 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: 9-29-05 Sheet Title: Sheet: Public Street & Utility Plan 8 0 16 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN SUB INV=943.21 END PUBLIC CONSTRUCTION- STMH 1 5'-15" RCP ® 1.0% SUB INV=950.05---' / .�71 IVI. I . \ S M- H F \ � I I 1 Q00 IH 1 PROFILE SCALE HORIZ: 1 "=50' ^^^^ VERT: 1 "=5' . LLI w?iw3 O Z Z O Z Z (n (n U� "`�0O 00 NOr-00 NQD,*NCDO I-�ri0) �t``)rr�ioo 0 (n�� Ln 0 LLJ � n 0 0 01 0) O Cn Q1 Cn 0) 0) O u) L0 _ Q > > > > O r F_ �» _ OOOI-,ro N+�� U(�0'ZZ UM0'ZZZZ r-+0uJ .........1y N.0)• U............ .......... ........... O 0) +U)L0444 = II II rna Q > 10C)070) 0) 0) MQ�>D = IC II II II m(~nV) C)v) ? N : a»> 00yZZZZ 960 (D o' .. ... ..... ...... �XI$?ING. �RQI�I� ... .... 960 +"4-. N to 0) . LLJ II ' wI->' LL (n z : PROPOSED GRADE 30'-15" HDPE 1'73'-42" RCP ® 0.40% ® 0.40% 950 ....... ....... ... c950 40'-42" RCP ;9 0.40% 8" PVC 85',-42" RCP: ® : .40% 56`•-54" RCP: @ 0.40% 940 ....... ....... ....... ....... ....... ....... ....... :940 0 O 0) 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 o Ln O O Ln 03 00 CDrn 0-) r� Ln O cc- C6 Ln r6 r N O 0) M 6) Ln � Ln Ln LO Ln Ln c0 c0 CD Lo co Ln Ln Ln 0) M a) o) M M 0') o) U) o) M 9) 0) a) a) STUB AT r-CB 2 \ �� \PROPERTY LINE CBMR 11`' (REFER TO 11 �Kl _L- �% STMH - 1 SAN-MH 4& I I 1 111�I 1 1 gr �I o 1 I F.F.E.963 t::�BMH 9 0l I F.F E 96 o I I STUB AT I PROPERTY LINE I <,� 1 1 1 II 0 H 8 CBMH 11 II I 1 F. F. E STUB= I I I PROPE TTT�E SAN-MH 4 STUB AT / CBMH 3 ( SAN-MIl3\ 4 PROPERTY LINE 11 LI111 i 4+00 \� 4 MH b o' 970 :.....a :. ..:......... :...... o.. w z"cn........... '...................:... ........:.... w................�r�,......:..... Co r0Lnh000 �m`-00 Mrin � ZZV)6) : � Zw� : + + Ln 00� 0-' 0)to : moc0 : r`N� : ��0000 M01� : +tO to to to rn+�°r'� : +a�oo �r �'?�Ncoo o)oo�N(il : = II 'll II rnrnrn =aornrnrnrn =`o0)M �n0�CD �'�rnrnrn �F_ Q� >.>....................� II II Il Il It ......... II II ll ......... co.rn.o)•rn rna).........= H. M 1 ................(0 mix ............ _ Q > 5 > ' rc''>' ' U)v) zz COS-zzz Dom-z II II II II II q �Qg>> (�(n�_ M > > > > (nV) Z Z Z P-ROPOSED (nEZzza CGRADE 'EXISTING GROUND 960 :... :................. ... .......... :....... .........'Ir ;..... ° @ 0.40% 950 :.......:.... .... :......... :......... ......... ......... ......... ........ ..... .... :......... :......... :......... :......... ;......... :..... 6" SPNITARY SERVICE : PROVIDE INSULATION BETWEEN ; 6" SANITARY SERVICE SERVICE PIPE AND 30" RCP ....... :.......... 8,"••WATERIIAIN..... .......... .......... .......... ......... ......... ........ ;......... ......... ......... ......... :..... LOWER UNDERNEATH PROPOSED 30" RCP 6" WATER SERVICE TO ACHIEVE 18" MINIMUM VERTICAL SEPARATION LOWER UNDERNEATH PROPOSED 24" JRCP ; TO ACHIEVE 18" MINIMUM VERTICAL SEPARATION: 940 . O10 O Ln10 if') Ln I-U) N co10 00 -tr) O Ln M� ro NN 61N N0 Oto 0 Oo0 0 O01 r O� M CO O � � rn � O� � O O� T O) �� O) 0 O N r O N r- O r CO O LG r� O 0 n 0 c0 O co � Lr) O co Ln � � � O) � rn'n Lp r I � . Lo (D � •- .0 11) V) 6. 00 - 00 � 00 Lf�00 to � 0) 0) - 00 M OD � 0) 0) r 0) co Cn 'n M cO 0) co c0 1_0O co � f� M � O 0 Cn O) (O O) 0) U� 67 tT O) 6, (D rn � L0 O 0) C7) LO 0-) Cn � Lf 0) G; 0) O) 0) 6) � Ln O 0) () 0-) O O 0) ce 0 6) 0) 6) 6) 6) 6) 0) 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. 9+SU 9+0U d+SU 8+UU /+5U /+UU b+SU b+UU S+SU S+UU 4+5U 4+UU J+JU )+UU +00 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 CITES 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 DENOTES BOUNDARY LINE DENOTES DRAINAGE/ UTILITY EASEMENT DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN < DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING DENOTES EXISTING FES DENOTES PROPOSED FES/FES WITH RIPRAP 0 DENOTES EXISTING STORM MANHOLE/CB ® ■ DENOTES PROPOSED STORM MANHOLE/CB L) DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE -6 DENOTES EXISTING HYDRANT 411,- DENOTES PROPOSED HYDRANT N DENOTES PROPOSED GATE VALVE «- DENOTES LIMIT OF PUBLIC STORM SEWER PLUG 5' FROM STRUCTURE OR AT PROPERTY LINE 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 =3291r.>7n 4 1 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: 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. 121348 Reviewed By: JERRY BACKMAN Date: 9-28-05 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning Soil 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 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Public Storm Sewer Plan Date: 9-29-05 Sheet: 9 of 16 1 r1L)er:626i1-047 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. 121348 Reviewed By: JERRY BACKMAN Date: 9-28-05 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning Soil 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 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Public Storm Sewer Plan Date: 9-29-05 Sheet: 9 of 16 1 r1L)er:626i1-047 8 v � 6 4 5 97 / I 3 I I I s' i ' I •I w V V w w _ — — — — — — W W V W W w Y Y W °. W w w, w a• w V W w w w W �.� ' j % -' _ - .m.,._.,,...,, .-w. ............ .. ...-.,._. ....,-..,,,_.�.... ..,. ---------------- a w w• W W w w x ^ �,//' i-----_- 964_------.'•-------\ "S li IV 966---_ _—_�_—_—_—_—_ —_— _- j 89_70_--� I —J_----_— — i w w i i i ♦ w i w i r a w 3 `\ «* -- —/�� I \I�` — — 6 �7�9�I\ I 0 60 120 180 Y Y Y W w w w Y i w - �70_�_ -_?? --- - J/ t crw �� C ` - SCALE IN FEET SIN F S -50Y W Y w w ♦ �.a1 1 •�' �lL� �� _\ �-----968- _ _ ,r +�--962----------------�•/ i r w `w `i `i `a•`w `Y `Y wwW T"'SW.. / I' ,, /^�----------+�--- r 1 n IMPACTED WETLAND AREAS fiWETLANB I w w w w w w • \\ � �I i I �•,,S •. � I Incidental• ,W l ' \ i x' rz r % :, ) dL B 0.44 a F.F. =96,� v`t — - _ Ia 4 D 0.03 cc 0 dCI• lM i i TOTAL 0.54 cc r � f,: �` .area � '.3 -_�-, _ � q�l _ r ^,.��a' w �•••� ) �,� � , 'I, REQUIRED MITIGATION AREA J�...W •tom ` l � i 0.54 cc x 2 = 1.08 cc �+ i I I oa , � N F 51-80 NORTH I I" r � �, �� .o- °� \ EDGE OF t G O V" i� I - I T """�, f A •` I ':^1,. , a 0 i� '7.� I - .. r p$p Gw�1'i-- M PROPOSED WETLAND AREAS ,� ;. �m�� R; �� • v o,v 17, , .. Wn,=r+m I acYoawo�w� tom' q i NEW WETLAND O 0.54 cc \� .' -w»`W, 11> ' �.. b CREDITS (MITIGATION) .�'. 11I) _-};0y- / ----- — 7p ; I ., • II�III I PUBLIC VALUE o � ---- _ - —_ _ ° 1 _ CREDITS (PONDS) F 1 .12 cc �\ TOTAL 1.66 ac I _96 _—�L.J i I I 1 7 �— I 1 � I ovvv000voo 1 rr /� 1 III /��: f ? , \ P `� 1 _ IMPACTED WETLAND , .. II1.10 ovov00000 1 - , 1 vvvvvvvvvv - -- vvvvvvvvv - / / 1 V tn PROPOSED WETLAND Wm '•," " 1 9 II � � P•c 11 I Rr � 1 TOA WL WL �954 1 I y` -`'`.,•,,,`.__..�,•..,..- \ — ` ~`� -_-- 9�'j � I I I �I -� r �1� `^ tea" f� 11 ou , u Gp1. i� 1 A — _ _ _ ^ - _ � 1 ° J \-WET� SUFFER v _ 1t I 1 taw _ PROrOSED WET A%D �`•-•! ! ,/ / _.� \\ I ,,� I v �..�a MITIGATI i w � _- • . ' /� " :` � - II .I I�,r �"-I •- ...,.,..°� -�_„• I �� *,\ � 'mil II a 1 1 �; �., - i _ I_ F _ - ,., •.. -'_•�k s4>aiR ,., � , / // j // �%i / � I' � , •r • I I� I �• r"� r F. _ — �,`r (--i , � - ' W7"4 n€ w Y .i i w i w >�° � - "� , / / �� /, I �i� \ v 3 I J 1 I _� _ J c / �. "��I_Vv4ZiV`a11\ 11 1 ,J/�'BASIN F51-80 SOUTH +, ' / c '•Ili'{� 1 I � , i i � ,. .a�+a� ..__----�� -•'�,x ' ! Ilt�l I � In 1i 11 pUTL.pT A - € :.j,lt' I" ROPO�,ED r �� ;1� i ' I' i 1 - ../°' - -" "�, POND -w- w - w * a, � a'• w W W I •- . Nwl.-` L-III 0., tt as ... i.. 1 '. I 5� / c jj ��/', //''yyL \ �, �cOI {. 14;:Il: _..HWL. 4�a/ 't \!.•-I I ��' I I 1,,, , ," _ , ...,....,..._...• ' � ,�-�" �, E U\ E V I I_ X I� TI I V r'W+ i i w # i # I I = t �-� I I I I ��. _l--�.`'�,—.•__.`W`_` ,. � •'• � � "!lilt� � x d§ I I I L ..,."`., .• ,i . `°Ilh JVET ��Ilq! -. # w # i w # a i m+ i � Ip � '�1�•.,NV / � 4/ R- ^� - I I I q I I' � I � rear .r".."' .. - .- I \•"- 1 t : w Y:'♦w Y W W i i rW �)( �/ •�, �1 .` 4. / vy ./ i I q q . _.. s�:.,,. '. > ' e' .,,, � y '�"~ `` ____ p unP i a / � 1 1 � \ A a, � � � I I . I I I*6.... � ✓ / L� � �� I " I - ��! �1 1I 1 I �I i # # i # i w w . i i # # i +, � � . � � � � h. � � 1 � I I I I \ - ,r w # w w a i w w w w w w Y - V 1 �� -'�., ,^a, =•S"T' l l 1 1 _.I_� 1 - -� _;" - , ' w w w w w w # ,� a # i . i a � � \ �-•'•- �-... � i " \ - - 4-;i � '91 w i i a i Y w W w i ,\• � r _ \ o""---_ I t I BENCHMARK �. •".-_ .,wn ..�MwEvlr�Nl�e Ilu.,l.0 M� ,dwdA I.YIIIJW,IV uuYudawlmlwnuFlW.,u 'y '' d `'� 1. MNDOT control monument JON MNDT along west side of HWY. 41. �— - � � � �� '�` " ` •arl�:�wlWlmbrWugV��I�)' Elevation = 1027.4-4 feet (NGVD-1929). .✓ - -- - -- � �7 � �-- -•-- - '-�. 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. / �" � , Elevation = 965.75 feet (NGVD-1929). --`�'�l-- _.•. _- - °M-m e 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: 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: -- - «a±e- 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 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Wetland Mitigation Plan Date: 9/29/05 77Sheet: 10' 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: -- - «a±e- 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 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Wetland Mitigation Plan Date: 9/29/05 77Sheet: 10' 16 Pr.n _now FILTE 6" M 1" IV wuivuvut_W rNV11wrr FnVwi JI11_ NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF } CHANHASSEN , .�1,~..,../�N�-,�+'•, .1 �.J A,.�, \aS , : 1.IiJ , .i.i1 \ ::. IY.1 A \ If•�:: W.s ):1-98 I):.:!:: r o:Af!.:::0.: 0304 I ••r . Vic.. Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R1981J • or Aluminum, 16" on center. o Steps Shall be on Downstream ? Side Unless Pipe Diameter is `r 18" or Larger .• • All joints in manhole to have %• "0'• ring rubber gaskets. A Maximum of 2 Short Manhole 4'-0" Risers to be Used Directly Below Cone Section Pipe shall be cut out flush 5„ • with inside face of wall. 0 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. CITY OF, . A \ ..•, ... , CHANHASSEN a),,,, .I.J, I& ,.J Irl/,.\1 M1.JL .L. R!?,:SC:D:2-97.1- .1- 4 a:.",E.: w Y F F o 0 � ti J m Ste' V) o w K Z O O J F O n o �Z x o >a x O w wo % z i m I- < , Z LLw 'NIPI ,L <x x a z�_ UKF _1 d �F `- o rw W o� < J o a+m LL.1; Z0 > o N Q Z W F o cv /,/ I_ _z w D¢ X m w co V _ _I w � t 19 J< U a U J � w W 3 w a a W N w < V � J N> Z NM �2 L'J�za \ 3 Q0i Z �N< < of max W X o XVW ,9 L } U W J m W O = Vi m w cal Jm� o N S 5� Sdo Z wzm -zo `� (nz o \ �s s¢ <�m o m� a iz�u J iowzz�a H Cr�oo�� w� Uwe uoow mw Q WM,N Ira- w00?�' a��<<�m J _z iya oM i5"o:UJ�o o - w ¢ to ¢ O r � ¢ vl w w w < U Z p �- U U Ii, � K x W ti - 1- H Z U a, r 0 < �. - w vl w < w N wz m J r ,n z i Oa,3a1 L-a'UO Z o >JQi Q��r� 2 00�� mW?'o� <�0 UUJF o'a�zoi Inp0K J Z� WWc( a)• �w Y=daQa Z WF(rm OO'_-O =JZ U�WJ J=JW}JJ mz I_ UNON rna0 �aa <M<Qx« D Z - W �M-> ZJJCJI-W ZmU O-Nri3 V'vi r0 0 U W y�jUUw ��=m�i <_u Z �X >-w~iX=w 0iw adaw m:n�01-In SVIO- <V1aK CITY OF CHANHASSEN ; f•�'•W, A A It RE,:SICR 1-00 2O-Ot, 1-02 :):,-;;: 'I:i.'.ti :0.: 1-03.1- 4 �7..0 ;r �� .t 6 moon9 Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofiloment, 36"wide fastened steel T-Posts with 3(501b) ten: strength plastic zip ties per T-Post. (Machine sliced) EROSION CONTROL FENCE - TYPE 1 _1T T Posts 24" in ground I ies Min. Depth of silt fence embedment. I Note: Type 2 silt fence is the some as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. Hay or Straw Bales r T. wad idx drrvm Mraugl tons ISto 20' iota th • r yrvurb. Zip Ties Bolo, to N �a� 6• beo. "• sal as to x ced rim anon- mead, uatmw. EROSION CONTROL FENCE - TYPE 2 ,11 Y CITY OF CHANHASSEN P.F.'.S4:y 2-97, 1-02, 1-03, t- O;;rG: ,3..f1•� .: 03(3{3 A P.C. C2 JP J5 CATCH BASIN IN RADIUS �P B618 CURB & GUTTER a 10,SURMOUNTABLE TRANSITION CURB & GUTTER A- A TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 112. 4" L�10 6" e 4 MNDOT 6618 CONC C & G SURMOUNTABLE C & G SECTION A -A CITYOF -.�;;,•,. A 1 �•,r 011.3 CHANHASSEN %8 .. : , LJ a,J\I.J, 1-00 :);;a;: :^t ::o.: 20 , DROP LID 7.5' Minimum cover required IwATERII 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 TOP W J 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" UV8521 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" Resilient Wedge Valve Valve and Box to be Conforming to AWWA plastic wrapped per C-515-80 standards BASE section 2.03o with all stainless steel nuts & bolts. 18"X18"X8" concrete block CITY OF F, :•or :: J,'Lb. CHANHASSEN A \ I :3r',v „1 HJ 1 k.J4 :V'M: �>;;•-; ;7..91 .:o.: 4,006 Revisions Date: Description: By: Date: Description: BY: Date: Description: By: MINIMUM 6' OF COMPACTED SAND PROPOSED SEWS.ER O SMMAM INWLA7lON TRANSITION TO SPECIFIED ONE PIPE LENGTH DEPTH TYPICAL). MSTALL VERTIC BENDS WITH MEGA LUGS AS REWIRED. WATERMAIN UNDER STORM SEWER CITY OF '.• A .•.;.x CHANHASSEN `)1 %.. •." `'.•-10b.:. ai 1 011 1„1 0b. .fL L .: •• •9•• e.e.ii•! r•r •mac. NOTE: Surmountable Curb & Gutter to be transitioned into a B618 type at catchbasin. Catchbasin Frame & Grate Neenah R-3290-L or equal with L Grate a A _ I fp. S ILAI r NOTE Catchbasin to be depressed 2" below design gutter line grade. _6_w> Surmountable Concrete ISOMETRIC RIC Curb & Gutter No Scale 2 - #4-60" Long Rebars Each way c .B, 5' Min. Transition 5' Min. Transition �I o WI`---_ --_-_ _ _.-- I N o I Top of `o W Curb 2" w Design gutter line grade 2 - #4-60" LONG Rebars Each way Frame & Casting SECTION A -A No Scale CITY OF • CUIIIt3 CHANHASSEN �r',,� •`'~ }' f�� 1,,\ 1 A,r :1 \ „ 1 Cur/, 1 %aI a o3/, a�u \ 1-98 •. •9 •' i�:i: :{ ::a.: UIOV rr•r: Vic. 7• NOTES: 1. Grates to be made In (2) PIECES 2. All metal shall be hot -dipped -galvanized I Hole Structure Requires (2) - Piece Grate Per Drawing SfF PIPE See Detail A -A 57"e O.D. F1/4"X1' FLAT STL Hole e,...MOOTHI BARS O 4' o.c. EACH WAY (4) 1/2" 0- 13 UNC Hex Head Stainle"s Steil Bolts With Nuts and Washers 1/4" STEEL PLATE 9'to12' HWL - DETAIL A -A INLET PIPE w T lVI 48• � ~ L J_ NOTES Poured Poured Concrete 1. Standard pipe bedding required on both Inlet & outlet pipes. CITY OF I V.J. tL.i ..,\oA, �xE l/ ••• 1 s: •. a�I L.L. I CHANHASSEN `" e.'.:'fa. kJ �,�1 \ 1 1 S,J Lq. 01 , Var 11„/1 L. 1-03 :);::!:: n..g;• :b•; .:::0.; 3:09 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: RIPRAP REQUIREMENTS PIPE DIA. RIPRAP REQUIRED 12" TO 24" 8 to 12 CY CL3 NO TE 27" TO 33" 14 to 20 CY CL3 GRANULAR FILTER REQUIRED 36" TO 48" 23 to 38 CY CL3 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 OR EQUAL _ 2'-. I RIPRAP Granular Filter (MNDOT 3601.213) SECTION A -A Geotextile Filter Type III RIPRAP N ry / J�. Granular Filter (MNDOT 3601_2B) `� 1� `N R_R Geotextile Filter Type III CITY OF np'.7 t� CHANHASSEN ' •" ' �/• L",S :•r` A as /,IL. ."--9"1 3.07 6" 1 Distance to ll� variable 1 /2"r 3'r 1 /2'r Top Bituminous Material , elope N O 34' Kft s' MnWT BM8 Concrete Curb and Gutter r T Bituminous Material rr 1/2"r aP 34 IrR Concrete Curb and Gutter NOTE: e• t2' For Use Only with Private Driveways, Parking Lots, or Medians. 28Rt 12'11 16' 68•R To Bituminous Material (--Top P T-111 IT S�IOIMTAKE 1/2 : i. Concrete Curb and Gutter 17 1/2' 10 1/2- 28" 4• � 1 1 /8"r m numinous Biturnirms Curb Surface 8" Shoe Fornwd N�- CITY OF Y• •.ylry A 1 f•,• rrry CHANHASSEN �,::: c ;..:�:::1 - 24"x36" slab opening for Neenah R3290-L or equal r \ r I NOTE: L grate shown I II Neenah R3290-L casting and grate or equal. ------I 6" Conc. collar PL� Minimum of 2 maximum of 5-2" concrete adjustment rings with full beds of mortar. Precast concrete or - HDPE adjusting rings. , m A. Z -z n Varies 4 -0 Typ. 5• is 6' +O O 6" precast reinforced concrete slab. Top of barrel section under top slab to have flat top edge sealed with 2 beads of Romnek or equal. All 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. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for each 4' of depth greater than 14', and reinforce with CA" 10/10 mesh. }¢- 2 Grout bottom of manhole to 1 / ilk diameter at pipe and slope grout 2" toward invert. CITY OF N A Y -.; l/ A 1 CHANHASSEN EI,tr„ :3„a)1,1;,r\ . Ir1,, \, ,,i.. 1-03 r ?:::..";': ::0.: ,, Schoell & Madson, Inc. Engineering a Surveying a Planning Soil Testing " 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 1 Tie last 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 t 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" 314.0 4" 5/8" 21 "-42" 1 0 6" 3/4" 48"-72" 1 1/4"e 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 sa A ;::.•' ::..., CHANHASSEN CY, \ 1 04" A \ 1.• "r"1 '"•• • A ;y••'� 11 /,a31 , qq i..:'. . ::a.: 3106! ••Y..4.A •� V 31e per foot I MIN. 2.0% GRADE 6" x 6" /6 Welded 7 1/2" Concrete pavement Wire Me 3" 4" Class 5 base incidental to apron SECTION A -A No Scale 24' RESIDENTIAL 26' INDUSTRIAL/COMMERCIAL A Right-of-way B618 Curb & Gutters B618 Curb & Gutter ,50 A minous Contraction Joints -y q Max. Spacing in Expansion Joint (typ) Valley Gutter O 8' ENo LM NOTE: 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 Some as Street Paving Section. CITY OF € d,)%-Cn? :"; s: CHANHASSEN Da . t b.'to:+ ;1s&=10:: .. 5... .._-_ 2-01 IY.:1f: .� :ri .:::a.: '••rrv. 2..9• VL,JI NOTE: L Grate Shown Face of Curb Direction of Flow Catchbasin casting and grate Neenah R3290-L or equal •� Grate to be 2" below 3" radius curb box. / gutter grade. j 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" 1 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 collar on the outside. _ 6" Do houses shall be 9 grouted on both the SECTION inside and outside. 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 },. •Y,I... c,-.. ,•. a) , CHANHASSEN w.t:51{a:1-0a, 1-03 .... 11-9,11 0. :.,... ...,.. 3404. 1:. ' Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 PL CL PL 3 a• 4r, c..... ta' fn 1:,,30 1 4" Topsoil, Seed y & Mulch or Sod. B-618 Concrete Curb Wear Course to be 1/2' - o c�°Q Above Edge of Gutter 3.2.0% S• 076 �o� 1.5 1 1' 2"-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW35035B 2 1/2"-MNDOT 2350 MVNW350356 12"-Class 5 Aggregate Base, 100% Crushed 24" MNDOT 3149.2B Select Granular Borrow (See Note 7) Tack Coat - 2357 Tack Coat - 2357 NOSES 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 Y•' �'�%+�- No \L,+,f ai , . CHANHASSEN - . z-o 1-03 :);, ;: 5:10: I Natural Ground _o III Z°EL) _III Bc III 0_"o 0 0 0 c°)�oo,a` NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CITY OF sa;s s:::::);: ):N CHANHASSENier�'`;s�a'2202 78. pacted ckflll + + + + + + + + + + + + + + + + + + _ 12" + + + + + + + + + + + + + + + + + + + + + + + + Embedment + + + + + + + + + + + + Material + + + + + + + + + + + + + + + + ad- + + + 6" Pay Depth + + + + + �'�+ + + + - Increments (typ.) 6" ++++++++++ +++ ++++++ 6" Pay Depth Foundation - Increments (Typ.) i i If Required (see Note 1) gc penot s outside diameter o pipe NOTES: 1. A soils Engineer will be required to determine the depth of the a foundation 9 q P PP 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 . I, .. . ...r. 1 \ ;y I r•'` 9 A ;3 4d Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Details Date: 9/29/05 Sheet: 11 s 16 SMI Project Number: (? Revisions Date: _1T A A Exposed Aggreggate Ramp Surface. Do fffot Epoxy Glue Aggregate. 0 0 o 0000000 ao o 000 o ° ao4 00000000 00 00000 00 000 70G I=OSi- 0 00 0000° 00000 7 V' 0000 0000 Z o°°°°0 °°° OO Z B 00 9 LLO Varii \ PLAN A Jmin. ED J m Max. slope 10:1 NOTE: Cyrb Opgping 1 Less TF1an To Be 3 U Sidewalk Top of Curb or Trail Width. 5'r7' 6'7'Vgriable8'5' 5'Varies9 4 min. 10' 9 SECTION B-B Note: All Pedestrian Ramps 5-4- to be concrete. 1" Per Ft. or Flatter e4"rm " Concrete Class 5 3ase SECTION A -A Curb & Gutter pon Joint 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. CITY OF ;x::1,,; •w•,-;- CHANHASSEN .....,. 3 • , •/'.. ... •+Y..9� r �'.t� "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 27" MASTIC SEAL 4 4. 4. 48" NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. TI CASNG 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 CHANHASSEN BARRIER 04 );:::;: 1-03 D:;M:::D.: 2109 'I:. SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. SPECIFICATIONS AND STANDARD DESIGN LOADS N% afihu&_� 9 MMON. P110WABIE "% WEIW? LM n/a AWS •*"L. Fe, W ere.' coOF - = , 01.1-94, SVETY FA n/a 29 M 1926 - up Hru3N S MWDS WATER ROW RAZE (THROUGH WPE W naQi) 0,707 cPo r 3' Head .1W. OVVR OW Mm 5.94 Me r 15' head MODEL#CG23 ASSEMBLY Box 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 CHANHASSEN SEDIMENT TRAP REVISED: DATE 1 -04 PLATE NO.: 5302A FILE NAME3935307 J PL VARIABLE 1 HYDRANT 6" 6" VALVE BOX VARIES 5'-6' SEE PLANS 1/4" SLOPE PER FT. TO ROADWAY CURB C NCRETE 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 f*f!• �':: %✓�✓i✓e •. b. CHANHASSEN �YIe•�::'1fI A . r. ..iE I.J• . f. /,..r. Fe �0.75" 1.5" BIT. WEAR _� 2" 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 r BIT. BASE OR BINDER MIN. (2-2") ADJ. RINGS AND HDPE OR MAX. (3-4 ) ADJ. RINGS (1-2" RING WITH 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" 2.0 2 RISE 0.75 2 5 2 RISE 0.25 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 ` f • • •s if 1• :: • ...I•I A,.., CHANHASSEN Af , A IF /11..0VtJ t,) . IF •CA I.J:: ty44 P MANHa Date: Description: By: Date: ISOMETRIC VIEW IHIGH FOR 60.25 CIRCUM 45.5' RADIUS - 285.a8'/360• _ 900 S. IN � I �J STANDARD CUL-DE-SAC x Y• ' COM. /INo. 60RID. 45• RID. URBAN 60' RAD. 45.5' RAD, RURAL 60' RID. 40' RID.• 'NOTE: 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) CITY OF A I CHANHASSEN / 0 1 1 i 24"x36" slab opening for Neenah R3290-L or equal f 1 1 1 I I NOTE: L grate shown 1 r 1 � i ---- Neenah R3290-L casting and grate or equal. Minimum of 2 maximum of 5 S. Radius --_ PLAN concrete adjustment rings with full / 6" Conc. collar beds of mortar. -�t- - Precast concrete or 1 ---� HDPE adjusting rings. 6" precast reinforced concrete slab. Vari s 12" 16-E _ 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 ? Manhole steps, Neenah R1981J or 5" equal, 16" o.c., Aluminum steps ro approved. .- Doghouses shall be grouted on both / the outside and inside. NOTE: yallo block structures are allowed. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for I �i6• each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. SECTION \ No drain holes CITY OF %W 0 %.' & a . A x'Y•. - CHANHASSEN rJ "6if,i- MI 1, R:•:TSP:D:1-OOJ-03,1-0a ;); w;; I"::::f ::2: 4 3.v•a IN -PLACE ELEVATION VIEW WIMCO INSERTS FOR CIRCULAR MAHOLES WITH GRATED COVER 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 _ SPECIFICATIONS AND STANDARDS NOTES: 1. Shape of back of buttress may vary as long as poured 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. 6 = 45° Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal e - See no BUTTRESS DIMENSIONS PIPE 22 1/2° BEND 45° BEND 90° BEND1 TEE SIZE 81 DI B2 D2 B3 D3 6" 1'-5. V-5" 1'-5" V-5" 2'-1" V_6" 8" 1'-5" V-5" 2'-1" V-6" 2,-8" 2'-0" 12" V-10" V-10" S-4" 2'-O" 4'-9" 2'-6" 16" S-0" 2'-0" 3'-10" S-0" V-2" 3'-6" 20" 3'-6" 2'-8" 5-6' S-4" 8'-4" 4'-0" 24" 4' -4" 3' 0"' C-10" 3'-10 9'-8" 5'-0" 30" - 9'-3" PLAM 90j1 9L79� ICONCRETE SHAL IN CONTACT WIT THIS QUADRANT OF PIPE RAN M0' e - See ' 9MMM A -A RAN n t/r pm CITY OF �aj(' • t, C II• • a be CHANHASSEN 1'G OATS: ..9"; •. !,:A-s ::a.: :ova•. 02 TO 2- INCH WASHED ROCK. PLACED TO SURROUND RISER 2 t� MANUAL OF STEEL CONSTRUCTION, 9TH EDITION. STRUCTURAL WELDING CODE - STEEL. D1.1-94. 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS 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 cis Q 6" head AVAILABILTY 1.575 cfs Q 12" head STOCK Designed By: Drawn By: Checked By: ROAD DRAIN INLET PROTECTION TOP SLAB MODEL RD 27 12" HDPE TEMPORARY PERFORATED OUTLET STRUCTURES TEMPORARY POND SEED MIXTURE: MNDOT MIX 90B ® 50lbs PER ACRE OR APPROVED EQUAL. INSTALL EROSION CONTROL BLANKETS. (TYPE 3) POND TOP ELEV. = VARIES (SEE PLAN) \�1 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 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 O r- )P WEIR = 945.25 16" ORIFICE INV=944.38 0 WEIR WALL FINISHED GRADE GALVANIZED GRATE (SPLIT) W/ 4"x4" OPENINGS RIM=947.80 TOP WEIR INV=945.25 NWL=942.00 60" M H p 0CP STRUCTURE CROSS-SECTION OUTLET CONTROL STRUCTURE NOT TO SCALE VARIES 3A SIDE SLOPE PROVIDE TYPE 3 EROSION VARIES CONTROL BLANKET SEEDING AND PLANTINGS REFER TO LANDSCAPE PLAN TYPICAL RAINGARDEN CROSS-SECTION NOT TO SCALE Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 ► �Z�] Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN feet Title: Details uate: 9/29/05 Sheet: 12 „{ 16 (3) AM (8) FA. (4) AWS (2) WP (7) AWS- (10) EMS (14) FA_/ (3) BSJ \\—(14) FQS `(7) FOS(6) AM L-(7) FQS (11) HL—J (8) SS, — (3) AM -- - - = WARNING An -- "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 I 1 � IN ,E —(2) AM -(5) AWS M `i (3) BS NWS -(2) SS /(3) HL (5) DBH '0 1�9 V+ DBH r 3) BS - (4) FA .. tt 1-(4) FA 'a (5) EMS —(5) SS (5) AWS''', t l (6) i3S-I �. (7) EMS (9) WP-/' (7) ). D:5- r z ;� stF .` i) AWS S� 5) EMS C = PLANT LEGEND 0- DECIDUDOUS TREE S f ORNAMENTAL TREES CONIFEROUS TREES 00 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. WETLAND BUFFER SEED MIX AREA: SEED 16.5 FEET BEYOND WETLAND 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 OcF-SITE. PLANT SCHEDULE CODE QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS THORNLESS HONEYLOCUST var. Inermus 2.5" STRAIGHT LEADER HL 67 Gliditsia triacanthos 'Sk cole' CAL. B&B AND FULL CROWN FALLGOLD ASH 2.5" STRAIGHT LEADER FA 54 Fraxinus ni ro 'Fall old' CAL. B&B AND FULL CROWN 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 Picea glauca densato HT. B&B AND FULL FORM WP 57 WHITE PINE 6 B&B STRAIGHT LEADER Pinus strobus HT. AND FULL FORM AM 94 AMUR MAPLE 1.5" B&B STRAIGHT LEADER Acer ginnala CAL. AND FULL CROWN SPRING SNOW CRAB 2.5" STRAIGHT LEADER SS 48 Malus 'Spring Snow' CAL. B&B AND FULL CROWN DWARF BUSH HONEYSUCKLE 5 POT PLANT 4'-0" O.C. DBH 114 Diervilla 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. FQS 92 Spiraea trilobata 'Fairy Queen' GAL SPACE EVENLY EMERALD MOUND HONEYSUCKLE 5 POT PLANT 4'-0 O.C. EMS 103 Lonicera xylosteum 'Emerald Mound' GAL SPACE EVENLY BCB 152 BLACK CHOKEBERRY 2 POT PLANT 5'-0" O.C. ARONICA MELANOCARPA GAL BASE SIDESLOP HBC 51 HIGH BUSH CRANBERRY 2 POT PLANT 5'-0" O.C. VIBURNUM TRILOBUM GAL SIDESLOPE QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. o LANDSCAPE REQUIREMENTS REQUIRED PROVIDED • STREET FRONTAGE: (900 L.F.) DECIDUOUS TREE: (1 TREE \ 3OLF) 30 30 (90OLF \30 = 30) • NORTH PROPERTY LINE (BUFFERYARD D- 20' DEPTH) OVERSTORY TREE: (5 TREES / 100') 60 UNDERSTORY/ 6' EVERGREEN TREE: (10 TREES / 100') 120 SHRUB: (15 SHRUBS / 100') 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') �3 SHRUB: (5 SHRUBS / 100') 60 120 180 17 35 51 45 91 104 32 48 1 n 811 F 0 60 120 180 SCALE IN FEET I hereby certify that this plan was prepared by me or under Designed By: my direct supervision and that I am a Licensed Landscape Architect under the laws of the State of Minnesota. Drawn By: Kevin Tappan Checked By: I Date: _ _ _-_- Reg. No. 26980 Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www.schoellmadson.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 Project Name/Location: CHANHASSEN WEST BUSINESS PART( CHANHASSEN, MN Sheet Title: Landscape Plan Date: 9/29/05 Sheet: 13 „f 1 P.r = >fi,h-I-0A" = DECIDUOUS TREE V 24 NOTE: TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED 1T 'S THE CONTRACTOR'S OPTION STAKE TREES; HOWEVER, THE VTRACTOR IS RESPONSIBLE FOR INTAINING TREES IN A PLUMB 3ITION THROUGHOUT THE ARANTEE PERIOD. ARIFY BOTTOM AND SIDES OF LE PRIOR TO PLANTING 4CE ROOT COLLAR AT OR JUST OVE FINISHED GRADE UBLE STRAND 14 GA. WIRE — 0 1200 INTERVALS (TYP.) POLYPROPYLENE OR LYETHYLENE (40 MIL, 1-1/2" )E STRAP TYP.) =E WRAP TO FIRST BRANCH kGGING — ONE PER WIRE OTBALL TO SIT ON SUBGRADE LCH — " DEEP SHREDDED BARK JLESS 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. = 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 & BURLAPPED 20t TREES BARE ROOT TREES 15f BALLED & BURLAPPED 10t SHRUBS BARE ROOT OR 7t CONTAINER SHRUBS WOODY SEEDLINGS 4t HERBACEOUS GROUNDCOVERS AND 3t 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. E STRAND 14 GA. WIRE, 200 INTERVALS (TYP.) )LYPROPYLENE OR fHYLENE (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. AIL AIDE ?" X 24" WOOD STAKE T ANGLE = SHRUB NOTE: HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.) SCARIFY BOTTOM AND SIDES OF �{ 15HOLE PRIOR TO PLANTING � I 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. NOTE: THE HOLE FOR PLANTING MUST BE AT LEAST TWICE THE WIDTH OF THE ROOT BALL. ALL SHRUBS TO BE PLANTED WITH THE ROOT COLLAR LEVEL OR SLIGHTLY ABOVE GRADE. 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: 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 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* /95?)546 9065 Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Title: Landscape Detalls Date: 9/29/05 Sheet: 14=.f 16 CONSTRUCTION AT NO COST TO OWNER. n e 0 60 120 180 SCALE IN FEET 1112 OM2 HAR IWARE PAC AGE INCLUOE'.St 1y S (4) 1"x4" GAIV CARRIAGE BL;NLttS FULL THREADS, ROUN[) LVAT 4'4HERS. I" NUTS. (4) LOCK WASHERS.. do j4) 3">< 3"xi" TAPPED RETAINING WASIHER. 8.75" 10, 11" DIA. SOLT CIRCLE 7,, --- (4} NOTCHES IN 5HAF7 r . T'O ALLOW ROLIHEAD ~Y"« CLEARANCE NOTES 1, FINISH, HOT DIP GALVANIZE PER ASTM-A155 (LATEST '.., REVISION). '...... N 2, BASEPLATE TO BE PERPENDICULAR TO SHAFT' AXIS (& 1"')I '... .r AND MOLE CENTERLINE CONCEI+111RIC 114.185) TO 5HAF"T AMIS, 3. STENCIL MIN 1/2 IN. LETTERS MANiUFACTIJRER'S NUMBER ' AFTER GA.VANIZINNG.. 4. PILOT PLANT AND SHAFT AXES TO BE CONCENTRIC (4/- MC' (iF ` D[A -125 F/H) AND IN LINE I I./.- 2 ).. ^— --'� 5., PLAN CU1 SLOT ~>ERPE.NDICULAR II) THE.. BASEPLATE.. 6. PRELEAT, TUMNLLBLAST, HANDORIND, AND CLEAN BASEPLATF HUIX AND PILOT POINT ON ALL 'WELDED AREAS. 7. F'I..AMECU" IRRECUL API TIES PERMISSIBLE. (1) VALLEYS NO -0 EXCEED 3/32- BELOW NOMINAL SURFACE LEVEL (2) f PEAKS OR POL"II'VE IRRECLILARITIES NOT TO EXCEED 1/32" 14'DIA. ABOVE NONFNAL SURFACE LEVEL OR INTERSECTIONS OF S ~ HELIX NOV114AL 'SURFACES. 8. ALL MATERIAL IS TO BE NEW. UNUSED AND MILL TRACEABLE MEETING THE FCL.LO'WING SPECIFICATIONS: EIA A : ASTM Ala-f`L.ATEST REVIWN) STRUCTURAL STEEL (CONFLT1W 10 AASHTO 'TECH, BUL. 1270,) ^A(d AFT; ASTM• A252(Lr TF'LT R£VI54N) CHACE STEEL PIPE PILES. ALTERNATE MATERIAL: ASTM (LATEST REVISION) TYPE E OR 6„ GRADE R ALL RADIAL '.ACTIONS NORMALA53 STEEL PIPE OR ASTM A500._I;LA i"E` I REVVSON) 4/- 3 GRADE B STRUCTURAL STEEL. 11„161 HELIX AfTM 64, VISION) t4OT STEELL °SL TLPQJN. ASTM A575-LLATE'SIREV ION) ^NTO BAR. PI'*CH POI. Ig, ,.AIR SOLT PER ANSI 6105.1. 545 JAES CHASE-._5. _ 10. BASEFLATE IS PERMANENT: LY STAMPED WITH ALL.. RADIAL 5EC1ICN5 NORMAL MANUFACTURER'S IDEN'IF TAT'ON "I LIC" ,N 1/2" LETTERS AND TO AXIS 4/- 3' DATE CODE IN 1/4 LETTERS', 11. HARDWARE SHOULD Elf PACKACFD IN BURLAP BAG AND ATTACHED TO FOUNDATION, HELIX MUST BE FORMED BY MATCHING MIE'IN DIE- RECO.HENUED TCRQUIF: NO GREATER THAN 15.WD FT. LB. (SIDE VIEW Cf TRUE HELICAL FORM) A-FY 0 L.IGH fN13 CHAi PASSE i AsEh11 L'r 4T; 4 1 r. 2 A GENERAL NOTES - IYEE R LUMINAIEL � `.:.I LUMINAIRE SHALL BE EXTRUDED ALUMINUM RECTANGULAR SHOEBOX 4 1 5- WITH HIGH IMPACT RESISTANT FLAT GLASS LENS. ONE --PIECE DE -FORMED -H SPECULAR AL. REFLECTOR SEALED OPTICAL ASSEMBLY, TYPE III DISTRIBUTSOW, I 250 WATT H.P.S. VOLT MOCAL BASE LAMP. GASIKETED DOOR, ADJUSTABLE MOCAL BASE LAMP SOCKET (400 WATT MAX. j AND 240 VOLT BALLAST. ARM SHALL BE RECTANGULAR EXTRUDED ALUMINUM TUBE (2.25"3 A 6'3 x let LONG). V LNGHTTNG STANDARD 'SHALL BE CORTEN SELF -WEATHERING SQUARE TAFPERED STEEL. 3 MILLERBERND FUTURA SERIES SOH -SW OR APPROVED EQUAL. REMOVABLE WEATHERPROOF TOP COVERPLATE. LIGHTING STANDARD BASE SHALL BE TYPE-H CASE. STEEL. ' ACCESS DOOR SHALL BE REMOVABLE WEATHERPROOF 6" X 7 1/4- X 9" HIGH. PROVIDE INTERNAL GROUND LUG. FEEDER LEADS rn THE LUMINAIRE. SHALL. EXTEND FROM THE PROPER CABLES IN THE BASE ' 01 FHt: STANLARO THROJGH $LPARAW 5 AMPERE cN...4'Ht -UNE FUSES. SUITABLE SOL.DERLESS CONNECTORS SHALL BE JSED. FUSES SHALL BE EQUAL TO BilSSMAN kN-THE-LINE WATERPROOF FUSEHCLLIER THPE HIED WITH A BUSSMAN TYPE FNM DUAL ELEMENT FUSE. -10ENERAL NOTES: UCHPNG ASSEMBLY SHALL CONTAIN ALL MODIPCATIONS NECESSARY TO COMPLY NTH NS.P, GROUP III MAINTENANCE PROGRAM. z THE CONTRACTOR SHALL PRDNDE AND TURN OVER TO THE CITY, (2) SPARE LUMINAIRES AND BALLAST ASSEMBLIES COMPLETE WITH ALL COMPONENTS AND MODIFlCAITONS AS REQUIRED.. THE EXACT LOCATION OF ALL STREET LIGHT ASSEMBLIES SHALL BE STAKED BY THE ENGINEER. rV II N LUMINAIRES BEING PROVIDED ON THIS PROJECT SHALL. BE INSPECTED AND APPROVED FOR INSTALLATION PRIOR TO INSTALLATION FOR THE N.S.P. MAINTENANCE PROGRAM. COORDINATE THIS PROCEDURE NTH THE.. AUTHORIZED N.S.P, REPRESENTATIVE, ALL. EXPOSED METAL COMPONENTS SHALL BE FACTORY FINISHED BAILED ACRYLIC ENAMEL TO MATCH CORTEN 4--YEAR WEATHERING STEEL, AS PER Mo/OOT SPEC, COMPLETE ASSEMBLY SHALL BE STRUCYL/RALLY DESIGNED FOR 100 MPH tIWO LOAD FOR E.P.A. IMPOSED.. ALL LIGHT 'WIRES (INCLUDING RUNS BETWEEN LIGHT POLES AND STREET CROSSINGS) SHALL BE PLACED IN CONDUIT. ('� y, ,+';,'S SPLJCE BOXES OR HANDHOLES SHALL BE. INSTALLED AT ALL STREET CROSSINGS THAT �,-r'0a 7+5 SERVE AN OPPOSITE SLOE UGHT POLE. PROVIDE BREAKAWAY FUSE HOLDERS LOCATED AT DOOR OPENING j FUSE: (TROM 30A - 60OV-YO66) n4'_.0• 1 ._�............-.--.......__.I — CURB C� I OF L) GH € 8 G GBANHASSEN POLE' REVISED:2/97, 119g. 1f05 GATE: .G.."- i PLATE NO.: 5240 ALE NAME: 393 Revisions Date: Description By: Date: Description: By: Date: Description: By: Designed By: Drawn By: Checked By: Schooll & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www.schoelimadson.com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (962) 546-9065 lient: EDEN TRACE CORP. 5156 MALLORY COURT CHANHASSEN, MN 55305 Date: 9/29/05 Sheet Title: Sheet: Lighting Plan 15 of 1 SMI Project Number: 62641-047 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN STORM WATER POLLUTION PREVENTION 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 SWPPP 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 STORMWATER 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. 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) ® 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. A. STORM 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 PRACTICES • 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. C. SEDIMENT CONTROL PRACTICES • 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 DRAINAGE • 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 MAINTENANCE • 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 STABILIZATION • 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. LOCATION MAP NO SCALE DEVELOPMENT SUMMARY TOTAL PROJECT AREA TOTAL DISTURBED AREA EXISTING IMPERVIOUS AREA PROPOSED IMPERVIOUS AREA SOILS ARE HYDROLOGIC SOIL GROUP 40.14 AC. 35.74 AC. 0.710 AC. 19.72 AC. B f 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. Kenneth E. Adolf Date: 9-28_0.5_ Reg. No. 12048 _.. RFC^rwn(1 By JERRY BACKMAN Date9-28-05 Designed By: I Drawn By: I 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 55317 Date: 9/29/05 Sheet Title: Sheet: Stormwater Pollution Prevention Plan ISWPPPI 16of 16 Project Name/Location: CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN NEWDOC r i • .i •S 1 '• a PRELIMINARY PLANS FOR: u uu I� S Eflofll- S muuum u �H u u luuuuuuuuummiN CHANHASSEN, MINNESOTA PREPARED FOR. K"kACE —rm- EN T CORPm 9111111111111111100 S S P iu�Art �Vu ':FREE PRESERVATION, SITE, STREET, GRADING, DRAINAIGE & EROSION CONTROL, SANITARY SEWER, WATERMAIN, STORM SEWER, WETLAND MITIGATION AND LANDSCAPE U. U- 11 M C !i THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATION OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPETS, MANHOLE, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGI^!G THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 0, ❑® Tug I a B. wood ROJEGr1 _/ Ig Lake OCATICJ MLaF-)Jg t M CH HASSEN 2000 P. 20,321 r" 1`11�ew Hazeltine LOCATION MAP NO SCALE Lake Al ELL 1111�1®%SON5 SCHOINCm 03 Revisions Date: Description: By: ENGINEERS SURVEYORS PLANNERS SOIL TESTING ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD MINNETONKA, MINNESOTA 55305 MUMBILIBIWI 1. TITLE SHEET 2. EXISTING CONDITIONS PLAN 3. -fR_"E PRESERVATION PLAN 4. TREE PRESERVATION DETAILS 5. PRELIMINARY SITE PLAN 6. PRELIMINARY GRADING PLAN 7. PRELIMINARY OVERALL UTILITY PLAN 8. PUBLIC STREET, SANITARY SEWER & WATERMAIN PLAN & PROFILE 9. PUBLIC STORM SEWER PLAN & PROFILE 10. WETLAND MITIGATION PLAN 11. D(=FAILS 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 ENGIN_:ER '.'i4DER THE LAWS OF THE STATE OF MirgNESOTA. DATE.: 6-17-05 REG. NO. COY OF RHCEIVEDSSEN JUN 17 2005 CHANHASSEN PLANNING DEPT CITY OF CHANHASSEN RECEIVED JWn! 7 2005 CHANHASSEN r� ,,,-)EPT 1of13 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. Date: —Reg. No. Reviewed By:. Date: Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning �-- Soil 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 Date: 8-17-05 Sheet Title: Sheet: Existing Conditions Plan 2 of 13 SMI Project Number: 62641-047 Project Name/Location: NW QUAD OF CSAH 18 & GALPIN BLVD. 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. Date: —Reg. No. Reviewed By:. Date: Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning �-- Soil 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 Date: 8-17-05 Sheet Title: Sheet: Existing Conditions Plan 2 of 13 SMI Project Number: 62641-047 Project Name/Location: NW QUAD OF CSAH 18 & GALPIN BLVD. CHANHASSEN, MN LEGEND 0XXXX 0XXXX ❑❑❑❑❑❑ TREES REMOVED 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 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 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. FT. 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. FT. OR 3.52 AC CANOPY COVERAGE AREA. 356,529 — 172,565 = 183,964 SO. 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. EL TREE DRIPLINE. SNOW FENCE OUTSIDE OF DRIPLIN:. SEE SPECS. EXISTING TREES TO BE PRESERVE TREE DRIPLINE. SNOW FENCE. 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 OPERATIONS ARE COMPLETED. 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 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). Revisions Date: Description: By: Date: Description: By: Date: Description: By: 3-1-05 REVISED POND JB 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 • 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 n Hir e 60 120 180 LE IN FEET Date: 6-17-05 Sheet Title: Sheet: Tree Preservation Plan 3 of 13 SMI Project Number: 62641-047 Project Name/Location: NW QUAD OF CSAH 18 & GALPIN BLVD. 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 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 i 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 2243 SPRUCE 12 1 12 R 2246 ASH 14 1 14 R 2247 ASH 12 1 12 R 2248 ASH 18 1 13 R 2250 OAK 42 1 42 S 2251 OAK 30 1 30 I 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 12 R 2259 ASH 12 1 12 R 2260 ASH 12 1 12 i S 2261 COTTONWOOD 18 1 13 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 13 R 2276 ASH 16 1 13 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 �i R 2283 OAK 21 1 21 R 2284 OAK 28 1 28 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 36 R 2292 OAK 31 1 1 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 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 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 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: 3-1-05 REVISED POND JB 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: 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 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 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 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 18 S 2484 OAK 16 1 16 S 2485 OAK 1 16 1 16 _ Schoell & Madson, Inc. Engineering • Surveying • Planning Soli 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 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 18 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 14 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 18 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 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 1 12 1 1 1 12 R 2568 Oak 1 24 1 1 1 24 Date: 6-17-05 Sheet Title: Sheet: Tree Preservation Details 4 of 13 SMI Project Number: 62641-047 Project Name/Location: NW QUAD OF CSAH 18 & GALPIN BLVD. CHANHASSEN, MN 11 I 10 I 9 I 8 1 7 I � 1 TRbTT ADUITION1 4 EISS RIDE/ I I *iwwW♦w*w . -. . � I r W W Y ♦ V + w ♦ i * + + W •u+ w w w °� o W + wu. w -a ^mW i w nr m+ a- .r •rv. �, Y V W W i W W W V W w w # W ♦ i W W ♦ w w w W Y W ♦ W W ♦ V W W W ♦ W ♦�� • w W W W w ♦ W + W W - '. w w ♦ w W V W i + ♦ + W W W W W ♦♦ _ =memu/ �/ ■ �W w V W W w w w W V w w ,:- /+ • •• +i✓ ' 00' O' iT�>'/A w w w -w + w ♦ w w W W / I X)J• �Ir BUILDING W W w w W w W W w w w w W W w w W w '+ • ' w W / ♦ i * W ♦ ♦ W W W W W i * * W W W * •` i w SETBACK O 60 120 180 .. W W V W W W W w W N •4 ,Y Y V ♦ i ^�` w � ,• %°' • // �s SCALE IN FEET w I * ,IFDQE OF EXISTING i / V WETLAND w w w WI + W w w w W.' OUTLOT C = w w W w w W W w W 4 \ RETA N C1,(((//////��\\\��1 \ W i W W w W ♦ W M'WI PROJECT INFORMATION F.F.E.=963 T O - _OTAL SITE AREA: F.F.E.=963 ' SITE S.F. = 1,748,718 S.F. / 40.15 ACRES �- C \ I LOT 1: LOT 2: LOT 3: 5 TOTAL 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. 18 I / \ / TYP' 50' GREENSPACE = 72,455 S.F = 44% GREENSPACE = 44,695 S.F = 31% GREENSPACE = 29,212 S.F = 23% \ I ^ UILDING LOT 4: LOT 5: LOT 6: Q \' 1 SETBACK I TOTAL S.F. = 219,215 S.F. TOTAL S.F. = 156,190 S.F. TOTAL S.F. = 257,813 S.F. 6 A'=HALT = 62,137 S.F. ASPHALT = 50,467 S.F. ASPHALT = 75,883 S.F. I BUILDING = 40,526 S.F. BUILDING = 41,689 S.F. BUILDING = 77,754 S.F. 24 RtOo I1 * \ • \ SIDEWALK = 1,933 S.F. SIDEWALK = 1,739 S.F. SIDEWALK = 4,663 S.F. GREENSPACE = 114,619 S.F = 52% GREENSPACE = 62,295 S.F = 40% GREENSPACE = 99,513 S.F = 39% EDGE \OF ING I I* w W* w w WE L I 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. W Y ♦ W W ♦ ♦ I ASPHALT = 41,126 S.F. ASPHALT = 41,068 S.F. A BUILDING = 23,124 S.F. BUILDING = 25,914 S.F. OUTLOT B: * W o I I w w w w w w w w w w; �y I SIDEWALK = 2,864 S.F. SIDEWALK = 3,588 S.F. TOTAL S.F. = 92,577 S.F. 9 13 RETAINING E LINING �y y w w W W i GREENSPACE = 15,271 S.F = 19% GREENSPACE = 27,273 S.F 28% 0 1 OUTLOT C: C11 70,y _ TOTAL S.F. = 165,365 S.F. 8 RIP Q 9 1 MAXIMUM OF 70% HARD SURFACE COVERAGE - AVERAGE FOR ENTIRE SITE CUL-DE-SAC: Ll R w \ ♦ w w w w R MINIMUM OF 30% GREENSPACE - 1,748,718 TOTAL SITE S.F. X 30% = 524,615 S.F. TOTAL S.F. = 62,069 S.F. R20 N 5 w w w o SITE HAS 855,302 S.F. OR 497. - MEETS REQUIREMENTS o' Rti VE o R10 7 �-\ TOTAL GREENSPACE AREA (EXCLUDE OUTLOT ABUIL SETB INK 9 4 ® �tio �R� S 1 I 11 I 649,698 ST 44% Roo PARKING PROVIDED: s p 1 °�` I Q 552 SPACES 1 1 76 I 18 ' �' I I %� SITE PLAN REQUIREMENTS: 00 i 1 50' BUILDING & PARKING SETBACK ALONG GALPIN BLVD. AND LYMAN BLVD. - NO REQUIREMENTS FOR 24 1 I O {I:?FRiOR SETBACKS F.F.E. 963 R10 t o F.F. =963 I ' 24F.F.E.=963 1 ,;�NDSCAPING OF BUFFER ZONES: (ALONG PROPERTY LINES) ♦, EAST & SOUTH YARDS - PROVIDE 100% OF REQUIREMENTS 1 1 WEST & NORTH YARDS - PROVIDE 75% OF REQUIREMENTS 4 �S 7 I wl 1 24 � WEST. SOUTH &EAST YARDS REQUIRE: 1 goo- FOR EACH 100 L.F. OF PROPERTY: 2 CANOPY TREES, 4 UNDERSTORY OR ORNAMENTAL OR 6' EVERGREEN TREES t& 6 SHRUBS. NORTH YARD REQUIRES: 1 *• 1 FOR EACH 100 L.F. OF PROPERTY: 5 CANOPY TREES, 10 UNDERSTORY OR ORNAMENTAL OR 6' EVERGREEN TREES & 15 SHRUBS. R F.F.E.=964 20 / 0 NEW BOULEVARD REQUIREMENTS: (STONE CREEK CUL-DE-SAC) O EUK 0 re MO V�� 1 -ANOPY TREE EVERY 30' W I 30 R2o I O °O BUILDING " go OA m 5 B K ryh 1 +OO z QF.F.E.=953 x s�Xoo 3+0 - ?s bo g f p 4+00 30' ® BUILDING \ JID 1 I SETBACK x � h BING Ap?-SACK j 3 \� XII BUILDING a - - - _ •� �1 SETBACK 1 RETAINING ® I -� W w W ♦ i `V I WALL y ro w W W + w w w w I, ► �w • 30' ' 24 ' / / w W w W w W W W + •w W�* ' W ♦ i W + * w W OUTLOT A. W/ / SEILDIN 1 * W W W ♦ ♦ + ♦ TBACK W W i W W W♦ g W F.F.E.=961 F.F.E.=966 1 1 i ♦ w ♦ + W W w w w W W W W i w */ W / I w W w*+ w w w w♦ W+ w w. *2 ♦ w W Y W W W ♦ ♦ w w W W W i • I 1 `� WW♦Yii* Y+ i W w**W♦+WiiW*W♦+I i PROPOSED POND I - * W w w *+ w ♦ W W NWL=942.00 w w w -w w ♦ w * w W �DQE` AF E�I°�JIN�w w m W w w w w HWL=946.00 ps 1 -' JOY, W W w W W w w rtiI ♦ Y WETLAND W W i w*♦♦ w w W W W w W •# i W w W ♦ ♦ ♦ W * V I 4 ♦ Y i W i W W W W W W W ♦ W I I ♦ + w + ♦ * W ♦ + Y Y' ♦ ♦ w \ BENCHMARK w w W w W W W W W W w W W w °W 1 yg•79 * + w w w ♦ W W W w w W w w w w w • I yA 1 S 1� 91 1. MNDOT control monument JON MNDT along west side of HWY. 41. w ♦ w w + w w w w a w W w W W \ L� - - - _ _ - - - I i Elevation = 1027.44 feet (NGVD-1929). * i ♦ w w ♦ W ♦ * W W i i i W w i\ -��_ SA _ 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. W W + W ♦ * W W W W W WJ� • / w 50' _ ` I , ' Elevation = 965.75 feet (NGVD-1929). W + w w w w w W W w * ` BUILDING \ I 3. SMI Control monument #2 located 14ftt west of westerly edge of SETBACK J t bit, Galpin Blvd, and 39ftt NW of Power Pole. W w W W e Elevation = 970.48 feet (NGVD-1929). I n WARNING _.._._�... -- CuSeAuUm 1V `Y��V p` �'� I a THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES �.r _�. 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 I CONSTRUCTION AT NO COST TO OWNER. Revisions Date: Description: By: Date: Description: By: Date: Description: Lay: 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: Schoall & Madson, Inc. Engineering • Surveying • Planning Soil Testing a 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: Preliminary Site Plan Date: 6-17-05 Sheet: 5 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 Professional Engineer under the laws of the State of Minnesota. Date: Reg. No. Reviewed By:. Date: . Designed By: Drawn By: Checked By: Schoall & Madson, Inc. Engineering • Surveying • Planning Soil Testing a 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: Preliminary Site Plan Date: 6-17-05 Sheet: 5 of 13 SMI Project Number: 62641-047 1r7 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. f 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. 1 6. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED O 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 LAYOUT AND ELEVATIONS AND CASTING AND STRUCTURE SCHEDULE. LJ� 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. / `I 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: 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. / 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: I 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 'I Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 180 DENOTES EXISTING CONTOUR -----998----- 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: I 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 'I Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 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 - DENOTES PROPOSED RETAINING WALL DENOTES PROPOSED ROCK CONSTRUCTION ENTRANCE 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 PROPOSED EXISTING FES / DENOTES PROPOSED FES/FES WITH RIPRAP DENOTES EXISTING STORM MANHOLE/CB ® Is DENOTES PROPOSED 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. it q3 •z t,[e) T ry � *RL-I lryll 5� � @NP nyr•1 g L�hworc 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, Golpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). Date: 8-17-05 Sheet Title: Sheet: Preliminary Grading, Drainage & Erosion Control Plan 6 of 13 SMI Project Number: 62641-047 Project Name/Location: NW QUAD OF CSAH IS & GALPIN BLVD. CHANHASSEN, MN A� n 0 F 0 60 120 180 1111111 SCALE IN FEET LL- O � TR 6 TTE k'S I i RID E OUTLOT B OUTLOT C 5 T I 4 ADDITION 3 E N r- CB RIM=961.20 INV=957.20--, I FES INV=959.00 F.F.E.=963 F.F.E.=963 CBMH RIM=957.20 173'-15" HDPE I r �7 INV=954.20 0 0.40%-�, RI=960.69 - IN 956.69 I CBMH I .12 RIM=961.20 V STMH 0 INV=956.61(N) RIM=962.20 6" C900 WM-\ INV=956.1 1 (SI INV=956.79(S) U CBMH INV=956.38(N) RIM=957.80 H E 1 '�15" H PE INV=953.80 INV=955.16(W) ®0.40% RIM=961.00 1 0 0. % 30'-12" HDPE - STMH INV=953.30(NE) INV =952.70(SE) ® 171'-21" HDPE 0 0.40% 1 ®0 40% v RIM=961.30 INV=956.21(S) INV=952.50(SW) Q� Z� CB V I S H INV=955.95(N) 110'-27" HDPE + RIM=961.00 ` INV=955.62(S) v klM=9 .20 INV=955.75(W) ® 0,40% INV=954.76(E) 1 V69 .66(E) v B 19'-12" HDPE C _ I V 5 1 V� 53.30(N) v RIM=9 0.50 0 0.40% NIV=954.65 ---' I V 952.70(S) 8" C900 W I V 5 M 1 0 INV=95 5.73(SE)_ _ - 125'-21" HDPE _ __ 180 _ g" C900 WM I I - IV�955. NE,W�7-1 170'- 04% 484'-15" HDPE 0 0.60% M=�i INV= 952 LL_ INV= 951 O VI VI DPE I 3 I O 0 C 3MH U .87 00 0 (N) 8 (S) I - C INV=956.98 47 -1 HDPE v ®� 0% v 04 F.F.E.=963 0 o rn U - - -_ = _ RIM=958.65 INV=954.57(N) / INV=954.37(SE)J '--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---% I STMH 7 9 0 �1M e" \ CBMH 6 FES tO ___ CB 1 INV=956.00 4 -- RIM=964.45 1 INV=957.45 164'-2 " HDF E - v 04 Of 1 q v CBMH 5 STMH 0° 183'-12" HDPE I RIM=957.00 ®0.40% L� INV=951.16 0 � aW F.F.E.=964 STMHO RIM=952.12 INV=948.12 3 A 3 ^^ o W CBH ) CD U CB RIM=957.12 '-271 HDPE RIM=957.0 INV=953.12� 01 0.40% INV=951.82(N) F.F.E.=953 INV=951.62(S) 6 '-27"I HDPE 8'-15" HDPE 0 15.03% 55'-15" HDPE ® 0.40% ® 0 0.40% STMH 9'-12" HDPE I 0 0.40% ------�- ----_ 264'-27"-HDPP O�FOX - - - -- --------- -- WMI 8 C900 STMH RIM=948.00 INV=945.0 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) iT - 7e THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES FOR LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES, OR OTHER BURIEI STRUCTURES BEFORE DIGGING. HE SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO OWNER. STMH FES PROPOSED POND NWL=942.00 HWL=946.00 FES INV=942.00---, Revisions Date: Description: By: Date: Description: By: Date: Description: By: \ hDPE 01 1 1 P 161-12" RCP I 0 0.40% 20' 12" HDPE C900 WM d.40% -}- -- RRd=959.05 CB I INV=955.69 RIM= 0.81 6 '-1 PE 0.4 CB RIM= 361.18 INV=957.18 F.F.E.=963 CBMH RIM=958.10 5 7 W V=954.10 7+ 186'-18" HDPE 0 0.40% CB RIM=960.63 INV=956.63- F.F.E.=963 8 STMH RIM=961.20 I INV=955.08(E) INV=953.36(N) INV=953.16(S I ICONSTRUCTION NOTES: 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT I 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 I REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE I CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE O REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS \ O 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 I \ COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE s SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF 1 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 �I 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- I I 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 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. I 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR I MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE • ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% I • STANDARD PROCTOR IN THE UPPER THREE FEET. I 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES I INSPECTION BY THE CITY OF CHANHASSEN. I 1 T 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO a WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY 1 LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL -FREE: k "`�� I 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 EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS 1 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 DEVICES AND SIGNING SHALL CONFORM TO THE MN-MUTCD, INCLUDING Z FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY l 1 STMH 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. RIM=961 W_ INV=955. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE 07'-15" HDPE 14 WITH Mn/DOT SPECIFICATIONS. RIM=960.50 ® ° �6 << I v 5��.�01, 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE INV=95 0 SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING 0+00 „Ma., DEPARTMENT. ® I�-" q 104'-1 " 40% 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY 1 > t COMPANIES. REST p ` F 1 LEGEND \ hDPE 01 1 1 P 161-12" RCP I 0 0.40% 20' 12" HDPE C900 WM d.40% -}- -- RRd=959.05 CB I INV=955.69 RIM= 0.81 6 '-1 PE 0.4 CB RIM= 361.18 INV=957.18 F.F.E.=963 CBMH RIM=958.10 5 7 W V=954.10 7+ 186'-18" HDPE 0 0.40% CB RIM=960.63 INV=956.63- F.F.E.=963 8 STMH RIM=961.20 I INV=955.08(E) INV=953.36(N) INV=953.16(S I ICONSTRUCTION NOTES: 1. REFER TO ARCHITECT'S SITE PLAN FOR BUILDING AND PARKING LAYOUT I 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 I REPORTED TO THE OWNER IMMEDIATELY. 3. THE UTILITY CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF THE BUILDING PIPE SYSTEM PRIOR TO CONSTRUCTING SERVICE I CONNECTIONS. 4. ALL UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF CHANHASSEN SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 5. 6" WATERMAIN SHALL BE CLASS 52 DIP CONFORMING TO THE O REQUIREMENTS OF ANSI/AWWA CL51/A21.51 AND C104/A21.4. FITTINGS \ O 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 I \ COMPLYING WITH THE THE CITY OF CHANHASSEN. GATE VALVES SHALL BE s SINGLE DISC TYPE WITH RESILIENT SEAT MEETING THE REQUIREMENTS OF 1 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 �I 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- I I 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 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. I 8. UTILITY TRENCHES SHALL BE COMPACTED TO 95% STANDARD PROCTOR I MAXIMUM DRY DENSITY (ASTM D698.78 OR AASHTO T-99) FROM THE PIPE • ZONE TO WITHIN THREE FEET OF THE GROUND SURFACE AND 100% I • STANDARD PROCTOR IN THE UPPER THREE FEET. I 9. CONNECTION TO THE EXISTING SANITARY SEWER AND WATER REQUIRES I INSPECTION BY THE CITY OF CHANHASSEN. I 1 T 10. FIELD ADJUST ALL CASTINGS TO MATCH FINAL GRADES. 11. CONTRACTOR SHALL CONTACT 'GOPHER STATE ONE CALL' WITHIN TWO a WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY 1 LOCATIONS. TWIN CITIES METRO AREA: 651-454-0002 OR TOLL -FREE: k "`�� I 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 EXISTING LINES, BACKFILLING AND PLACEMENT OF BITUMINOUS 1 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 DEVICES AND SIGNING SHALL CONFORM TO THE MN-MUTCD, INCLUDING Z FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS, JANUARY l 1 STMH 1998. ONE ELEVEN FOOT MINIMUM WIDTH LANE IN EACH DIRECTION SHALL BE PROVIDED AT ALL TIMES. RIM=961 W_ INV=955. 14. THE EXISTING BITUMINOUS PAVEMENT SHALL BE SAWCUT IN ACCORDANCE 07'-15" HDPE 14 WITH Mn/DOT SPECIFICATIONS. RIM=960.50 ® ° �6 << I v 5��.�01, 15. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING THE APPROPRIATE INV=95 0 SEWER, WATER AND PLUMBING PERMITS FROM THE CITY'S BUILDING 0+00 „Ma., DEPARTMENT. ® I�-" q 104'-1 " 40% 16. GENERAL CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITY 1 > t COMPANIES. REST p ` F 1 LEGEND HDPE 1 DENOTES BOUNDARY LINE STMH 9 DENOTES DRAINAGE/ UTILITY EASEMENT rp 1 I DENOTES EXISTING STORM SEWER II « DENOTES PROPOSED STORM SEWER CBMH o0 1 t DENOTES EXISTING WATERMAIN RIM=955.90 INV=956.76(E) CBMH a O I I DENOTES i PROPOSED WATERMAIN INV=956.56(S) CB 11 RIM=960.80 INV=956.80 RIM=964.00 j1 - - - DENOTES EXISTING SANITARY SEWER \ INV=960.00 I 1 <- DENOTES PROPOSED SANITARY SEWER F.F.E.=961 F.F.E.=966 1 DENOTES EXISTING BUILDING 2 9'-15" HDPE 1 1 I 1 '_ ` � DENOTES PROPOSED BUILDING ® 0.40% - 152' 18" HDPE I 1 DENOTES EXISTING FES 0 0.93% 154'-18" HDPE 11 / 40 DENOTES PROPOSED FES/FES WITH RIPRAP 0 0.40% -CBMH 1 DENOTES EXISTING STORM MANHOLE/CB CBMH 11 RIM=959.50 RIM=964.16 1 ® ■ DENOTES PROPOSED STORM MANHOLE/CB INV=953.46 INV=959.38 13 '-27"1 HpPE 2 _HL)PEU.OW 8" C900 WM 8.56%------------------- --------- CBMH RIM=959.15 C.S. rrw ■H. 11.8 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: . LYMAN Blow Mill Designed By: Drawn By: Checked By: 2 .6 ° 1 - - 1 -------------------- I �' � J S 1 t I I Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www. sch oell madson -com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 51 Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE �} DENOTES EXISTING HYDRANT DENOTES PROPOSED HYDRANT N 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 14ftt west of westerly edge of bit, Golpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). Project Name/Location: NW QUAD OF CSAH 18 S ©ALPIN BLVD. CHANHASSEN, MN Sheet Title: Private Utility Plan Date: 6-17-06 Sheet: 7 of 13 SMI Project Number: 62641-047 11 1 1 1' 1 1 1 LOW POINT ELEV = 957.99 LOW FDINT STA = 6+04.57 PVI STA = 6+04.57 PVI ELEV = 957.59 /.D....2.00.....................................................................................: ........... ....... O C) Y"Oo : EXISTING :GROUND I 160.00,' VC I ; + 0) o o ¢.Q,.�........... :................... :.........:. ...... :....................... ..... �,. �.'.........:.........:...................:. II. .Il............. Q 970 +cD : Ong : : : : .M �0)�r� NCO^ : : : Q worn �(�U :00 00 ri(o� N ao _+�� _+�� PROPOSED N w i I I II I I trT.11I u7 d� 0 '� ,n o o r t 0) - 00 0) _ o ^ l yy t °ti CENTERLINE GRADE - c+p rn 4 4 4 4 > :....... (n.Y.?... : .............Q i� .. ....:N .w....: rk ko ........... ; .. .w..: F �.�. ; .........:.... dg�.......:. ....................4 (ntn�? :c> :zQ> > m (ntn�? tntn�? _2.00% 7.5' MINIMM COVER I.I, ' 124 " . .......... ......:960 .. . . . . . . . . . . 7.5' MINIMI , A COVER `%2 CIA e 0 50 100 150 SCALE IN FEET LEGEND DENOTES BOUNDARY LINE DENOTES DRAINAGE/ UTILITY EASEMENT DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN DENOTES EXISTING SANITARY SEWER < < DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING DENOTES EXISTING FES 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 -6- DENOTES EXISTING HYDRANT DENOTES PROPOSED HYDRANT N DENOTES PROPOSED GATE VALVE ..... .. .....: CONNECT TO EXISTING 12" WATER STUB :.....:.........:.........:.........:.........:..................: ......:950 Lr 0 PVC SOR35 183 LF 8" PVC SDR35:® :0.407 0.40% 127 L:F 8" PVC -SDR35 146 LF $" pV ' ® 0.40% : C SDR35 :.........:.........:.........:.........:.........:.........:.........:.........:.........:...... ®,�;40% ....:.........:.........:...... LF 8.. PVC. SDR35_@.o"40% ............... .......... . LI O111 0 u7U) u7 r� N 00L0 00 �� O 0 �10 to r) NN M ON r NO O CID O 000 O 00 r 0It to (0 0 �It rq f O� O 0It 0) 00� . 0) OIt I� �� dt �� c0 �0) n CI) 0 O 1 . O N O N . O to 00 O co . r- CD O r- O cD O [D 1n Ln CD � (0 � C-D �"� CD . N CD . Lo cD . � T I.f) 00 T) CO to 00 L . 00 � 00 u7 r to CO T) CO T CD LC) Cfl rn CD O Ln r L 00 O Ln 0 CD '- CD N CD N '- (D CD N (D CD N N co r7 L0 d 0 cD d CD 0) 0)� 0) 0) 0)� 0) M 0)� 0) M 0)� 0) M 0)� 0-) 0) d7� 0) 0)G) O D7� 0-)Lr) 0) 0) M �� O �� 0) 0)� 0) 0) 0)� M O �� 0) 0) 0)� 0) O 0)� 0) 0) 0-) 0) �� 0) �� 0) m0) O �0) O) M� O) 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 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 • 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: 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" WATERMAIN 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 14ftt west of westerly edge of bit, Golpin Blvd, and 39ftf NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). Project Name/Location: Date: NW QUAD OF CSAH 18 & GALPIN BLVD. e_yy_oes Sheet Title: Sheet: Public Street & Utility Plan 8 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 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 • 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: 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" WATERMAIN 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 14ftt west of westerly edge of bit, Golpin Blvd, and 39ftf NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). Project Name/Location: Date: NW QUAD OF CSAH 18 & GALPIN BLVD. e_yy_oes Sheet Title: Sheet: Public Street & Utility Plan 8 of 13 SMI Project Number: 62641-047 ^ ^ a'3: 3w3:: O zz(n(n Wow N(0,tNto0 r7 (nZZ dLLJ N (nz3n 0I�0D 00)0to 0)00)0)0) II II �00 N �nff)0) N+00 m��>>>.> I"n000 n ..... t� ...................... 0toto-t 0) 0) M . II II' 1i' 71.... UU7�ZZZZ ............` •—+LnLn�� U.) , q �a�>> =r� 0 OCrnrnrn ; ((n(~n zzz C 0 ; �ZZZZ �Q N0; (n(nEZ--- ; N N tf) u7 Mj �LO 0) a) > � Z 960 R.N. .. ... . ..... ....... ....... ......: ........1960 to rn' L0Ld II : >• LL_ V) Z : :.�.. .... ....... ......... 100 150 FEET PROFILE SCALE HORIZ: 1 "=50' VERT: 1 "=5' I : �-27'-12" HDPE ® 0.40% 950 1 So'-3fi": HDPE ®0,�0% 11 B'-36" :HDPE ®0•�% ; 950 79 =48" HDPE ® 0.40%- 940 • ....... ....... ....... ....... • ....... • ....... • ....... .940 O Ln O O Ln m 00 O r- o) r•') Ln O 00 0b u7 N7 n N O 0) 0-) O Ln n Ln LC) Ln Ln LD CD LD CD C0 Ln Ln Ln O D) O) 0) 0) 0) M M M M D) 0) M 6� 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 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 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. LEGEND DENOTES BOUNDARY LINE -- - DENOTES DRAINAGE/ UTILITY EASEMENT DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER - DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN < DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER DENOTES EXISTING BUILDING DENOTES PROPOSED BUILDING „') DENOTES EXISTING FES 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 'U DENOTES EXISTING HYDRANT DENOTES PROPOSED HYDRANT H DENOTES PROPOSED GATE VALVE 970 o :.3.w X.......::.........:.... :. .. .............................................................................. 970 MOt toI-Oco �m-00 CD^t() : Zv r : �L!)�K}� O)+ajN O 0) r7 O O tp u7 J. I~\~+Q~)ztzz. .....�. ... ...... . II II II Ij ..F—I-�do oj I�NN+ to uZ��l)7 ��rn'n .............J_ 0)rn0)0) +U')toto =roo o)rn rnrnZ0. ��Qtoa1� aII �II >1II . m.......�_ >.............:..... vviF)fzzz U(nZ:.........:.........:.........:.........:.........:.........: 960..........:........ ' :................:.........;..................:.........:960 11 140 L:F 30 121'-24" yDPE ®0.40>0 130'1" HDPE ®:0.40% ; ® :0.40% HDPE 1 1 ®L0.4D� HDPE 104 LF 33" HDPE ® 0.40% 950:....... :......... :......... :......... :......... :......... :...... ...:.................. :......... ......... :......... :.........:......... :......... :......... :......... :......... :......... :......... : 950 . . . . . . . . . . . . . . . . . . . . . ....................................................................................................................................................................................................... ti • �-- O� O Ln 0 Ln r LO N cc 0 co �- to O � V) r' r) N N M N N O CD C O M O M O� r7 O d- - r) O� to O O`t o) 00 � o) cD O It ro I Nt� d- �� LD 0) 0) r � a) O O � O N M O N . O r N O co CD .0 � CO O co cE LD U) O Ln CO .0 Ln O) � CD �") CD If) 00 N CD c0 CD . o6 O) Ln p a6 O) Ln p c0 Ln p 00 00 Ln 00 Ln t0 00 Ln r Ln .- cE O) Ln cE Ln CD O) Ln c0 Ln CD O Ln r, Ln co O Ln O CO • — CD CD N CD • N co � O N `- CD � CO N N cE r7 O r7 � CO CO � CD O) 0) rn O) 6) 0) O) O 6) (O 6) O) 0) 6) O a) 6) O 6) 0) 6) 0) � 6) 0) M O) 0) M O) u7 M O ur)Ln 0) M 0) 0) M � 0) 0) O) C0 6) O O) M 6� O) 6) O) 0) O 6) C0 O 6) 6) O 0) 6) O rn M O) 0 6) O O) 6) O O) 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 of Minnesota. Date: Reg. No. Designed By: I Drawn By: I 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 1 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 14ftt west of westerly edge of bit, Golpin Blvd, and 39ftf NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). Date: 8-17-05 Sheet Title: Sheet: Public Storm Sewer Plan 9 of 13 SMI Project Number: 62641-047 Project Name/Location: NW QUAD OF CSAH 18 & GALPIN BLVD. CHANHASSEN, MN 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 of Minnesota. Date: Reg. No. Designed By: I Drawn By: I 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 1 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 14ftt west of westerly edge of bit, Golpin Blvd, and 39ftf NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). Date: 8-17-05 Sheet Title: Sheet: Public Storm Sewer Plan 9 of 13 SMI Project Number: 62641-047 Project Name/Location: NW QUAD OF CSAH 18 & GALPIN BLVD. CHANHASSEN, MN IMPACTED WETLAND AREAS \ 0.19 cc © 0.44 cc TOTAL 0.63 cc REQUIRED MITIGATION AREA 0.63 cc x 2 = 1.26 cc PROPOSED WETLAND AREAS NEW WETLAND © 0.64 cc CREDITS PUBLIC VALUE CREDITS (PONDS) O TOTAL W-mv V=V col FXX0J1ZJ11A'4J0 1.12 cc 1.76 cc IMPACTED WETLAND PROPOSED WETLAND -- .00 WL OIL .74 1 5 97 3 2 T I TETRS RID E i UITION1 — w w w w r a i r a r r w ♦ w w w a a^ tom, 62+11 � _-----_ -- — — -------` — ..f fffIF MAW W V� =_ —_ -- ------ w I -mil 11 y�7 ea W W W W W W r+�n�if W fl W W w� 00BUILDING, --96C------- �1 IaI i �/ BENCHMARK _ `�. - ■ ■ ■�, W -' -- i� � �� 9 ' 1. MNDOT control monument JON MNDT along west side of HWY. 41. ✓ d _,.., S t Elevation = 1027.44 feet (NGVD-1929). i ------__ _ 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41. � _ � �.-- � -`` � - - - '` 60, Elevation tnty G 3.SMlConomonument #2located 14ftt west of westerly edge of ' I I \ bit, Galpm Blvd, and 39ftt 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: Designed By: Drawn By: Checked By: _ Schoell & Madson, Inc. Engineering Is Surveying • Planning Soil Testing • Environmental Services www. schoel Imadson. com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 1 Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Location: Date: NW QUAD OF CSAH 1S & QALPIN BLVD. g-W-05 CHANHASSEN, MN Sheet Title: Sheet: Wetland Mitlgatlon 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: Designed By: Drawn By: Checked By: _ Schoell & Madson, Inc. Engineering Is Surveying • Planning Soil Testing • Environmental Services www. schoel Imadson. com 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 1 Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Location: Date: NW QUAD OF CSAH 1S & QALPIN BLVD. g-W-05 CHANHASSEN, MN Sheet Title: Sheet: Wetland Mitlgatlon Plan 10of 13 SMI Project Number: 62641-047 FILTER FABRIC ' v vC�� 6" MINIMUM DEPTH 1S Oo�0 1" - 2" WASHED ROCK E 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 ?c. '+`- CHANHASSEN I�,Yl'�•af',•/`I f',e1 �.,,. i•,.,j1 .L7 I , vt„W I I�•M71 . L.1♦II a l,I e(.Ae. P1-sl:r.1-98 2..97 P:A:1•:::0.: 53E3: E.. 0 I a Manhole Costing and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary 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 have "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. f. -... r`:.... Precast Inverts Must be 1/2 of Pipe Diameter and Benches //J Sloped 2" Toward the Invert Z 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-seol 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. CITY OF c A .I.•, A ;�.•, CHANHASSEN IYIl,I t11 IL.JL d . "1i. aE:):2-97,1-03,1-04 WME: 4.. • MA'.1, ::a.: tyi •r w Y w C) w Do o w m F K UJ o z ¢ F J F N K ¢ W V O d U F Z w o Z o0 O D z, o w o J N 0 W 0' U-11Z x o tea¢ x k' w H J m �a of Z a -• w l,J O NIW ,L �x o z� Li Z¢ > o N Of W Lu Q a Ct �O FO \ N Y Zw �< (nm \ Z Om wd V 3 wZa w J W 0 I £ Nw ¢ ttV� J 0> �JO-'Z C_ \ QUA �HQ Q O pJN W Cc o XVN .g'L iga } U W J moo = VI m w� U J m`✓ ox 0 D5w On i w=m ==o zo o¢ aF inz m MOM Z zoos w� W aUV power ¢¢FFmW G �2Zz �a o00� ,i oLo JJm J x V W ¢ O -, J U N ¢r W w ut ¢ V Z O ti- O U m � lr 2 I- a F Z U - N K w m. } I-Nxv1 pQQL` 03 ¢w>�-Inoaz z 0 3:0 wo-U� Z a rJ¢r z��u,-�¢ = 00as� mw3oF ¢�0 0c)J� pmzzlz M)OpK ]UZ� wV1N inNNLd �aw�¢p 2 W Him OOP O OJ ��OJ jZJ�)JJ mz ~UU70U7 00-0 V-ao Na �¢a '00j ) z Zm <O¢ <_um U U 001->W C-,_oU3ax¢,n t¢o a� oar o:�aW Yw-SSW Y=w ¢saw =U�30H(n SN2 2in¢m CITY OF M': s2;Ci,:. CHANHASSEN " /.16 A I•� 1 B L••r1 Ie I,Y A l I A •i1 •••yypp, s 1 03 1- 4 :)lea ry..9� i ..•, ..::a.: '04 Imaw x�n9 Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T-Posts with 3(501b) lens strength plastic zip ties per T-Post. (Machine sliced) 1� T Posts 24" in ground I Ties Min. Depth of silt fence embedment. I 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 1 T. avoE darts Aiw„ MregA IRM 1.5W 2.0' ido Be • 1 .J• `• - gmuq. Zip Ties Bsis1 N xw®ea •x - Boa ae W I,e Warta Iv:- NEo01e 1Adeb1. 2L EROSION CONTROL FENCE - TYPE 2 CITY OF CHANHASSEN I •..eC.. R:.:SIC7: 2-97, 1-02, 1-03 , 1-0 ;7;;^i: ry •n.1 IYA I-, No.:13 5300 •. 1 O _F O N z a P.C. 5 �P CATCH Jr' BASIN IN RADIUS O� PP 8618 CURB C3 10 & GUTTER a SURMOUNTABLE •,.. TRANSITION CURB & GUTTER q A TYPICAL RESIDENTIAL R-DIUS - 20' TYPICAL COLLECTOR RAPUS - 30' 10' 1 4" S„ v 7" G T - G - A 4 6 P " MNDOT 8618 CONIC. C & G SURMOUNTABLE C & G SECTION A -A CITY OF IV. ts'r'+ A ' roo• 't7:3 C8AN8ASSEN I I so talk ,116 . g..9e 5,'.0•r • 393 5204 DROP LID 7.5' Minimum cover required JwATER1 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 4 -T' TOP L J 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" Resilient Wedge Valve Valve and Box to be Conforming to AWWA C-515-80 standards plastic wrapped per BASE section 2.03a nuts & boltwith all s. steel 18"X18"XB" concrete block CITY OF GiIt ,1, ]i,::16 oWIIs CHANHASSEN Ae1e, L .L/ I /,..../, I Ii.31. RF:..;oE:):2-97.1-03,1-04 ;F.�i: P'AT;: ::0.: 2-9� 4.00S Revisions Date: Description: By: Date: Description: By: Date: Description: By: SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. SPECIFICATIONS AND STANDARDS DESIGN LOADS AISC WN iu off. WM EDmON. ALLOWABLE AXLE WEIGHT LOAD "/a PWS SAFEfY FACIaR 39 CFR 1926 - OCH �FEtt A 0 H u TH crgNpM05 WATER FLOW RAZE (THROUGH TYPE FF FILTER) p,'!pl 0. O 3' �eatl MAXIMUM OVERFLOW RATE 5.94 cis O 15' Matl MODEL#CG23 pETLECTO✓R (PUTS Ur Oioi1 - CENTER OF FILTER ASSEMBLY Or r-0Y02 - TOP OF CURB BOX 10' nusR AssaeLY CURB CG-23 HIGH- HIGH-FIf WI FABRIC 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 CHANHASSEN SEDIMENT TRAP REVISED: DATE PLATE NO.: 1 _04 5302A FILE NAME :393 5302A Surmountable Curb & Gutter to be transitioneds . into a 8618 type at catchbasin. Catchbasin Frame & Grate Neenah R-3290-L or equal Fla► two with L Grate41 -��.• A_ I✓ / CNatcchbasin to be depressed 2" I below design gutter line grade. IA, Surmountable Concrete ISOMETRIC Curb & Gutter No Scale 2 - ill Long Rebars Each way C C 5' Min. Transition 5' Min. Transition e al- ------- -I I`----- C l Top of 2" `v W Curb W -- - - - --- Design gutter line grade 2 - %14-60" LONG Rebars Each way Frame & Casting SECTION A -A No Scale CITY OF C�.;i1e3 CHANHASSEN '; `3;; 3;;; i?i'.•.:sim 1-98 n..90 .:••:::a.: 3'06 NOTES: 1. Grates to be made In (2) PIECES 2. Ail metal shall be hot -dipped -galvanized Structure Requires (2) Piece Grate Per Drawing PIPE N.W.L. See Detail A -A 57*0 O.D. 1/4-X1- FLAT STL Hole .,MOOTH BARS S'4" o.c. EACH WAY (4) 1/2. 0-13 UNC Hex Head Stainless Steel Bolts with Nuts and Washer R 1/4" STEEL PLATE I 9"to12" HWL DETAIL A -A .L::;,:i:• . t.- NOTES: Monolithically Poured Concrete 1. Standard pipe bedding required on both Inlet e: outlet pipes. CITY OF fC, ')s e.r €3u 10 ":.Y CHANHASSEN ST ,EAte I•II.%Wd :r..•si:T.t-00 1-03 .i'1..(,, '' P:A7i:::a.: 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. - Reviewed By:. - _ - _ Date:. Designed By: Drawn By: Checked By: SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. SPECIFICATIONS AND STANDARDS DESIGN LOADS AISC WN iu off. WM EDmON. ALLOWABLE AXLE WEIGHT LOAD "/a PWS SAFEfY FACIaR 39 CFR 1926 - OCH �FEtt A 0 H u TH crgNpM05 WATER FLOW RAZE (THROUGH TYPE FF FILTER) p,'!pl 0. O 3' �eatl MAXIMUM OVERFLOW RATE 5.94 cis O 15' Matl MODEL#CG23 pETLECTO✓R (PUTS Ur Oioi1 - CENTER OF FILTER ASSEMBLY Or r-0Y02 - TOP OF CURB BOX 10' nusR AssaeLY CURB CG-23 HIGH- HIGH-FIf WI FABRIC 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 CHANHASSEN SEDIMENT TRAP REVISED: DATE PLATE NO.: 1 _04 5302A FILE NAME :393 5302A Surmountable Curb & Gutter to be transitioneds . into a 8618 type at catchbasin. Catchbasin Frame & Grate Neenah R-3290-L or equal Fla► two with L Grate41 -��.• A_ I✓ / CNatcchbasin to be depressed 2" I below design gutter line grade. IA, Surmountable Concrete ISOMETRIC Curb & Gutter No Scale 2 - ill Long Rebars Each way C C 5' Min. Transition 5' Min. Transition e al- ------- -I I`----- C l Top of 2" `v W Curb W -- - - - --- Design gutter line grade 2 - %14-60" LONG Rebars Each way Frame & Casting SECTION A -A No Scale CITY OF C�.;i1e3 CHANHASSEN '; `3;; 3;;; i?i'.•.:sim 1-98 n..90 .:••:::a.: 3'06 NOTES: 1. Grates to be made In (2) PIECES 2. Ail metal shall be hot -dipped -galvanized Structure Requires (2) Piece Grate Per Drawing PIPE N.W.L. See Detail A -A 57*0 O.D. 1/4-X1- FLAT STL Hole .,MOOTH BARS S'4" o.c. EACH WAY (4) 1/2. 0-13 UNC Hex Head Stainless Steel Bolts with Nuts and Washer R 1/4" STEEL PLATE I 9"to12" HWL DETAIL A -A .L::;,:i:• . t.- NOTES: Monolithically Poured Concrete 1. Standard pipe bedding required on both Inlet e: outlet pipes. CITY OF fC, ')s e.r €3u 10 ":.Y CHANHASSEN ST ,EAte I•II.%Wd :r..•si:T.t-00 1-03 .i'1..(,, '' P:A7i:::a.: 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. - Reviewed By:. - _ - _ Date:. Designed By: Drawn By: Checked By: 6" 1 Distance to re variable 3"r 1/2"r Top Bituminous Material slope iV 1D 3 4" ar ft \ 111111111111 BM8 Concrete Curb and Gutter 8" 18 e" 1 Drlarce to £ w/Imle 1/Yr Sr 1 /2"r To Bituminous Material L C IF 3 C r R L&MT BM2 Concrete Curb and Gutter n • � NOTE Y 12• For Use Only with Private Driveways. Parking Lots, or Medians. 28"R 12"R 16" 68"R Top Bituminous Material a \ Etter o i/2".:. n \ Concrete CurbTanMd 17 1/2" 1 10 1/2" 2W /8"r Bituminous B1111I111111 ua Curb ° surface 60 Shw Faffrib N-� CITY OF Y : S,.l•, A I r+' e�xi3 CHANHASSEN "2-97 W E: 0 :.-•:: • SIP ' 24"x36" slab opening for Neenah 1 R3290-L or equal / T i � it NOTE: L grate shown Neenah R3290-L casting and grate or equal. -__-`. i Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. Precast concrete or �- HDPE adjusting rings. m A. z_ 7 Varies 4'-0- Typ. 5" m 6" 4 O ..: O s 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. All 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. Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for each 4' of depth greater than 14% and reinforce with 6"x6" 10/10 mesh. � /�•,,/� Grout bottom of manhole to 1/2 SECIM diameter at pipe and slope grout 2" toward invert. CITY OF A Y 1 7 . A,•I.I . / A • Ii �e•,NAI . • Ie1l,I e1 B�•.Aie .:: RE:wi:T.t-00, CHANHASSEN 1-03 .� 4 • 0...9e 310" Schoell & Madeon, Inc. Engineering Is Surveying • Planning Soil Testing Is 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 .. r.,.. M.... ,- ten, Use 2 tfe 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. H Hot dip galvanize after fabrication. Anchor both sides. ISOIIIIEIRIC TRASH GUARD SIZING Pipe Size Bars 'H' Bolts 12"-18" 3/4"0 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 furn'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 exisl:ing pipe shall be tied to the first pipe adjacent to the apron. CITY OF It: A sx::' ;:Nild I e.l,I ....) e...I.W' L�: :1Ad I I�.%1 a !,. CHANHASSEN 1::- I I s!,\71 . V.A 1wil,1 Je Is ?if.:SiC): O: T: h..9i RA-1., ::a.: I08 ,ors 3/4" per foot 18-_.� 5. MIN. 2.0% GRADE 6" x 6" #6 Welded 7 1/2" Concrete pavement Wire Mesh 3" 4" Class 5 base incidental to apron SEC11ON A -A No Scale 24' RESIDENTIAL 26' INDUSTRIAL/COM.,ERCIAL Right -of -Way B618 Curb & Gutter- B618 Curb & Gutter ,60 OQ\oc Bituminous �ee Ln �I Contraction Joints q Max. Spacing in Expansion Joint (typ) Valley Gutter O 8' ELM NoNN 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 Slab. 3. Bituminous Paving Section to the Right -of --Way is the Same as Street Paving Section. CITY OF <:.01 %o,;?: I :: CHANHASSEN DIP 2-01 :N,:!': li.. so I RAF.::0.: .•c Ldc• 393 5201 NOG Lto Shown Face of Curb Direction of now 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 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 collar on the outside. 6" Do houses shall be i 9 grouted on both the! �+C/•►T/• N inside and outside. SEC 91VIY 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 c+1-.-E'+Ixl ,••„r.-• ,. :::Z CHANHASSEN l :M1,L711. vM, I v✓I r 4.':.:;,Is): ,-00, 1-03 :F.:T'.: I2-90 RAM !.'0.: 404 3e01 ,_ 3, , Client: EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 PL CL PL 30' 30' 18' to Face 18' to Face Wear Course to be 1/2" Above Edge of Gutter 11 1 3.0% 2.0% , 4" Topsoil, Seed-`4 & Mulch or Sod. B-618 Concrete Curb 1.5 : 1 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 1Right-of-Way Required - 60'. 2. Maximum street grade 7.010- 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 '*•"1 : ty%W " I 1I �✓!, L . 8AN8ASSEN C1e 11•,. .�,•/• i,"r L.11rnrl. r n e1.3ULi I . 2-01, 1-03 P:A7 NO.: 4 ' ry••9e a:?01 :393 5201 -0 6 Ea`o> -_III zo E'^'L3 _ oyc II m wo u-w o - a0 E V O a U) - Umma- NOTE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. I CITY OF "n.: :3, 'G I .. . e.1.,3 L✓n e CHANHASSEN G s 'R 3 i'`' III •:'S :)AI.:: �• I ;1:A1` W.: 11ry � Compacted Backfill 12" + + + + + + + + + + + + + + + + + + + + + + + + Embedment + + + + + + + + + + + Material + + + + + + c + + + + + + + + + + cr + + + 6" Pay Depth + + + + + �' + + Increments (typ.) 6,• + + + + + + + f + 6" Pay Depth i i i i i i i i i i - Foundation - Increments (Typ.) If Required (see Note 1) "Bc" Denotes outside diameter of pipe NOTES: f r ill required to determine the depth o the pipe foundation 1. A soils Engineer w be 9 q P PP embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.21-1 course filter aggregate. 2. P.V.C. bedding sholl be MNDOT 3149.2E 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 srsa`: & "' " I CHANHASSEN :X1...:Si::): :)e'.'�:: rJ.. .s +':;•... ::a.: dry^ .. 9e 2203 Project Name/Location: NW QUAD OF CSAH 1S & GALPIN BLVD. CHANHASSEN, MN Sheet Title: Detalle Date: 6-17-06 Sheet: 11of13 SMI Project Number: 62641-047 TR T TTE k'S R D E (10) EMS. (5)DBH (10) EMS (5) DBH- W W W W W W Y W W Y Y •Y W W W Y W W W W W W r W W W Y W w W w W W W W W r W �W+ w YGe `W +1n[�W{..I W' (14•) EM� i(40) WFQS W W(t/W 6EI ,W V W W W W W W i W W W LL♦ r W W J10)r FQS W r W W r W * r — s• W w # Y W W W Y W W Y W WYF �+W (5)- AWS W (`•� W # w (5) BS ti /o�1{- WdS (14) HL BS �Q � Wt �9 W W W Y W W W Y I) (5) AWS- EDGE GF"EXTSTtriGWYWwWWWW. 3 Y WETLAND W (5 BS • T CU ■T LO ■ C (5) AWS WWi (5) BS (12) LL w ' (10) FQS - w O AWS \ (5) BS � \ 'I FA �Q8) (4) AWS (5) BS • � I 9 I 6k Q (3) WP v v vWv vav a.� vyvizv4� (7 AWS ) v iv vry 7„v'958 vvvV17 (2) WP k wv v�v I vv�v (7) AWS v v v v vvgv \ v'vvvq vvvV vvvv• vvvc / vvv1 / v�, �v �Jvpv9v / 1v v v v v v v v v V / vvvv�iv$vo�/ Ib V V V' 0 P v P'v 0"v c/ _- .-,.o v�D / 960- (1) WP (7) AWS i 0 ) II (3) WP / 11 (7) AWS I 11 5 4 ADIPMON( E\ (5) DBH- 1(10) EMS (5) DBH (5)WP (55) AM (5) DBH 10) EMS (24) FA (10) EMS (5) DBH- 1- 771- .� - -- - - 966- - _ _ (�� ) S� � AM (5)WP -----96=--�WP--- --- (5)WP \ (4) HL — \1 (3) WP r � I O SS g pwv yv,vv Vvv7� v..v v v. �\ EDGE OF I G vvvevIV 7vvvvv® fWETL vvv�vvv� ' �dv7.,dv V7 V,V 7v,IV7L i wGSvwvvvwvV ) SS W v v (3) HL '7 0 v vV 1 I v�v7v77 _ wvj7vrvy o N d (16) LL • (3) WP � d' v z z vv I bWv� BS 7 M �'ol o / / i' • v / \®I a/ ,o. 0 (3) BH ^�//- I ® rpWv a) 8 DBS S v�v v 4 I P r (7) DBH \\ \ / / I / 7 v (I S V� (3) BH I�1/ (7) AWS II II I II II II II II 11 1 I \{{ \U M LANDSCAPE NOTES 1. VERIFY ALL LANDSCAPE IMPROVEMENTS WITH REMOVALS AND SITE WORK. 3. POND EDGE/ WET 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. 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 'Sk cole' CAL. AND FULL CROWN FA 49 FALLGOLD ASH 2.5" B&B STRAIGHT LEADER Fraxinus ni ra 'Fall old' CAL. AND FULL CROWN LL 33 LITTLELEAF LINDEN 2.5" B&B STRAIGHT LEADER Tilia cordata CAL. AND FULL CROWN BS 64 BLACK HILLS SPRUCE 6 B&B STRAIGHT LEADER Picea glauca densata HT. AND FULL FORM WP 56 WHITE PINE 6 B&B STRAIGHT LEADER Pinus strobus HT. AND FULL FORM AM 92 AMUR MAPLE 1.5" B&B STRAIGHT LEADER Acer ginnala CAL. AND FULL CROWN SS 33 SPRING SNOW CRAB 2.5" B&B STRAIGHT LEADER Molus '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-0" O.C. Spiraea x bumalcia 'AnthonyWaterer' GAL SPACE EVENLY FQS 99 FAIRY QUEEN SPIREA 5 POT PLANT S-0" O.C. Spiraea trilobata Fairy Queen GAL SPACE EVENLY EMS1 105 1EMERALD MOUND HONEYSUCKLE 5 POT PLANT 4'-0" O.C. Lonicera xylosteum Emerald Mound GAL SPACE EVENLY = PLANT LEGEND 0 OVERSTORY DECIDUDOUS TREE 0 ORNAMENTAL TREES CONIFEROUS TREES OO 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) O111 111 ® \ / / _g \ \\\ 3 \ \\\� s 1 / S• FA ,, „� QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE. FOR THE CONTRACTOR'S CONVENIENCE. M (7) DBH 11 1OVA 956 \ CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 1 111 �I11111 /Cb — rr'vxe' C ® � \ \ o 3 � O BH U IIIIII I I \ \ 14) HL (4) FA LANDSCAPE REQUIREMENTS \ \\ \ \ _ - - - REQUIRED PROVIDED (17) AM �I I -I 1\ \ - ® - - - - - \ \ \ \ \ - - i / i g6 = _ �� (5) SS • STREET FRONTAGE: (900 L.F.) 7 DBH 7 - - - - - — - - - — - �� \ - - - - - - - - - - - - � �— 1 DECIDUOUS TREE: (1 TREE \ 30LF) 30 30 O\ - �- -------- - ---------- 942-- (7) AWS (900LF \30 = 30) 1�S II I • NORTH PROPERTY LINE (BUFFERYARD D- 20' DEPTH) _ _ OVERSTORY TREE: (5 TREES / 100') 60 60 __ UNDERSTORY/ 6' EVERGREEN TREE: (10 TREES / 100') 120 (60/60)120 WET S h c l 1 (6) BS SHRUB: (15 SHRUBS / 100') 180 180 w W W W i w Y r W W W w w �•# W w. ///j/ j� � \MIX,\- W W r W Y w ♦ W W w W W VW W0UTLVAATwAw W w W 0 a (7) AWS w r i W r i W r W w W r r r W W W //// j/ 1\ 1 I I I • SOUTH, EAST AND WEST PROPERTY LINE (BUFFERYARD B- 15' DEPTH) * i W r W r + W i ►+ r W r W / �j/ i 2 1 N OVERSTORY TREE: (2 TREES / 100') 76 76 W / IIIII lj/ 111 III N UNDERSTORY/ 6' EVERGREEN TREE: (4 TREES / 100') 132 (63/69)132 W W r W r W W Y r r W r W W Y r' W W w r W W W W w W W W W r W 1 I SHRUB: (6 SHRUBS / 100') 155 155 W W W W W W W W W W w W W W W W/lilt III PROPOSED ,POND Illli III 7) EMS W W i i W Y w i i i i r r i W + • • • W. WanL,..y. p,wwrW rW iw rw WW wW II NHWWLL-=994426..Q0Q0`n `n IIII III + �[%FWI —962_ WETLAND, / W W W W W W W w W IIIIIIII III III w W W W W w W W W W Y W w W W , III III I (4) Al w W r r W W W W W W i i w i i \V� V AA VA III NZ I 1 ♦ r W W i W Y W W W i i i W # w W W W W W W W W W W W W W %,1\\1 \\\\\ I -----960--------- -- I (5) L W W W Y (2) BS (6) BS (8) FA (2) BS (11) FQS (7) FQS (7) FQS (7) FQS (7) FQS (7) EMS (7) EMS (7) E (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: 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. Yorke Date: Reg. No. 44107 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning Soll 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: NW QUAD OF CSAH 18 & GALPIN BLVD. CHANHASSEN, MN Sheet Title: Concept Landscape Plan Date: 6-17-05 Sheet: 12of 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 Landscape Architect under the laws of the State of Minnesota. Scott A. Yorke Date: Reg. No. 44107 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering • Surveying • Planning Soll 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: NW QUAD OF CSAH 18 & GALPIN BLVD. CHANHASSEN, MN Sheet Title: Concept Landscape Plan Date: 6-17-05 Sheet: 12of 13 SMI Project Number: 62641-047 M DECIDUOUS TREE = CONIFEROUS TREE M SHRUB V 24 NOTE: TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED 1T IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 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 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 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. IIL ADE ?" X 24" WOOD STAKE T ANGLE Schoell & Madson, Inc. Engineering • Surveying • Planning Soil Testing • Environmental Services www.schoellmadson.cam 10580 Wayzata Boulevard Minneapolis, Minnesota 55305-1525 phone: (952) 546-7601 - fax: (952) 546-9065 Client: all .,ini NOTE: THE HOLE FOR PLANTING MUST bE 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. Date: 6-17-05 Sheet Title: Sheet: Landscape Details 1 3of 1 3 SMI Project Number: 62641-047 Project Name/Location: NW QUAD OF CSAH 18 & GALPIN BLVD. CHANHASSEN, MN �ww®� v a O ti t N EWDO.0 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: PREPARED FOR: EDEN TRACE CORP. STREET CONSTRUCTION, SANITARY SEWER, WATERMAIN, AND STORM DRAINAGE CITY PROJECT p05-15 Big wood Lake 'ROJECT OCATION ��I / r LOCATION MAP NO SCALE NHASSEN BP, 20,321 SCHOELL & MADISON, INC. ENGINEERS •SURVEYORS •PLANNERS 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 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 C ANEHASSEN SEP 3 0 2005 CHANHASSEN PLANNING DEPT Sheet 1.8 SMI Project Number: 62641-047 WEST EAST ROW (i ROW 0' 6' WIDE SIDEWALK 36' I 1 2.00% 1 2f 0% 1 PAVEMENT DESIGN PER B618 CURB & CITY STANDARDS GUTTER (TYP) PUBLIC STREET - TYPICAL SECTION NO SCALE • e 61.3 _ 00 ®tktx X � L NO oou Z may— j , 1 a In e v A 0 50 100 150 SCAL IN FE BENCHMARK I _ 4+00_ 1. MNDOT control monument JON MNDT along west side of HWY. 41. I O ® 1 t g _ 1Elevation 1027.44 feet (NGVD-1929). I II 4 \ \ 2. MNDOT Control monument HAZE MNDT, along west side of HWY. 41.�- Elevation = 965.75 feet (NGVD-1929). 3. SMI Control monument p2 located 14ftf west of westerly edge of �' I bit, Golpin Blvd. and 39ftt NW of Power Pole. _ Elevation - 970.48 feet (NGVD-1929). :.........:.........:.........:.........:......... :............:..................:.........:.........:......... ......LOW: POINT ELEV = 957.99 :PROFILE SCALE ........:.. ...... ..........:.......................... .:.........:....:.........:.........:.........:.........:.........:...... :HORIZ: 1•°'=50' � ; LOW; POINT ST,4 = 6+04.57 VERT: 1:"=5' ; PVI STA - :6+04.57 PVI ELEV = 957.59 ..............:.........:.........:.........:.......................................:.........:............................._................... .A.D. ... 00.:.......................................:.......................................... o .�...........:.........:............................................. EXISTING GROUND ; K = 810.00 1O Ci 970:.........:.........:.........:..� ...................... — p :......... ; : LO aj rr) ]PROPOSED:; CENTERLIN{E114- : Q :00 LO LO 06 NCdGRADE N w END STREET CONSTRUCTION ;(0 0) Lr) 0) ; ; ; ; > : ; :.........:.........:.........:..... :. STP=$+93 :1.� ...............:.......... :.....................:........................................................:............ n...:................................................................. . m 960 .........._..................._....................................................................._. ..........................:...................................... _... :.960......... ...._...... ..._............ ... BEGIN .STREET CQNSTRUCTION WARNING THE CONTRACTOR SHALL CONTACT ALL PUBLIC UTILITIES 950 FOR LOCATIONS:OF ALL UNDERGROUND WIRES CABLES ...........CANITS,•PIRE&- MANHOEES,-VALVE&,•OR-OTHER•BURIED......................................................................................................................................................................................................................................................................... STRUCTURES BCFORE DIGGING. HE SHAH REPAIR 09 : REPLACE THE ABOVE WHEN DAMAGEII DURING :C-'� U o L0 o Ln `n Ln � L0 N 00 L0 Co `o o 'n r-) C"I N M N N O co LO o 00 0 0) o� o d- r� o It o CD'' 0) m It M o� r7 � I M� co M 0) � rn o o : CONSTRICTION AT NQ COST TO 01NNER. ;o �o N Cv o � m r O cfl u7 Lri Ln O � a6 C" o6 o6 M O m o cd of 0 Co T 00 M co co 00 r' 6 co co 6CIO c0 Q0 � co � co Co o ' - c * Cv I cj Cv r7 00 � d- . .I� F F- r CO CO (D (0 co CO rD Q0 CO 0 Q0 Ln Ln Ln Ln Ln Ln Ln LO In d) In Ln LC) LC) Ln CD (0 co , CO CD N (D CO N (D CO M co CD •� 0') (O M 0) (0 0) 0) (D 0) 0) W) 0� 0 M 0� LO 0') 0) � U) M LO 0) LO 0) 0 0) Ln 0) W) 0) U) 0') M LO M M � M M (0 M 0) (D 0) 0) (0 0) 0) (0 G) 0) CD M M CD M 6� � M � 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) M 0) 0) ........................ _ ................... _................................ + + + + + + 6+ 6+ + + 4+ 4+ + + 2+ 2+ 1 + 1 + 0+ o+bb....... ..................................... 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 a Surveying a Planning WwwAcnoeumadeoncom i MW Wayzata Boulevard Suite 1 WA Third Street NW, Suite 100 Minneapolis, Minnesota 55305-1525 Ek Fiver, iota 55330-1409 (952) 546-7601- fax (952) 546-9065 phoro (763) 241-OM - fax (952) 50-9065 EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Location CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Tills Publlo Strut Construction Plan Date: 9-28-06 f a R r Sneer. � 2Of 8 SA4I 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 Reviewed By: JERRY BACKMAN Date: 9-28-05 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. - Engineering a Surveying a Planning WwwAcnoeumadeoncom i MW Wayzata Boulevard Suite 1 WA Third Street NW, Suite 100 Minneapolis, Minnesota 55305-1525 Ek Fiver, iota 55330-1409 (952) 546-7601- fax (952) 546-9065 phoro (763) 241-OM - fax (952) 50-9065 EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Location CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Sheet Tills Publlo Strut Construction Plan Date: 9-28-06 f a R r Sneer. � 2Of 8 SA4I Project Number: 62641-047 1 m 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 39ftt 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. PROFILE SCALE HORIZ: 1 "=50' VERT: 1 "=5' 970 e �46141 8"x6" TEE CB 12 \ HYDRANT 6" VALVE 8 -22.5' BEND VALVE 8" PU, �- - - - 12"xR j SAN MH-7 OS� _ END PUBLIC AY CONSTRUCTION \ AT TEE 8"-45' BEN CBMH 11 STMH 10� SAN-MH 8 END PUBLIC CONSTRUCTION 8" PLUG IN A 38'-6" PVC SDR35 / 0 1.0% / STUB INV=949.00-� 1 I ' F. F. E. 9 64 ICI \ Iv \ - �V \ : N 12:(0 C3 0 LC) = + e, a_can0 M~+II .rnII.p.Q��z•coII DII 0II r7II.' N� O N omd 4. 00), r (12 a0 O Q) 00 ,Oln II =01 O) O) (0 °) �rn M o > +0 00thc(nEzzz Mornm»n>> ...... U)K,:.............:.....0 nZZQ¢> iz P'YICTIWn npni imn U) U) Z i ......... t07LF 8"'PVC' 35: ® 0.40% cUULr : o V VU SUK• 35 ® 0.407 n O N O In O O O O 00 O O O 00 0) 06 d) m aD Ln M c LC) M O M co 0) N CD m � M 4 QD 0)M 4 (D V (o M co 0) C6 (0 0) O r` 0) CV r` M 950 DATUM ELEV 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: N O 92 `W P, a 0 50 100 150 SCALE IN FEET LEGEND DENOTES BOUNDARY LINE - - DENOTES EXISTING STORM SEWER << DENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAIN 1 DENOTES PROPOSED WATERMAIN -� DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER DENOTES PROPOSED BUILDING DENOTES EXISTING FES 1T (n .4 DENOTES PROPOSED FES/FES WITH RIPRAP to-VE DENOTES EXISTING STORM MANHOLE/CB TEE D (�J ® ■ DENOTES PROPOSED STORM MANHOLE/CB SAN-:MH 4 N 0 0 ,..- �"" 0 DENOTES EXISTING SANITARY MANHOLE W/6" VALVE - �A► - CBMH 4 12"x6" TEE I r 0 DENOTES PROPOSED SANITARY MANHOLE SAN-M DENOTES EXISTING HYDRANT =CBMH 3 Y \112=�45�EDID1 ' t '� �' DENOTES PROPOSED HYDRANT GsXU DENOTES PROPOSED GATE VALVE �C r 60'-6" P SDR352- ® 1B V= .0 _ p ITITITI� I -- << 12"x8" TEES- 8!--VAtVES - 8`PLUG I I 1 SAN-M 5 1 12"-1 1 I = BEND P ' 1 F.F.E.=963 F.F.E.969 Q } I 0 2.0 P7 SDR35 STUB INV=949.28 HYDRANT W/6" VALVE � 12"x6" TEE s 12"-45� END CBMH vJ 1 1 6`PVC SDR35 12"x8" 1 a 2.0% 8" VALVE STUB INV= 9 35\ S° 12"X8" TES a .0% � 1 Z. ' BE _" C SDR35- - - "VALVES' I 1 948.18 - Ip ' STMH '5 TMH 6 g61, STUB INV=947.8�� "PLUG t .................................................. P.VJ. ELEV. .=.9,5.7.•59............ .......... .......... .......... .... .......................... ............... .............. ..... oo w^ A.D. _ :2.00 PROFILE SCALE oo °' Y ry LO ; I : K = 80.00 I HORIZ: 1 "=50' + + EXISTING -GROUND rn 160.OQ VC z VERT: :1 "=5' �' z Q n 970 � , f ^ rn � Zi H o `� m : 0000 00 M cD Co N + rn .4.: � I+ (0� PROPOSED V' W BEGIN STREET i 11 + II p 00 Mqm 0) r j , j o' I II II ; I II 11 �j ; CENTERLINE GRADE ; j a CONSTRUCTION ...... ha--0.� Z.:.........:....Z Q om........ w....: + W) ,4 ...........:. .. .w..: >.:.........:.... >......... 4 .............. .. &TA=0+48.97 00 V)V)EZ (nU)iiEZ CAI Q H > m CD U) U)E Ky - :.... ............... 1.0 ° ..........:......... :.. ........ ....:...-1.00%........ _ :.........:......... :......... : ...... s6o END STREET ; ' CQNNECT TO :EXISTING , CONSTRUCTION % J : 7.5' STA=9+b3.12 12" WATER STU / MIMMUM COVER :....... ..27"RCP.....:.... :.........:.........:.........: :.........:...... 24':RCP.....:.. MAINTAIN MTI. 18" VERTICAL SEPERATION I:15" RCP : : CL52 `41ATERMA�N +115. RCP °� pIF' CL52 WATERMAIN BUILD MANHOLE OVER END .... ........ :..... :.........:.........:......OF' EXISTING 'SANITARY' STUB........: .: 950 CONTRACTOR TO FIELD VERIFY ® 124 0 : . PVC SpR35 INVERT PRIOR TO CONSTRUCTION. :040% ; ; ; ; 127 L:F 8" PVC SDR35 146 LF 8" PVC SDR35 :.......:.........:.........:........ :.........:.........:.........® 0.40%..:.........:...... ®,0;407, ....:.........:.........:...322 LF; B�..PVC SDR35. ®.P:40� .....:.............-...:.. 183 LF 8" PVC : SDR35 ®:0.40% . . . . . . . . . . . . . . . . . . . . . 940 �- N O 92 `W P, a 0 50 100 150 SCALE IN FEET LEGEND DENOTES BOUNDARY LINE - - DENOTES EXISTING STORM SEWER << DENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAIN 1 DENOTES PROPOSED WATERMAIN -� DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER DENOTES PROPOSED BUILDING DENOTES EXISTING FES 1T (n .4 DENOTES PROPOSED FES/FES WITH RIPRAP to-VE DENOTES EXISTING STORM MANHOLE/CB TEE D (�J ® ■ DENOTES PROPOSED STORM MANHOLE/CB SAN-:MH 4 N 0 0 ,..- �"" 0 DENOTES EXISTING SANITARY MANHOLE W/6" VALVE - �A► - CBMH 4 12"x6" TEE I r 0 DENOTES PROPOSED SANITARY MANHOLE SAN-M DENOTES EXISTING HYDRANT =CBMH 3 Y \112=�45�EDID1 ' t '� �' DENOTES PROPOSED HYDRANT GsXU DENOTES PROPOSED GATE VALVE �C r 60'-6" P SDR352- ® 1B V= .0 _ p ITITITI� I -- << 12"x8" TEES- 8!--VAtVES - 8`PLUG I I 1 SAN-M 5 1 12"-1 1 I = BEND P ' 1 F.F.E.=963 F.F.E.969 Q } I 0 2.0 P7 SDR35 STUB INV=949.28 HYDRANT W/6" VALVE � 12"x6" TEE s 12"-45� END CBMH vJ 1 1 6`PVC SDR35 12"x8" 1 a 2.0% 8" VALVE STUB INV= 9 35\ S° 12"X8" TES a .0% � 1 Z. ' BE _" C SDR35- - - "VALVES' I 1 948.18 - Ip ' STMH '5 TMH 6 g61, STUB INV=947.8�� "PLUG t .................................................. P.VJ. ELEV. .=.9,5.7.•59............ .......... .......... .......... .... .......................... ............... .............. ..... oo w^ A.D. _ :2.00 PROFILE SCALE oo °' Y ry LO ; I : K = 80.00 I HORIZ: 1 "=50' + + EXISTING -GROUND rn 160.OQ VC z VERT: :1 "=5' �' z Q n 970 � , f ^ rn � Zi H o `� m : 0000 00 M cD Co N + rn .4.: � I+ (0� PROPOSED V' W BEGIN STREET i 11 + II p 00 Mqm 0) r j , j o' I II II ; I II 11 �j ; CENTERLINE GRADE ; j a CONSTRUCTION ...... ha--0.� Z.:.........:....Z Q om........ w....: + W) ,4 ...........:. .. .w..: >.:.........:.... >......... 4 .............. .. &TA=0+48.97 00 V)V)EZ (nU)iiEZ CAI Q H > m CD U) U)E Ky - :.... ............... 1.0 ° ..........:......... :.. ........ ....:...-1.00%........ _ :.........:......... :......... : ...... s6o END STREET ; ' CQNNECT TO :EXISTING , CONSTRUCTION % J : 7.5' STA=9+b3.12 12" WATER STU / MIMMUM COVER :....... ..27"RCP.....:.... :.........:.........:.........: :.........:...... 24':RCP.....:.. MAINTAIN MTI. 18" VERTICAL SEPERATION I:15" RCP : : CL52 `41ATERMA�N +115. RCP °� pIF' CL52 WATERMAIN BUILD MANHOLE OVER END .... ........ :..... :.........:.........:......OF' EXISTING 'SANITARY' STUB........: .: 950 CONTRACTOR TO FIELD VERIFY ® 124 0 : . PVC SpR35 INVERT PRIOR TO CONSTRUCTION. :040% ; ; ; ; 127 L:F 8" PVC SDR35 146 LF 8" PVC SDR35 :.......:.........:.........:........ :.........:.........:.........® 0.40%..:.........:...... ®,0;407, ....:.........:.........:...322 LF; B�..PVC SDR35. ®.P:40� .....:.............-...:.. 183 LF 8" PVC : SDR35 ®:0.40% . . . . . . . . . . . . . . . . . . . . . 940 �- o rn O Ln � Ln r- u) N 00 V) 00 In - Ln O O V) r7 LO r N V) N rn � N N O O CD U) 000 O r O 0) o� rn W O � r7 O to O o� 0) 03 .(0 �t M O It r-) f dt � I cD .- cD � O) r 00 00 o O . O .0 N I` N to r- . O � to CO O CD .0 cD O co . CD c0 D7 CD ( cD �"� cD N co . U1 CO 0� Ln .0 Ln CO Ln 00 Ln . Ln . 00 Ln Ln 1 Ln cD Ln cD T) cD u7 c0 Ln CO Ln Ln Ln O co . cD N co N c0 (D N CD C0 N N (D r7 c0 d- c0 CD M o)� rn �� rn rn �� rn �� rn o� Mud rn M� �� a) �LO 0) ern rn rn CT) �� rn a) D>LO rn rn3 rn rnLn rn � rn 0) ) M a) M(D o) 67 0)(0 M rn MCD rn 0) 0)co a) 0) 0)to 0) M 0)(0 rn � MW rn M D) 9+50 9+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 BACKMAN Date: 9-28-05 Designed By: Drawn By: Checked By: 5+5U O+UU *tJU 'FtUU JtOu JtUU /-+Du LtUV ItJV ItVV iitJU Schoell & Madson, Inc. Engineering a Surveying a Planning WWWAchoeffmademcom MW Wayzata Boulevard Suite 1 554 Third Street NW, Suite 100 bfnneapofe, Minnesota 55305-1525 9c River, Mirtmota 55330-1409 phow (952) 546-7601- fax (962) U6-W65 phow (763) 241-M - fax (952) 546-M cler t. EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Locatiory CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Bheet Ting Public Sanitary and Watermain Date: 9-28.05 sheet. 3Of 8 SMI Project Number: 62641-047 CBMH 0 SUB INV=943.21 CGIM o110I If• nAKICTDI InTIr)AI PROFILE SCALE HORIZ: 1 "=50' VERT: 1 "=5' . • • • : ' ' : : Z I W I— F.F.E.=961 2 — � I —— — « — — —— `30'-15" HDPE ® 0.40% aE950 8.' PVC—/ Q-':56'-54" .. u....... ..... 0 0.40%�........ 85°-42" RCP: 0 b.40% RCP:0 0.40% 940 ....... ....... ....... ....... ....... ....... ....... :940 O O Ln M O L0 O O In co co O r r7 it Cr) rr) _0 O CO 06 Ln M � u7 `1_ LC) Ln u7 � (DO CD c0 (0� U7 0) O 0) 0) O) 6) O) M Cr) 0) C) C) a) 3+50 .5+00z+SU z+uu I t.7V 1 tVV VTJV 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. Adotf Date: 9-28-05 Reg. No. 12048 Reviewed By: JERRY BACKMAN Date: 9-28-05 IF \\ F • 41 / LEGEND 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 IF \\ F • 41 / LEGEND DENOTES BOUNDARY LINE r --- - DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN DENOTES EXISTING SANITARY SEWER C DENOTES PROPOSED SANITARY SEWER < DENOTES PROPOSED BUILDING DENOTES EXISTING FES DENOTES PROPOSED FES/FES WITH RIPRAP DENOTES EXISTING STORM MANHOLE/CB ® ■ DENOTES PROPOSED STORM MANHOLE/CB O DENOTES EXISTING SANITARY MANHOLE • DENOTES PROPOSED SANITARY MANHOLE -6- DENOTES EXISTING HYDRANT DENOTES PROPOSED HYDRANT N 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-t929). 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). ^M T ........ ., ......... .......1�(,......:.........:.........:.........:.........:.........:97.Q.. 970 .... :. 3 ur cn.... .. ; ......... ; .. w � a0 : M 0 . ``I 0 M w:3 w)� rn z o (o +'* � PROFILE SCALE ao-oo 0tn zzcn� : O(D : O�0)r7� : 0)00 �N.-�tO� BOO r7 �- f�001 " r +(otntNnln �rncD. pp+�0 �U)'tNtoa 0061 "' : = II •II II HOR7Z: 1 =50 =+Ma)0)rn aorn`n`n� (orn� �o�rio o +tnlnlOLO ; ��_> VERT: 1"=5': II I II II II _ 1-0U) OLnln � �0)rnrn z Q.� > >...:............... II ' ll Il Il. II U ; ...... co.rn.�.rn rn �.........= H H II ' it Ij ............... lA t ,............................................................... . :...cnv~i zzz ; mv~i zzz oCnntz_ zza --- --- PROPOSED : D�°��zzzz cnv>o --- _ GRADE :EXISTING GROUND 960 .... .. :....................... ....... ........... :96.Q.. 140 OF 30" RCP 115'-24" RCP 0 0.407e 139'-24" RCP ®b.4076 0 :0.40% 113 LF �3" RCP 102 LF 33" RCP ' ' ®0.4D% ..... ..® 0.407..... .... .:.........:.........:......... :......... :......... :................... :.................. :......... :9�.Q . . 950 .. ... . .....;... . . SANITARY SERVICE WARNING PROVIDE INSUL/TION BETWEEN 6 .SANITARY SERVICE „. : SERVJCE PIPE AND 30" RCP : ?HE CONTRACTOR SHALL CONTACT ALL -PUBLIC UTILFTIES 6" 'VVATERMAiN.. :......... ; ....... ; ......... ; .........:......... ; ......... ; ......... FOR • LOCATIONS • OF - ALL- UNDERGROUN4 WIRES,- CABLES; ... : LOWER I NDERNEAT6 PROPOSEJD 30" RCP : 6" WATER SERVICE CONDUITS, :ES, MANHOLES, VALVES, iOTHER BURIED " :STRUCTURES: BEFORE DIGGING. HE SHAA LL REPAIR :OR TO ACHIEVE 18 MINIMUM VERTICAL SEPARATION LOWER UNDERNEATH PROPQSED 24" jRCP REPLACE THE ABOVE:WHEN DAMAGED DURING : TO ACHIEVE 18" MINIMUM VERTICAL SEPARATION: CONSTRUCTION AT.NO COST TO OWNER. 940 N Or O 10 O LQ 10 Ln r 10 N oq 10 00 � U) O - 10 r� `- N rh N M N N O O c0 O to O O 0D O O O� I) . (o O �� r7 O� . (D O O� M C� (O M C�d- (O N' r O N r- OQ r to 00 (D . rci c0 O r- (0 (fly CD It) Ln (0 Ln6 CD O 1- O roo6 CD It) No CD �c6 CD mo6 _0 mc6 LO D3c6 Ln 00c6 to 00c6 Ln `0c6 � 00 Ln I`� Ln O u7 (D� Ln (D(O� u) � Ln (0 Ln r-0 LO 00 O� CO (D N� CO N CO �� 0) 0) O co 0) 0) � O 0)0)O O � � � 01 �t1) 0)� 0) 0-) 00.)01 �� 0) �ln 0) 0) C)tn Mtn 01 0�� 0) 6) milli 01 6l milli 01 M M m O) 0) 0�to (3) MMco O) M M(D 0) O Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering a Surveying a Planning www.schodmadeon.com 10580 Wayuta Bolevard, Stile 1 5M Third Street NW, Sine 100 Mimeepole, M11mmota 55305-1525 Ek River, Minnesota 55330-1409 (952) 546-7801- fax: (952) 546-9065 phorw (763) 241-ON - fax (952) 546--9065 \[7 EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 o D �� CD f a CO O C� c0 (.0 N CID r'J cc (D � � + 0 1+00 + g Project Name/Locatim- CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Data 9-28-05 Sheet Tile Sheet Public Storm Sower Plan 1 4 8 of LL SMI Project Number: 62641-047 In /,- r \ i i--\ 1NV=95C - —W-12" HDPE 0 1 BOUNDARY LINE 00 PROFILE SCALE 0 `U) HORIZ: 1 "=50' 00 o N. Ln.................. .......... .......... .......... .......... .......... .................... .......... .......... .......... .......... .......... :. KERT.:. A '=5' (n�_Z i'' C EXISTING GROUND :..........................7:..........:..........:...............................:..........:..........:...................:..........:..........:.. w�Z r 40 �` ; o o PROPOSED GRADE co 970 ....... ......:..........:..........:....................:....... u��knto................ :......... ......... :.......... :.......... :.................... :..........:.......... :.. 1 F-_> I 1. ............ (n ...... .................. ........... . / . �.. . i emZs�. C'ioLO �Li a) N � o p : In + tr7 pry 960 .' ...... ..................................... .......... {{ ........... ............. W. .� :� 3: II II o .......... 142'-15" HDPE:.........:. Lr) �� +M 00 CD \ (n U) t,c 00 N Z 950:................................................................... ... 2 .................... .. :.. �1 " 5 HDPE 02.2 :.........:.......... :....................:..........:..........:..........:..........:..........:..........:............. \. ......... :.... %. ....... 160'-24" HOPE 0 0.88fi� 940......... .......... :.......... .......... .......... .................... .......... .......... .......... .......... .......... .......... .......... :.. 6�)'-24" HDPE ; 0 0.7Q% ; :.........:.......... .......... .......... .......... .......... ............................... ......................................................... ....... 70 ^24" HDPE . . 0 0.77% . . . . . . . . . . . . . . . . . . . DATUM 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 14ftt west of westerly edge of bit, Golpin Blvd, and 39ftf NW of Power Pole. Elevation - 970.48 feet (NGVD-1929). O (D rn 00 0 ro 0 to 0 rn to 0 O [D 7 0 00 0 h 't rn O O r7 O 0 0 O 0 O (O 0 0 r7 co o) 0 0) � rn M � r7 0) m rn r � (D rn M r rn M r M rn 06 0) � cD M M N rn M N 0) � N rn M 0) rn co � n co � n co � r cD m � c0 � � 0) � a) rn DJ 0 rn (6 � (6 M rn 4 + rn 4 M rn N M rn N 0) m <r rn 0 rn M rn + rn rn � 0� O 0) 0) O �+ 0� 0 rn 0+Z0i 0+50 1+00 1+50 2+00 2+50 3+00 3+5U 4+UU 4+5U S+UU S+OU O+uu 0+0U /tVU /+DV a+uu 0_rUU 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 a Planning www.achoellmadeoncom MW Wayzata BoUevard Suite 1 554 Third Street NW, Suite 100 Mnneapofe, Minnesota 55305-1525 Ek finer, Minineeoia 55300-AM phom (952) 546-7601- fax (952) 546-9065 p1now (763) 241-M - fax (95?J 546 9065 LEGEND 92 ( 0 50 100 150 SCALE IN FEET DENOTES BOUNDARY LINE -- DENOTES EXISTING STORM SEWER << DENOTES PROPOSED STORM SEWER - �- r DENOTES EXISTING WATERMAIN I DENOTES PROPOSED WATERMAIN - DENOTES EXISTING SANITARY SEWER < 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 a Planning www.achoellmadeoncom MW Wayzata BoUevard Suite 1 554 Third Street NW, Suite 100 Mnneapofe, Minnesota 55305-1525 Ek finer, Minineeoia 55300-AM phom (952) 546-7601- fax (952) 546-9065 p1now (763) 241-M - fax (95?J 546 9065 LEGEND 92 ( 0 50 100 150 SCALE IN FEET DENOTES BOUNDARY LINE -- DENOTES EXISTING STORM SEWER << DENOTES PROPOSED STORM SEWER - �- r DENOTES EXISTING WATERMAIN I DENOTES PROPOSED WATERMAIN - DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER F DENOTES PROPOSED BUILDING DENOTES EXISTING FES DENOTES PROPOSED FES/FES WITH RIPRAP DENOTES EXISTING STORM MANHOLE/CB ® ■ DENOTES PROPOSED STORM MANHOLE/CB DENOTES EXISTING SANITARY MANHOLE DENOTES PROPOSED SANITARY MANHOLE -6- DENOTES EXISTING HYDRANT DENOTES PROPOSED HYDRANT H 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/Location CHANHASSEN WEST BUSINESS PARK CHANHASSEN,MN E Date 9-28-05 Sheet Tft sneer 2 Publlo Storm Sewer Plan 2 5 8 T SMI Project Number: 62641-047 ,rb t \ 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 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 0 e 0 50 100 150 LEGEND SCALE IN FEET DENOTES EXISTING STORM SEWER « DENOTES PROPOSED STORM SEWER - DENOTES EXISTING WATERMAIN DENOTES PROPOSED WATERMAIN < DENOTES EXISTING SANITARY SEWER < DENOTES PROPOSED SANITARY SEWER D 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 4DENOTES 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 (NGVD-1929). 3. SMI Control monument /2 located 14ftt west of westerly edge of bit, Golpin Blvd, and 39ftt NW of Power Pole. Elevation = 970.48 feet (NGVD-1929). PROFILE SCALE : PROFILE SCALE FfORIZ: 1 "=50' HORIZ: 1 "=50' .PERT: 1 "=5' � .. Co : z N o - z �, : VERT: 1 "=5' ...... ......... ......... ......... _......... ........ �.................................... �....................... .�o� �........:.........:...... o�� :.........oto r-0gcoo........;...o� r-LOLO.:.........:.........;.........:.........:.........:.........:.....,,,._.........:.........:..... cO+�� : : NN : : ��p�: : O��?I�OaO : +Od�� : `—+(0tf)tot� : +c04� o0� r 1 O N M N .r M Ili 0) 0) 0) 0) fA t17 LO in toLO Or a0+tn0 OOtototn =IMrn0) Y II II II II •II ; =�C)M ��rn > +inU-) (0mtto• = rnrnrn I II II �Qg»> II II II II II H-F— 00) _ �' II II II II 0 MQ >> t—� ZZZ :.........:.........:.........:.........:......JlJ1�IGC?... :.........:.r, n•N °II'. ;..� u:...................7->.>.>...... ............... m�—a �............... cncn�.--: ........_ m z.Z. m z............_.................... ........................ ......... ................................. Q�> 0 m�Z: tt�cno-zza_ ; ; U'-- U�l�--r 'U�- 0. u N : m� : �� : : 9 :.........:.........:....9 6R.:.........:....... ......._. .....�, > ......_.. ...._.. I...._......... ......I.......m R:............... ._........._........._....... ........._....... ....._........._... 64..:.........:.........:.........:.........:.........:.........:.........:..... �.. �Z Z)>. - to I- Z ; : 53'-24" RCP m : ~ z I-- ;.. :......... :......... :..... 7ss,-� ................... 2d 1.51•Re�.............................:.........:.........:.........:......... ;.........:..... 5" RCP ® •0.40% 44'-15 RCP ®1.5s� " 12" 8PV DIP � ®3.59% C WARNING THE CONTRACTOR SHALL CONTACT ALL•PUBLIC UTILITIES .........:.........:....95R.:.........:..... .....:.........:.......:.........:...............................:......................... :.........:... �0..:.........:.........:........ FORLOCATIONS OF AIL uNDEROROUNP WIRES; o 5b =1� E�CP ... ALES; . 1.0% 84'-30" RCP 12" 1 1:2" DIP CONDUITS, PIKES, MANHOLI=S, VALVES, OR OTHER BURIED 8" PVC 0 0.40% :STRUCTURES: BEFORE DIGGING. HE SHALL REPAIR: OR 12" DIP ; 12" DIPS : : :8" PVC : : REPLACE THE ABOVE:WHEN DAMAGED DURING: CONSTRUCTION Ai;NO COST TO OWNER. ; :.........:.........:.........:.........:..............P.YC.--"L.................................................:.........:.........:.........:.........:.........:.........:.........:.......................................:.........:.........:................................... .................................... 8 ............ ...._........._........._........._..................._........._........._........._... III .... ................................ ....................... .................................. ............................ .................. ......_............................._........._........._..................._..... a 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 a Surveying a Planning ® www.edweomadsoncom MW Wayzata BoUevard, Stile 1 554 Thrd Street NW, Stile 100 Mnneapofe, Minnesota 55305-1525 Ek liver, Minnesota 55330-1409 (952) 546-7601- fax (952) 546-9065 (763) 24FOM - fax (952) 546-9065 a.- EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Locatlor> — CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Date: 8-28-05 f I Sheet Title: sheet: Public Storm 89war Plan S 6 8Of I I 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: 9-28-05 Reg. No. 12048 Reviewed By: JERRY BACKMAN Date: 9-28-05 Designed By: Drawn By: Checked By: Schoell & Madson, Inc. Engineering a Surveying a Planning ® www.edweomadsoncom MW Wayzata BoUevard, Stile 1 554 Thrd Street NW, Stile 100 Mnneapofe, Minnesota 55305-1525 Ek liver, Minnesota 55330-1409 (952) 546-7601- fax (952) 546-9065 (763) 24FOM - fax (952) 546-9065 a.- EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 Project Name/Locatlor> — CHANHASSEN WEST BUSINESS PARK CHANHASSEN, MN Date: 8-28-05 f I Sheet Title: sheet: Public Storm 89war Plan S 6 8Of I I SMI Project Number: 62641-047 OP oPo '// PJeVCP FILTER FABRIC " 6' MINIMUM DEPTH 1' - 2' WASHED 18' MINIMUM CUT OFF BERM 1G) TO MINIMIZE RUNOFF FROM SITE NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF t?OC'r: C8A88ASS88 Yj+ Y. ;. •.. • t •/.r K.w� ^]}. .3 I•:"'':0.: we. Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R1981J or Aluminum, 16' on center. o Steps Shall be on Downstream Side Unless Pipe Diameter is 18' or Large' •' All joints in manhole to have O" ring rubber gaskets. A Maximum of 2 Short Manhole 4'-0" Rlsers to be Used Directly Below Cone Section 'r Pipe shall be cut out flush s • 57 with 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 oltemate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basinn structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. SEC71ON CITY OF F'y ";k':::);.j?::) C8A88ASS88 : • • • •51'•" _: N?.5t2 z-YZt-0.,1- 4 393 lal a Mbon 2 N O - V Y e� S O ZK O N i s W W jj n jQp X m i U 'NIN .L card > �� 'C V� CL F O CJ via aJ N ✓I G iC Ur)xQ W� 5 W In J IR i n a W ?x-3 LLI Ji Ode: W Sri a: Doug XVN ,S-L1,15 x a V1 f zrw MW i,� go, tiSV : Wgii .�� N J gin ag�a ZN e2 : M z Ppk' a� m¢ oatt iSdyayo _ �$Fs< W,wv¢UV �Q19 �y r < z�Sg Um Z� r'SU'NOW _ Jyagio\a Ne Z'no - yj3Tp2T3 -nA3iriri �II�•G�Gp� i sin W aaaa mu a 0 i aUU zz�I,• a�2 mF-S �3VF ¢K aQK CITY OF ".:3:(•;•: �Ax8A888x ,e , I+•: r''r� • ; SY •Y,Y'4.• taaY•, wmon,t Nal. ,-02 25Y 7..Q•� rn...::0.: w•r 393 ioaa Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monoflament, 36•wide fastened steel T-Posts with 3(501b) ten: strength plastic rep ties per T-Post. (Machine sliced) f Posts 24' In ground 1es I.M1 alpNi OS Sx fi. wnhs+cwe. Note: Type 2 silt fence is the some as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. 0 s,M1. or rM1. ea •.legs5 urn. gyre r e� Zip Ties r `��mw EROSION CONTROL we,♦ FENCF - TYPE 2 OF \.r Y CINBASS88 9.•.aw32-07, /-02. 1-a,1 aCPa r '••�•531,i„2 I'J�: :A.: '•393_5300 w. b P.G CATCH BASIN IN RADIUS �Z Bois CURB & GUTTER SURMOUNTABLE yHTRANqmm CURB a GUTTER A A TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 7" ran MNDOT Bala 0011C. C a G SURMOUNTABLE C & 0 SECTION A -A g`L, CITY OF *1113 g:0A C8A�P8ASS88 2XUB IS3S•a:1_W Deli r DROP UD 7.5' Minimum cover required u Tty/1er No. BB60 omer top of water main. lfudl4r No. H-10361 Bibby -Ste -Croix No. 8-5180 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 W. Grade TOP Adjust top to 3/4' below T1y1tan No, 626' 860 grade. Box to be set to ifuellr No. H-10361 26' provide 12" our adjustment BLy-Ste-Croix No. VB= 27' Tyler No. 6960 Mueller No. H-10357 EXTENSION Bibby-Stefkcix B-5001 Tyler No, 58 14' Gate valve bax, screw typo, No. 59 10 3 pace. 5 1/4- shall• size No. 60 24: G box, 7'-6 emended. Mueller No. 58 14" #5 round base No. 59 20" Bibby-Ste-Cralx GATE VALVE ADAPTER: 1 4 VH520 No. 57 9" / - V8521 No. 58 14" STEEL NTH PROTECTIVE VB522 No. 59 20" COATING, 1/2- RUBBER V9523 No. 60 26" CASKET INSTALLED BEINFDf THE GATE VALVE AND GATE VALVE ADAPTER BOTTOM Tyler No. 6860 65' Mueller No. H-10361 65' Bibby -Ste -Croix No. V9516 60' Resltant Wedge Volw Valve and Box to be Conforming to AWWA plastic wrapped per C-515-80 stmdrds BASE section 2.03a Nld It bGlh eLeel concrete block CITY OF • YS. ..... JE: C8A88ASS88 •"' AN / OX ,e, Y• •T,J.•y., RR.121F?2-9T./-W.1-04 era.; rAa. =! 4^Oii •393_1006 ' Revisions Date: Description: By: Date: Description: BY: sswm O `rlti,y.. 1\,� i+slulaNOJW p1,R/pJJn591(}gWN Saro�,s]l'EOm or COMPACTED SAM ONE PrE LOOM sell S REQUIRED, Wah As IINGA axle. A WATERMAIN UNDER STORM SEWER CITY OF rer•"s:� �••••• n /. r..l. suns• C8A88ASS88 D ....vr r . •• • `J931204 NOTE Surmountable Curb a Gutty to be trandtkned Into a BONS type at catahbosfn. Catchbosh Frame & Grate Neenah R-3290-L Or equal with L (hate i A_ A, ` SurmauntaMe Genesis Curb a ate, 2 - /4-60' Long Rsi+as Each way S 5.Mk, Transition Top 1' -1 CatdnbmN to be depressed Y I below design gutty line grade, ISOMETRIC No Scale I. Transition sswm O `rlti,y.. 1\,� i+slulaNOJW p1,R/pJJn591(}gWN Saro�,s]l'EOm or COMPACTED SAM ONE PrE LOOM sell S REQUIRED, Wah As IINGA axle. A WATERMAIN UNDER STORM SEWER CITY OF rer•"s:� �••••• n /. r..l. suns• C8A88ASS88 D ....vr r . •• • `J931204 NOTE Surmountable Curb a Gutty to be trandtkned Into a BONS type at catahbosfn. Catchbosh Frame & Grate Neenah R-3290-L Or equal with L (hate i A_ A, ` SurmauntaMe Genesis Curb a ate, 2 - /4-60' Long Rsi+as Each way S 5.Mk, Transition Top 1' -1 CatdnbmN to be depressed Y I below design gutty line grade, ISOMETRIC No Scale I. Transition Daeipl gutter line grade 2 - /4-60' LONG Rebore Each way Frale a Casting SEC j0N A -AA -A No Sods CfTY OF C8A88ASS88 yy q� 3Y7,.. Y • e. I CA 16:.a21-9e :1'.a:: /1..�•J ,,..: :}1: 34«Q •.• rE 393 3106 NOTES: 1. Gins, be IN, In, (2) FIECES 2 N mra and as del-dlpprd-pdva:Yrd War Pl�ia"�eGab Pr IMarkq Ell 4wDrld A -A r I 151r4?1 T 51L 1 h- .--13 test 4L se Hues eGelb 1we, rtl Mbrrr t/4. 41Ff1 RAZE �1 DETAIL A -A �� VOaloreb t. ebmaw epr e.esa rrwrre ere can sore Is mwsi sYWse CITY OF jS(.)ND C8A88ASSIN � ? CO ''. O:. (1Yt\, 1-03 0\a_ n..g•; ,,.. ': 3:09 393 31N 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: atmis Yr t/rr rTop BMlminaus Matra ID MnDOT B618 Celeste Osb and Od1r r tr Top Bituminous Matra I -'•I• e're a '' MnDOT B612 • 1 R •' ".': E L • Conorwbe Orb and GLNr NOTE: C IF• ir Fa Us, Only with Private Driveways, Forking lots. or Modena 2n tYR /r e0'R Tap albuminous, MatMal + ••:t, o •'..:1/r '; t. SURMOUNTABLE ..>-.�':. Osrn, Orb and Gutter.. 171 101 ffJ 4 I. r�-1 1/rr ��/ albslslnels, Bituminous Curb b �fOO' 6' Shoe Formed CITY OF •1:t CBANBASS88 CUR. b'(ai PJ.MA-f:.2-9] ,..9: 5n0 3 - r:::+r^''393_5'03 2ex36' dab opening for Neech R3290-L Or equal I1 j NOTE L grate shown -- Nesnch R3290-L canting and grate Or equal. PLAN Minimum of 2 maxrnum of 5--2' 6' conc caller concrete adjustment rings with full bedsof mares. -�-- FUPE etadAl:iS'nothm�• o • . r precast reinforced concrete Blob. Top of barrel section under top slab {i{• 2b a of RGot unnel v equal.�w ith ^i Vales 0-All ring rubbemhd�� have { Tip, concrete seetian NOTES ,U. 1. Doghouses shall be grouted on both the outside and inside. 2 No block structures ors allowed. Manhoe sispe. Neenah R19MJ r equal, 16• o.o., NumMum stepe approved. do thth..m slathickness.thnethickness.8' for 14' de pIntreaw thickness 1- for each 4 of depth greatr than 14', ' and reinforce with 6'xr 10/10 mesh. Grout bottom of menhoie to 1/2 SECTION diameter of pipe and dope grout 2' taeard Invert CITY OF •• • �f'/%AN . %1. i • S:4 SMASH88ASMASHj�/Y`y"w :e'.9 1-Op. 1-03 :L1a; rl..�'• I!..^.:::F: 3402 Schoell & Madson, Inc. - Engineering a Surveying • Planning www.schoellmadsoncom 10580 Wayzata Boulevard Suite 1 554 Third Street NW, Suite 100 Minneapolis, Mnrlel 55305-1525 Elk River, Minnesota 55330-1409 phow (952) 546-7601- fax: (952) 546-9065 phones (763) 24MO8 - fax: (952) 546-9065 crN;nt See City Plate No. 3107 for riprp placement Uw 2 tie belt Gtenen per JJopNMtt Install at 60• Trorn top or bottom of pipe, Provide 3 anchor dips to fasten Trash Ouard to Flared End Section. Hot dip galvanize after fabrication. Anti r both sides. ISOMETRIC TRASH GUARD SIZING Pipe Sire Bars H. Botts 'H. Belts 12--18' 1/4'e 4' 5/5- 21--42" 1 e 6' 314' 48--72- 1 1/4-e 12- 1 NOTES: 1. All Reinforced Concrete Aprons Nall be furnished and instAled with Trash Guards. 2 All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe la,yths back from apron. 3 All new Reinforced Canaste Aprons on existing pipe shell be tied to the first Pipe adjacent to the apron. CITY OF 08A88ASS88 ax.:�•aY,k.,,. •:, •r.1G •a,:lo q..8'• I•;rr. ::a.: 34'?8 3/4' per foot 18' S' MIN. 20A ........6• x 6' /6 Welded 7 t/r Concrete pavement WIe M 3 4' Claw 5 base Incidental to apron SECTION A -A No Scale 24' RESIDEfIT1AL 28, I DUSIRI /COMMERCIAL A Rlghtbf-Way _ .. .. - .. - .. - .. -' B618 Curb a Gutter 9618 Curb a Gutter Bituminous Tn Contraction Join Inb A No Expansion Joint (typ)� Mac Spacing Valley Gutter O V PLAN No Scale 1.NO R Infarct Vdlwv ate, and Triangular Sections with 6' x 6' /6 Welded W1rs Mesh. 2 Contraction Joints Shall be •/3 the Depth of Slab. 3. Bituminous Paving Section to the Right -of -Way Is the Same a Street Paving Section. CITY OF 3 ,'�'•?•: :: C8A88ASS88 r•yJ�n P �q• • •, • tgt�4,F� w Iel9in.2-99 . 2-01 ar..i , „a' :A.: w•• 3'-0' L Grabs Shan /T b Face of Curb J N DileeBm of Flow PLAN Cotchlbosekn casting R3211 oNr Neenah Crag to be r below Y radWs curb bm authr a ..h side Of�atetbmiL Precast concrete our HDPE edjusillg rIn Tap o} Curls Mitcham of 2-Y VtrW muirnum of 5-2• concrete edjuement 24' x 3r Varies rings allowed with 1/4' Precast rf- 3' minimum to i/2 bed of martin between each and a ,J• Grout 6' thick concrete collar on the Outside. 6' �I on both the eide and autNda. SECTION NOTES 1. Steps shall be provided In al catch basin/manholes and Nm sewer manholes. 2 casting to be o4 telly sncosed M concrete curb section. 3. No block structures are allowed. 4. No wood shins an permitted In the edju•t►,g rings. CITY OF ,>Tc:>j? ::.3: caAN8Ass8N • YC1,i jy • _• , PA:.931-0o, 1-03 XNn. 2../37 RAT :A.: 34041 EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 PL CL PL 30' 30' 1r to Face lr to I. Weer Course to be 1/Y Above Edge of Gutty ll� 3.0% 2.01t 4- Topsail. Seed a Mulch or Sod. B-618 Cm,xete 1' J I � 1.5 : 1 2--MNDOT 2350 MVWE35035B 2-MNDOT 2350 MVIW350358 2 1/2--MNDOT 2350 MWW35D358 12'-Claw 5 Aggregate Bowe. 100% Crushed 247 MNEK T 3149.29 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% & Minknun, street grade 0.751L 4. 4.0' Topsoll placed in disturbed areas. 5. 2 Ralb sod behind curb. 6. The bituminous wearing surface shall be placed the next construction worsen following placement of the bituminous bases 7. A test roll of the prepared subgrcde "I be performed by the owner In the presence of a city inspector. The city has the authority to require additional eubgrode correction or to reduce the requirement of 24' MNDOT Select Granular Borrow to 12- bo cA upon the +e Air of the test rod. -::' e CFTY OF../... •v •v yyr .. . (✓fwJ,iiii. . ,�er.itfi:3, C8A88ASS88 S1Yi S:S h :lhY,y-y3, 3...2> . 2-01, 1-03 61a:: , RAa:::o- w I-1 ::':7a ez�sz01 E aBa Ill _I Jill 18�6o ~ S1 � O.Wo Nahrd Grold' NOTE The Bottom of the Trench Shell be Shoped to Fit the PM Barrel for at Load wf the Outside DBarrelmew. CrrY OF 108A88ASS88Pb.jren 'Ja:`,��' ee a r '..i. J,. :•393220. J. 9• J.J.+.iJ. 1r'+'+'+'+'+'+'+'+'+'+'+'+'+'+'+'+'+ } + + + + + + + Embedment + Material +%% +++� 6- Poy Depth + + Increments (typ.) IN' +++++++++++++ r Pay Depth- InowrNo (Typ.) i i i i i i i i Fed �-ge� pp.�nn W eve Ott 1) dfwnetr of ppebkN NOTES 1. A sole Engineer will be nquaed to determine the depth of the pipe foundation embedment material N nestled. Pipe foundation material shell be In accordance with MNDOT 314924 course flies agg-fare. 2 P.V.C. beddk y shall be MNDOT 314il watt g,Q-u; ar barren with 100% 3. palming /ngy.shdl be MMDOr 314D.2A Selec4* sleve, and! less then 10% t lo om a granular row with 100%passing 0 3/4' elew and lees thon 2OX pawing a N0. 200 wlove. CrfY OF P:P!::9:::>::NG CBA86ASS8R j'.':.C. el rya - 393]203 I. "9J a d3 Project Name/LotatiM CHANHASSEN WEST BUSINESS PARK CHANHASSEN,MN Data 0-28-05 1� Sheet Tdie: Sheet $ Datalle 1 7 O, 8 SMI Project Number: 62641-047 I At4i I Suss Exposed A6b Not EpoxyP Glue Aggregate. o°oQo ooQo 0 0 0 0 o t 000ai °o°o i n°u° oaoeo � � o°oe � 0000e o°oao p U ooeoo o°o 0 0 0 tE = o°o°0 °0°0° J 9 - < g PL6R A-Im ' Max. slope 1R7 ��" i Lase• ThpP yTawrdk 3 U Top of or hall Width. 5' 4' 6' 5' r 6' varbe 9' a' 5LQMQ a-R�e-R 10 9 Note All Pedestrian Ramps ._ _e concrete. 1, Par FT. w Flatfr LLI L-6" Concrete 4' Class 5 Bar SFCTION A -A 4u1e a a W EN>°w lcn Joint inOLieu of the Above Treatment, the Central at His Option, After Hammel Concrete F'Y11ahN , May Embed Apprspote, Meeting the Requirements of Sped. 3137 CA-70 Mo to 100% of the Lafiid 1/2' to 3/8' In SIM In the Greer, CanurK The Embedded Aggregate Shull Protrude at least 3/16' Aboe the Concrete 4,rfoea The Exposed Aggregate may be Ughtly Rinsed to Wash Mortar off of R. ` CfTY OF C8A88ASS81s1 B.rRR1INN �� .- RING SELL RING ACTURED F '_. PRODUCTS' PRE^�"".. BL0C1(. OR - -:'SAE CONE\ CO'. =' I� Frame and Cover HOPE OR PRECAST CONCRETE ADJUSTING RINGS MASTIC SEAL NOTES 1. TRIM TOP OF SEAL TO 1' ABOVE TOP OF RINGS, CAS":;G SHOULD HE REST ON SEAL 2. PLACE 'MASTIC' ON TOP OF GONE SECTION AND BENEATH SEAL 3. NOT T7 BE USED WHEN THERE ARE MORE THA64 5 RINGS OR NO RINGS. 4, CONTRACTOR SHALL INSTALL THE SEALS. THEN CONTACT THE CITY u,nu r- suPEiNTENOENT FOR INSPECTION AT (952) 227-1301 CITY OF & Fi tJCI 0AW$ASS21 BARRIER Pta�Hn:1-04 :r1i. 1-03 '`n'` 2109 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. svEnnunoHs ore sr,wnwas nEsrw haeos _ - wow o.anor MTL ss. a •ins .ae MODEL#CG23 .r y G1aw wale was w4 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 �g CATCH BASIN C8A88ASS88 SEDIMENT TRAP Rensm: DATE: 1 -04 HUTS NO.: 5302A nF WWE: _ PL VARIABLE 1' HYDRANT VALVE BOX : � �F7. TO ROADWAY 3RETE SEE NOTES 1 a 3J 4 pass 5 Base 2' 3' 25' M►4. NOTES 1. TYPICAL 8' THICK CONCRETE SIDEWALK. 2. USE 7 1 2 THICK FOR COMMERICAL DRIVEWAY CROSSING 3. JOINT ACING AT 5' INTERVALS EXPANSION JOINT SPACING AT 1DO' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE CITY OF C8A88ASS88`:� .` 1-03 9:1Fi II- . r .7 f4.•r 3B3_5214 0.7s.' L 1.5" BIT. WEAR _fir BIT BASE 9-0207 WIN r MIN. RISE r MIN. RISE OR HOPE OR APPROVED EQUAL PRECAST CONCRETE ADJUSTING RINGS Rings shall be set on ABS sealant or approved equal. 6' THICK CONCRETE 27' COLLAR NOTE 2-'IEX COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH vet-1642 OR Md A09 AND SHALL INCL.U� SEli SEAUING VARIES SEE CHART TYPE LDS STAMPED SANITARY SEVER OR STORM SEWER AS APPROPRIATE WITH TWO L CONCEALED RICK HOLES BIT. BASE OR BINDER M IL (1-2'? ADJ. RINGS AND HOPE OR 1AAIL 3-4 "ADJ. RINGS (i-2' RING IWIti PRECAST CONCRETE MORTARR L O.y) ADJUSTING RINGS zr 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/r MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL CITY OF • • •'1 t + s: 08A88ASS88 • lu: • YYg r�/`�'� YyY •Y e a ID P ISOMETRIC VIEW Revisions Date: Description: By: Date: Description: By: x Y i222.02 0 I± � w / Oil a seal \ d EIIY AIo a1T1� 11 I`s_ R C •tf•*J3 �4 011101.111 4tl5 RADIUS = 2MWIM ' Sol \ I \J STANDARD CUL-DE-SAC x Y. a0' RA0. � RAG O RA0. 4" 11A9. RURAL Wr RA9. 40' RNL- 9401E pSi1aETOrD AIE IEASeRD ro B/ac of aR 2Plats fPlatsr CRAGRAM, IADL 11tURAU SHO Cif`( OF:1b'r� • r C8A88ASS88 3s4.2r. 2ex36' elate opening far Neenah R3290-L or soul NOTE L grate whown Neenah R3290-L costing and -grate or equal. 3" Radlus iLeN _� concrete ad},sfinent rings with full E' Cana dd: bade of marts. Precast concrete or HOPE adjusting ring& 0 G' prscwt relnforoed concrete slab, 1 1 Top of bard section blow tap slab to hale fiat top edge sealed with 2 beads of Ramnsk or equal. s �� inta In mae to haw All pmanhole 'Cr mg rubber gaskets. 4 Precast concrete section 2 rr Mal steps, Neenah III WJ ar equal. 16* ao.. Aluminum steps n Dogbousse shall be grouted an both the outside and Inside. It NOTE c o No dock etructuree are llowaa Uj Mini m ni Yob thilawese. 6" for 14' depth Increase thickness 1' for ;.1 �.{6• eadt V of depth greater than 14', ant relnforw, with 1 10/10 mesh. SECTI No drain, hholes,Cr /� r'Q�ti I 1y OF 9?.917c1-oa.t-a3.l-W y.�.i .r i!A]7!:Y1.: 40%• - N:•35: 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: 0 NOTES- 1. Shape of back of buttress may wry as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to ar larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without Interfering with MJ bolts. 4. A = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends k fittings shall be restrained with Megolugs thrust restraints or equal BUTTRESS DIMENSIONS PIPE22 1/2' BEND 45' BEND 90' BEND/TEE SIZE B1 D1 82 D2 33 D3 6' V-5" 1'-$' V-5" V-5' 2'-l' V-6' a, V-5" 1'-5' 2'-1" V-6' 2'-8" V-0" 12" V-iD' V-10' S-4' 2'-0' C-9" 2'-6" 16" 3'-D" 2'-0' S-10" 3'-0- 6'-V 3'-6' 20" 3'-6" 2'-e S-6' 3'-4" 8'-4" V-Cr' 2e 4'-4' 3'-0' V-10" V-10 V-8" 5-C" 30' 9'-3' 6'-0" 1T-0 8'-0" IYIMtt11iH� 1{IMi�ti vtriae. 3Min e - See note 4 CONCRETE SHALL BE A IN CCNTACT WITH A THIS QUADRANT OF PIPE erDUNG UNDISTURBED MAIpML EAw1x CONCRETE 1` CITY OF eil:... \eh....e T.... i.a e..fh C8A88ASS88 v. I" MARUILL OF STEEL CONSTRUMM iml EDITION. BTRUCNWLL wEL° taG cooE. STsc, . o1.1-ea. HCFR teffi-OSH/. SAFETY ANTI HEALTH STANUMDS DESIGN LOADS ALLOWABLEMLEWEIGHLLOAD IOWaIeS. SAFETY FACTOR 2:1 WATER FLM MTE (THROUGH Ml_ ESTER FILTER) 0.470 ch, 3-read t.oT4 ae ®1s nwm MA%IMUMOVERFLMV TE 1.113ch.e'leel AVAIIABILTY 1575 m ig lT herd STOCK ROAD DRAIN INLET PROTECTION TOP SLAB MODEL RD 27 tr rlaaR 7HPORARY PERTICMTM TEMPORARY POND SEED MIXTURE MNDDT MD( 906 O 50Ibe PER ACRE OR APPROVED EQUAL. INSTALL EROSION CONTROL BLANKETS. (TYPE 3) POND BORON eEV. TELfK)RARY SEDIIIIIA94TATION BASH GRADING iir:lTA' C 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 www.schoellmadson com 10580 Wayzata Boulevard Suite 1 554 Third Street NW, Suite 100 Minneapolis W'rinesota 55305-1525 Elk River, Minnesota 55330-1409 phow (952) 546-7601- fax: (952) 546-9065 ' (763) 241-0108 - fax (952) 546-9065 'OP WEIR = 945.25 16" ORIFICE INV=944.38 0 WEIR WALL FINISHED GRADE GALVANIZED GRATE (SPOT) W/ 4'x4" OPENINGS RIM=947.80 TOP WEIR INV=945.25 3RCP 0. 0.50% ~- INV=942.00 ... ,......., 33. _� 60" MHO 0 p$CD 16" ORRICE INV=942.00 STRUCTURE CROSS-SECTION OUTLET CONTROL STRUCTURE NOT TO SCALE VARIES �- 3:1 SIDE SLOPE PROVIDE TYPE 3 EROSION VARIES CONTROL BLANKET SEEDING AND PLANTINGS REFER TO LANDSCAPE PLAN TYPICAL RAINGARDEN CROSS-SECTION NOT TO SCALE EDEN TRACE CORP. 8156 MALLORY COURT CHANHASSEN, MN 55305 INV=939.00 Prl3iect Name/Location= CHANHASSEN WEST BUSINESS PARK CHANHASSEN, Mill Sheet Title; Details 2 Dais 9-2ses Sheet: 8 8 Of SMI Project Number: 62641-047 seep L NEWDOC 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 a Planning Soli 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 In 91F e 0 60 120 180 SCALE IN FEET LOT INFORMATION TOTAL SITE 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 a Planning Soli 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 In 91F 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. SMI Control monument #2 located 14ftt west of westerly edge of bit, Galpin Blvd, and 39ftf 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. CITY OF CHANHASSEN RECEIVED JUL 0 7 2005 CHANHASSEN PLANNING DEPT Date: 7-6-05 Sheet Title: Sheet: Preliminary Plat SMI Project Number: 62641-047 Project Name/Location: Chanhassen West Business Park Chanhassen, MN z le fg Illlllllllll llllllllll lllllllllllll lllll�llll - I NEWDOC • w y NEWDOC ' • • y 7 • % Ly 2_ r_i L_J mein ` 3- -rr r,-r-rr-r• /<� I i -- I I __I \> N89'1558'W - 702.98 J N89'08'31 "W / SOUTH LINE OF THE NORTH 1065.41 FEET OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SEC. 16, rm OUTLOT B 00 N i i W 3 I = 0 i7 ^o 0 I w t O wN g O O� Z Sri x ILO a� x� w w I rw w� O w w0 I Z� J � �< �a 5 N89'31'55"E r�T]l r'r' i �1JL_ -- --1229.63 1279.65 -- 83.81 S89'08'31 "E 39 55 NI I N OUTLOT C of NII p \sj SOUTH LINE OF THE NORTHEAST OF 'a \\ THE SOUTHEAST QUARTER w 442.85 N89'08'31 "W I I � r� \Y N L \\G`S2 4' Cj 094 N I O 0 L0 50 �� CHANHASSEN .r- oil ./ IDr I� (Ti It N I p w to I r, N t;0 W I I IL 1 I j I m n I I m ` I o _ — \ 0gl, Jl " \ R=6p / � N83'34 03„ E WEST BUSINESS PARK 508.68 — — — `�8� oi•`o7'?'O 0 514.97_ __ •TI o L-34.13 112_14 Nrn S o 72g _ = 276.87 / y o =32'35'14"84 ;16� Scams O 238.10 o 15 q I 00 2 2 D <��, c0I �m c�. 1 I � o N LP I �oo�a o0 r r v ��0 1 1 I w torn to ' / S:p oo� v 1 ZI II 3 /\v��'c\ ��a�' hN�ry 11 N /IJJ u' I u 0-_ � `L N I I C6 \,p yy.94 s— w ��RC�E 0o N De f<' <. occ�/ 79.06 25" N I -O6//6 ti^o'` "� / \ 24� 6. R 230.00 CREEK 5 327 w N: \ 1 j 22 59" 7g•O6 25 378.84 — — — L 197.92 444 is4p� �'� NQ, W ° 1 A�:�. _ 576.76 o~ 1 p 1 N89'31'55"E IJ `° N o (A JOD N OUTLOT A r , \y 446.56 \ I CENTERLINE OF CO. RD. NO 18--\ 0 L=124.39 (C 1 R=868.51 SAH. A=8'12'22" \ CB=S85'25'48"W \ S00'29'1 YE i 100.02 0� 1 1 3 all 1 z of IM w` �IIM 1 N - 50 ►\y 1 50 I � C.S.A.H. NO 18 / 400.03 - -N 89'31'55"E- - 900.92 NO. 18) 1 `�O• I` I739 o S6p6r7R G I—i -�� L=357 I \ I I � � A=23'24 53*5.67\\'�7� LYMAN BLVD. T 1303.51 N89'15'28'W j — — 1303.57 — — S89'15'26"E— SOUTH LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SEC. 16, T. 116, R. 23 — J 50.53 S00031'130E `� �� o 4S N00'31'13"W��/ �d R�9gs is. 100.02 8J? o 4 %6. 8,51 \ �\ Ce\�•S9a o \ SE COR. OF SEC. 16, r 0'a SW COR. OF SEC. 15 (CARVER CO. MON.) > W N vi M • — Denotes 1/2—Inch found Iron monument 0 — Denotes 1/2—inch X 14 inch set iron pipe marked by License 19839 — Denotes cast Iron monument (Carver County) No monument symbol shown on the plat indicates monuments to be set according to Minnesota Statutes and which shall be in place within one year of the filing of the plat. 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. VICINITY MAP NO SCALE ,\rO I (CSw" H6 ISj w.x aw. SEC. 15 & 16, T. 116 N., R. 23 W. Drainage and Utility Easements are shown thus: —d H CITY OF CHANHASSEN RECEIVED AUG 5 2005 CHANHASSEN PLANNING DEPT 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 plat. SCHOELL & MADSON, INC. ENGINEERS * SURVEYORS * PLANNERS SOIL TESTING * ENVIRONMENTAL SERVICES SHEET 2 OF 2 SHFFTc i NEWDOC NEWDOC m--- v�� • R Y . •i r R 1 i'• 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, 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 20 . Av 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 come 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. Volk and Jone Volk, husband and wife, have caused these presents to be signed this day of , 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 County, 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 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 20 , by day of 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, Sub(.. 2. All monuments are set as specified by the City Council and as stated on this plat, according to Minnesota Statutes, c -5.02, 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/ry op C RECHV"- SSe,V SEP 0 6 20�5 aNANNASSE'hl akANNNyG pfar SCHOELL & 1 AIDSON, INC. ENGINEERS * SURVEYORS * PLANNERS SOIL TESTING * ENVIRONMENTAL SERVICES WIFE 9 n " 07PPlr T- -r r• r1-r-rr-r. �(1 I 1 LJ I I L_I� ♦.) N8915'58"W - 702.98 / N89'08'31 "W / SOUTH LINE OF THE NORTH 1065.41 FEET OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SEC. 16, / OUTLOT B co N co 1I7 u1 N 5 r--L - - N89'31'55"E F-i - ----- L_ - - - - - _ 508.68_ _ F-i rI I r-i <a_ I PLA Rv]-%r-r- • J,J,t-r •rr�, i FCR 1279.65 - - - 1229.63 /�-83.81��---------� �/ 1 "442.85 S89'O8'3E N I '4A•16i i I I N89'08'31 "W O O 3955LO 50 II II CHANHASSEN NI I N \a OUTLOT C NII - p j SOUTH LINE OF THE NORTHEAST OF THE SOUTHEAST QUARTER II r� N r♦y L <♦�, \V\sS240 , 249, 9 J 4 A:) �- 51 1 ps. �/� �h WEST I I I r-7 BUSINESS PARK F 3 cowi - - U r 0o Ln y Df O� it cr [•-i to I r. N I N� sca W I Z • =r r I Z m - - 609.1 R=6p D N83'34'03"E 514.97 r' 0 r276.87 i o I1 tL N 1 .� 1 _ 1I _ I I? t f rY •♦y LA COi+ 1-1 o X,1 to Y 1 ram' °' II 273.68 � 4 53.9J 62 " 3206 25 W 1 CiREEK 57 327.62 wi 1 00 r • U_J V 1019 I < 1 `•c O1 I 1 1 ry N r w N L-- N� D~ 1 OW tl �p N - cn IIJa �W 1�� • ~�I L 3' I t I I to0 14- WO O 1 00 co zx It 2 N-coII� Na I l r 1 N OUTLOT A N IM NIIM W o _ 1 r♦ \ t/ I I r \ I • 50 50 y I e!L �� I ♦y ' ♦ < I - - C.S.A.H. NO 18 I ( �pc• .4411 .ip,26`p •1st �V / m �!� <�♦; / 0 3S3 6 i ♦v 446.56 - /� - - 400_03- - - - J / - p \ I c I ; -- - _ - \ lx� 1 �- 1017 / 1018 1 - I O ' li--N89'31 55'E_- -� 0 1 L=357.83 � \ �� \\ I`i CENTERLINE OF CORD. NO 18-\- 900.92 - - - - 'a - d 23•24 75 67 I \\\ I \� 53 L=124.3i9 R=868.5," (C.S.A.H. NO. 1 S) LYMAN BLVD. n=8'12 22 50.53 , ce=s85 25'48"w S00031'13"E1303.51 \� S00'29'13"E N8915'26'W 100.02 - N00'3 1303.57 - 00.02 < \ - -- -�--- - - s89'1526"E _ \\ - - - - - - -- SOUTH LINE OF THE EAST HALF OF THE SOUTHEAST / SE COR. OF SEC. 16, , '08JIF QUARTER OF SEC. 16, T. 116. R. 23 - SW COR. OF SEC. 15 - rI (CARVER CO. MON.) 1- � W no 0 p N O IO O� 2 C LL 7- ILr) N ~ I a� w W TW M 00 w z� J 3=O 1 I 2 0 a 1 j2.1 NM V ' S O 7,L3 40 L=34.13 4 =32'35'14" 116.E s� 0 r-- 238.10 / 14-76'59 54"E \ >9 1 5.550 L �o " •5,03 2 oil ^o .o. yO4)orOCV o ; 3 Ad JCV �.��.55°'1O Q 00 \ \a 378.84 - - - L - 197.92 _ 576.76 _ - / f N89'31'55"E 6 �122'59 a44 `3540a / 4° 100 0 50 100 200 (SCALE IN FED' ) • - Denotes 1/2-Inch found Iron monument. 0- Denotes 1/2-inch X 14 inch set iron pipe marked by License 19839 : - Denotes cost iron monument (Carver County) No monument symbol shown on the plat indicates monuments to be set according to Minnesota Statutes and which shall be in place within one year of the filing of the plat 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 0'29.1Y W. VICINITY MAP ff NO SCALE v i \\tK C3Q N LiLAV M0. BLW. SEC. 15 & 16, T. 116 N., R. 23 W. Drainage and Utility Easements are shown thus: I--5 5 r10 10-1 --L - - --I 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 plat. SCHOELL & IAA , 9 Oa ENGINEERS * SURVEYORS * PLANNERS SOIL TESTING * ENVIRONMENTAL SERVICES RHCrT 9or17,"4 z m *Mmmm� 0 ow��ar . NEWDOC NEWDOC . 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. 1i116111!, 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 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 , 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. m 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 fled 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 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 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 TESTING * ENVIRONMENTAL SERVICES anrm i 1 yr L amrs IlJ �op F—� F—i L— < r_ r—, tMe *1 L Q <r- i e) f 1 <3 rrI < 1- i— - - - - - - - - - - SOUTH LINE OF THE NORTH 915.41 FEET OF _1HE EAST HALF OF THE SOUTHEAST QUARTER OF SEC. 16. -rr r1-r-rr- rRr<� I LJ I 1 L_1 �> = — _ N8915'58'W 702.98 N89'08'31 "W / SOUTH LINE OF THE NORTH 1065.41 FEET OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SEC. 16, =LET -B I e 5 Lo II" • t Drainage and Utility Easement w 3 I=> � O � �N 4 oa� o Iw Z ¢° L Z: I N� I w w �w N w0 I w zof IO J w of of rn a -- -- -- -- SCR DOC. NO. O 1�1 J /i I LLjI� _ I WEST ,40285 '---- ICHANHASSEN 442.85 89OS'31 "W I : I BUSINESS PARK I I N \ N OUTLOT C oiler I t? - - - ��'0 SOUTH LINE OF THE NORTHEAST OF 7 I 3 II 1S4' I 1 OD •N \\ THE SOUTHEAST QUARTER — D G� I H JL RTj1r•-r- Jug_ 1279.65 - - - 1229.63-- 3g7'S5 83.81 S89'08'31 "E 3IIN M w I;Xl 4� ro `y w <� I to00 \\ 14, LA \S6 M M 4;1 JV Drainage and -� 9 \\24t7 . •99 II II -14 Utility Easement \9 F ti yry' A 'AN _ — �t 378.84 LO 69• N89'31'55"E 15�8j609 508.68 1 J, 4=60 00'0804 2 a� 10 II wl I LO LO 0 o- wl Ico N 0I IN At 10 LO _ 576.76 N89'31'55"E co OU TLOT A y , , �N - - 446.56 \ I CENTERLINE OF CO. RD. NO 18- — L=124.39 (C. S A H R=868.51 . / A=8'12'22" \ _ CB=S85'25'48"W S00'29'13"E i 100.02 197.92 900.92 N89'31'55"E N0. \\ 1vig� U, " J o n R=6 N833403 ` tp o > o 0 L- Si p 1 1 W 411 _/ rA N00 N tr 1 io LM " 0' N Co 2 Zero 1, NI 1 'A (T �• �� I ^ o. 01 1; � 1 r--1 T4 to 14 to CV 06 �j L6de /i�o�� Al�3 \�\�ds•225930.00 I 0�R 327 25"`N n ;r 62 :x_ -0 V A0 44 3S 4p ` / Ln N _ 20` 10-1 I 11 N III ~Zn 1 1 W Oo 3 o I to I zW 1 2 - 14- NI IL 1 Q7 1 1 M O M wl, IM NI I 1 I 50 Tom\ 1 'Q� \7S I — Drainage and Utility EasementQ� �10 15 \3 2 9 1 i 0 1 400.03 0 18) LYM AN BLVD. i 1303.51 o N89015926'W 1303.57 _ �- - - S89'15'26"E- SOUTH LINE OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SEC. 16, T. 116, R. 23 - / 1 ' N I 10O r-, _ o 0=23 '20,090 v 50.53 S00'31'13wE `� �\ h� 4641 4- 3s'w N00'31'13"W<� 100.02 SW COR. OF SEC. 15 (CARVER CO. MON.) U E S 100 0 50 100 200 (SCALE IN FEW ) • - Denotes 1/2-Inch found iron monument 0- Denotes 1/2-inch X 14 inch set iron pipe marked by License 19839 Denotes cast iron monument (Carver County) No monument symbol shown on the plat indicates monuments to be set according to Minnesota Statutes and which shall be in place within one year of the filing of the plat Bearings shown are based on the West line of the East Half of the Southeast Quarter of Sec. 16, T. 116, R. 23 having on assumed bearing of N 0'29'13" W. vicn= Map • NO SCALE I t C40 > G� .moo SEC. 15 & 16, T. 116 N., R. 23 W. Drainage and Utility Easements are shown thus: 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 plat. SCHOELL & MADSON, INC. ENGINEERS * SURVEYORS * PLANNERS SOIL TESiiNG * ENVIRONMENTAL SERVICES MLL1 Z Ur Z ZIMLL M his . t. NEWDO NEWDOC ti PRELIMINARY PLANS FOR: CHANF9ASSEN WEST BUSINESS PARK CHANHASSEN, MINNESOTA PREPARED FOR: EDEN TRACE CORP. TREE PRESERVATION, SITE, STREET, GRADING, DRAINAGE & EROSION CONTROL, SANITARY SEWER, WATERMAIN, STORM SEWER, WETLAND MITIGATION AND LANDSCAPE bd CWtAO" $MAL( Xwk0L RiBUC V4.0" rON iaArr,Y Of ALL AA�DE ,woD WiREk CA1,9LES, CpNpUIs3, rlm. :wwsfLC, VALVES OR OTMC SUCO STtUMCK tETORt acmNc CGNttACTCR SMALL k(MR OR RERAC( TMt APOAt WICN OAMAOEO CVRiNO CONSTRLICTCN Al NO Coif TO hat OWNER, J �1y La f rp i C11 jlASSSEN%V u�7K r W+bStAK AWIQR4r\wl r--....A=---- i"]f"yCyfy6 .✓ n. . 69 A. 8:99 Wood (Ry��T",..,tiA C4 • -7T �Cp ni .. ✓ LOCATION MAP NO SCALE SCHOELL & MADSON, INC. ENGINEERS . SURVEYORS + PLANNERS SOIL TESTING • ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD MINNETONKA, MINNESOTA 55305 SHEET INDEX 1� W PUT 2. MTF4 O"T*4 RAN 0. TREt ►ftSWAVN Rµ /, TREt ► CURYA" VMS a pFam*p, AY vrt R rftLNRNARY CAI wl " 7, rREUWAWyY pyERALL LrIRY RAN !. PylLIG VnM SANITARY S[WER A WAnk"M RAe A rRO U !. rV9UG STORK UK* RAN A rRG u 10.. W[TLANO "TrAybm RAN, 11, TX1'Aht 1;.. LANOSfart RAN 13, LAN stet MKI f KFKP CCRTLFY 9W " RAN WAS #WARtp !Y Mt OR VNPER My OiRECT SUKRYGON AND GMAT 1 AN A MY *MSTEREO rRGltS51DNAt. ENGkUt VNOLR rMj LAWS C, WIN Of NWNEWk CITY OF CHANHASSEN RECEIVED ,SUN 17 2005 CHANHASSEN PLANNING IDEPT SCANNED 1 of 1311 HIM i! I�L�1 !L I" U 3 t r �' �r•it i it i PARK a THIRJD �,» �. � . .�- ••Y'ar+� �1._r.�i.r��+-F!%� S�`�,` �� •�� - _ YNvf14YL� ' i11 .1 _ _ � �j f q'� .•• .C.�. f a bi ek \ex ` s ! 3 �x 1 4 �a••f a'a'.i1 I •}`yt—..•' J rsl / '•'••• .'�'d:.`. �Y,/ r �y�� lm♦i � p r♦ i• g yy' � �\YAa• ..ii tiyti ,. �. fI�} i.�=_ _�RIl•�f/��'l tPi1Y� ' �� y � � � -�••o ,�f✓^'/+f/!}I Y i � `f a r•<+`• I'm `t< � ��_� ' ' '� � s ��Q.� ♦ � —.� _� __ —"-. � .� w � � �� 3 �� G �gi a j� fl i t�' `,p ° � 4 - � ♦ ii •' w,.�-.C. ,.'! 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"r"`;'':: �:..,u�.. - � . ,.,.... j � �F i Y �� , r �Y. �' s3 • � f ' • a its 5 r •I IE xe Egs tl:tco � �j� q as �3 � Tom..., � ..� §�� p F; ;/ •` SL j ' 3EYi .y i y tt SS ai Y t zil M$# 13 1 ; 4 $ t 1 Z _ Cb ■R ss ,' f .y yyt •q s EEIS •. pgY It 3 • "Y� 8s � H � •� �� 4 es M111 1 II 11 11 ii � x w.A 444 �i+.-. y.,.... r,_..�� -�-M�,.. err. - _. � •D-..`-.w'...,. �.w- �---- ZIS � R 1rr ((i R 4 { ■ A i' • affiE a� YiQ x3 �it{ji€ ;�C #. A a-? . XA a +f'1t YAM �� if ;)NIX} YAM! a� '1 �f= �€ � �385� P • b i ?A f ai�e :� g sill i a�S AA OL Al.vzl. 3 1t� ; EfsQ l;1�&laq{,i8� r4asEaci #� �i lid e$a €+�1ii-14, ' +� gF$ ' E� : ■ ,� ♦ 88 g �F' gy `d g E�3�1'�x4 g 499 2a , I 4t k 3$47 i� d 7g•a G Is x g 41 43 faxi�a fill!3; �L 1jit i W 9�. • P k + 96 \ x 9!r! Evcg asnr > Y r r aan x g asa.0 vS 1 emsz I i S � \ 3 C' t J✓' tadoa la � x;. ,n - 8 n aY 4 � --•>-v-.\ate. ` ' k�} �� R 7f! R 1AE lRAt dR R6 RRR RRlR�R lR�R g§ R 6$�'E P Jig NI 'i F • A; - . r • Q a{x5 a � s •,qc F} s! .R C k iF I$Tj€i 3 ii�= li � wjl iB 1 Agsa �$ 1 o q C. Eye : �R�� L ��" •i as 3 aR3a I i� 3 $ �� a��eS$ � xa��i��;¢� � R �� IeG�� SaR �► ii'�R �R��: �'� p�p: .�A 3� �� s 3 •�i - t e ' 3a e= € .R Ig4t i IS't}i;�§ pall $ .d I< Ai !} [ r f -4a "{i ti lilt s"i. tIs 4_s3 " £ A a■ = a s 'x� iti�jf� L. � a33 �Q�� 4�# � �� a��a��E ��■}��! �p�Opxx m if St fH A 9 9 R a $: R a $ H111 Y �r{{ f# f lie i fn r•I o a O. = r V 01 A 4 A v v n n iy I PARK TNIRb 3 f _ � i • ','. . '. C`.,� Iyy 7 /� , f t�_ J � � j(//f/ :y/�� \ y }�.`•s" p •'' � ' ' _� E � f i i � i .. JJ I `w� ''�' ''. �.•: J/ :`w•:y}l,•r* .'O •1'il� + � ii � I� � �f' j p� 'i• � 4� �`.>._ _ _ �� Yljyyr�_' rF • --'# � � _,n.1 � —� �� t+71: E woi Ij lc { COD 31 it, / ho, ► .. *V .. 1`,j •'y,f'�fS�3".•a-g•i .y,-1 •- Ih=+1j1 4-.E- Co +1 i u } 1 p!) p6 i Y P b •y X � 4 o � � a n f Sg 4 ems p jAl U x jjrx V A X% Y iA.$ � AfA ' i� e`p# 3 x4 v� � Ax a ex x su z i 1 e�Oil xx Ij11$1 s:= i4 Q irs i gttl� n � 2111 1 z y MQO sR y? ` y� 4ggsg # Ills Tiw i NE.WDOC Please Check the Addresses to create Labels for: Blue Box = The parcel(s) the Buffer was created for. Rest, Boxes = Owner/Address duplication. F 4275 NOREX LLC Frkrzaj I ROGER A & GAYLEEN M SCHMIDT JEFFREY A & CYNTHIA L OLSON Fj I I GINO R TENACE & ROBIN S MARSH-TENACE I C I IJEFFREY J& ANDREA R SEBENALER I 5354 PARKDALE OR F SCOTTT MURPHY & LORI A BOETTCHER-MURPHY 2550 BRIDLE CREEK TRL CURTIS J & MARGARETA ZOERHOF 2530 BRIDLE CREEK TRL EgREILLY M DILLON & STEPHANIE GIMBLE-DILLON 2542 $RIQLE CREEK TRL STEPHEN D & PATRICIA V PETERS 1[2W6 BRIDLE CREEK TRL DAVID E & MONICA L KILBER 2470 BRIDLE CREEK TRL RIJEANNE M LINDBERG 2480 BRIDLE CREEKTRL ALAN W JR & CATHERINE D HECHT 2490 BRIDLE REEKTRL TIMOTHY R CAHLANDER & KARLA B PLADSEN-CAHLANDER 11 2495 BRIDLE CREEK TRL REZ ALEXANDER D DONALDSON & ALETA M DONALDSON 2460 BRIDLE CREEK TRL [91 STEVEN G & DEBORAH A WATTS 2563 BRIDLE CREEK TRL MICHAEL.0 & KRISTIN M MATTSON iLi 2560 BRIDLE CREEK TRL i2 CRAIG W & DANAAJOHNSON 2450 BRIDLE CREEK TRL THOMAS M & MARC [A A KLAOEK 2491 BRIDLE. CREEK TRL F FRANK J & REBECCA A LAENGLE 2440 BRIDLE CREEK TRL LEGEND HOLDINGS LLC C/O LEWIS 11750 OLD GEORGETOWN RD APT22E?2 F WILLIAM G & KAREN N LOOMIS 2567 BRIDLE CREEK TRL V2 JAY & FAITH M CUTLER 2430 BRIDLE CREEK TRL tz i CHARLES L & BARBARA C NICKOLAY 2420 BRIDLE CREEK TRL NKARILYNN KIRMEIER 2410 BRIDLE CREEK TRL STEVEN W & SARAH. S DALE 2487 BRIDLE CREEK TRL -] SCOTT & AMY C KAEHLER 2380 BRIDLE CREEK CIR GENE M & BEVERLY G HERMES 2571 BRl OLE CREEK TRL t DANIEL R & SHELLEY R LUNA 2483 BRIDLE CREEK TRL cv SCOTT P & LESLIE M LOEHRER 2370 BRIDLE. CREEK CIR JEFFREY L & HANNAH R CROMETT F2471 BRIDLE CREEKTRL CLARENCE E& LIEVA LSCHMIDT 2461 BR[QLE CREEKTRL IMINNEAPOLIS. MN 55416.16031 I CHANHASSEN, MN 55317 -8413I CHANHASSEN , MN 55317.9372 CHANHASSEN , MN M17.9372 CHANHASSEN , MN M17 -9369 CHANHASSEN , MN 55317 -9372 EC HANHASSEN , MN 55317 -9372 CHANHASSEN . MN SW17.9372 CHANHASSEN . MN 55317.9372 CHANHASSEN , MN 55317 -9369 CHANHASSEN , MN 55317 -9369 CHANHASSEN . MN 55317 -9369 ]CHANHASSEN, MN 55317 -93691 ICHANHASSEN . MN 55317 -93691 (CHANHASSEN , MN 55317 -93721 CHANHASSEN . MN 55317 -9372 CHANHASSEN , MN 55317 -9369 CHANHASSEN . MN 65317.9369 CHANHASSEN , MN 55317 -9369 ROCKVILLE, MD 20852 -2652 CHANHASSEN . MN M17.9372 CHANHASSEN , MN 55317 -9369 (CHANHASSEN , MN 55317 -9369 FHANHASSEN. MN 55317 -9369 CHANHASSEN , MN 55317.9369 FHANHASSEN,MN 55317E CHANHASSEN , MN 55317 -9372 CHANHASSEN , MN 55317.9369 CHANHASSEN , MN 5531T -9338 CHANHASSEN . MN 55317.9369 CHANHASSEN , MN 55317 -9369 SCANUM LRIL u� 1E CRAIG V & NINA F WALLESTAD 2475 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 ANGILBERTO HERNANDEZ & LAURIE HERNANDEZ 2451 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 FR]i THOMAS J RADERMACHER & JOELLEN ANTONSON RADERMACHER 2479 BRIDLE CREEK TRL CHANHASSEN , MN 5531E-936:9] PAUL M & CONSTANCE M PALMER 2360 BRIDLE CREEK CIR CHANHASSEN . MN M17 -9338 R STEVEN J & NANCY J CAVANAUGH 2441 BRIDLE CREEK TRL CHANHASSEN , MN 55317-9369 PETER & LUANN SIDNEY 2431 BRIDLE CREEK TRL CHANHASSEN , MN 5583E-9369 1-91.1 BARRY & MARY L LABOUNTY 2421 BRIDLE CREEK TRL CHANHASSEN , MN 55317 -9369 ERODNEY H & JANICE C MELTON 2413 BRIDLE CREEK TRL CHANHASSEN , MN 5531E -9369 MARK & CHRISTINE FISCHER 2407 BRIDLE CREEK TRL CHANHASSEN , MN 5531E -9369 R ANDREW M OINGMAN & STEPHMIE J DINGMM 2403 BRIDLE CREEKTRL GHANHASSEN , MN 5531E -9369 CALVIN DISCHER 5476 WOODLAND RD MINNETONKA, M=5W45--%58 RICHARD B BURY 4175 TRILLIUM LN E � MOUND , MN 55364 -7730 SAMUEL O & KIMBERLY A STIELE 2375 BRIDLE CREEK CIR CHANHASSEN , MN 5531E -9388 {i/ MERLE D & JANE VOLK 16M GO RD 40 CARVER , MN 55315 -9635 JEFFREY D & REBECCA R BRICK 23&5 BRIDLE CREEK CIR CHANHASSEN , MN 55317 -9338 MiCHARLES E & DIANA L KIRCHOFF 2355 BRIDLE CREEK CIR ICHMHASSEN, MN 55317 -9338 KEVIN M & CATHLEEN A DILORENZO 2382 STONE CREEK W W CHANHASSEN , MN 5531E -74i3 WILLIAM G. JR & PAMELA FRANZEN 2370 STONE CREEK LN W CHANHASSEN . M=SMI7 JAMES A & LAURIE LISIGNOLI 2356 STONE CREEK W W GHANHASSEN , MN 5531E -74i3 91 CHARLES O & ERIN M BUSALACCHI 2342 STONE CREEK W W CHANHASSEN . MN 5531E -7413 LBI ACQUISITION CORP C/O CHEF SOLUTIONS: L PETRICH 20 N MARTINGALE SUITE 600 SCHAUMBURG , I=60173-2417 0TOM & SOMMANA MONTHISAE 81 STONE CREEK LW HANHASSEN , MN 5531E-74132 NRICHARR & CHRYSAUNA A BUAN IF STONE CREEK W W CHANHASSEN , MN 55317 -7413 RilWIw A & LORRAINE RODRIGUEZ 1[23-57 STONE CREEK LN W CHANHASSEN , MN 55317.7413 RI] 1DAViD G. & YAEL M RUBIN 2345 STONE CREEK W W CHANHASSEN , MN 55317 -7413 BRIAN C & SALLY L SNABB 2333 STONE CREEK LN W CHANHASSEN , MN 5531E -74i 3 THOMAS E & MARY K WITEK 18 STONE CREEK DR E CHANHASSEN , MN 5531E 7403 FED] JEFFREY J & ABIGAIL M WILSON 2332 STONE CREEK DR CHANHASSEN , MN 5531E -7403 i/I MARK SUNDQUIST 2374 STONE CREEK DR CHANHASSEN , MN 5531E-7403 JAMES D & TRACI L LEONARD 2360 STONE CREEK DR CHANHASSEN , MN 5531E 7a03 V JOHN F & LAURIE SULLIVAN 2346 STONE CREEK DR CHANHASSEN , MN 5531E -1a03 THE NORDICK GROUP INC 67512TH AVE NE WEST FARGO , ND 58078 -3502 I (v11 RODDY Y & LAURIE LW ZIVKOVICH 12337 BOULDER RD CHANHASSEN . MN 66317 -7401 n THOMAS V & BEVERLY L ANTILLEY I z 12361 STONE CREEK DR ICHANHASSEN , MN 553t7 �fi403� ..�JJJJ JOSHUA T KRIENKE & CHRISTINA A KRI ENKE 2375 STONECREEK DR �`E DANIELJ & PAMELq,1 CULHANE 2333 BOULDER RD ALOTA PROPERTIES LLC 4035 NOREX DR I✓• JOEL E & HEIDI M LEHRKE 2329 BOULDER RD �l I JEFFREY J & KARLA M ALTHOFF �—`V1 IEELELY K MORLOCK & SARA B ROMANSKI-MORLOCK =:Evll DOUGLAS VERNON JOHNSON f CHARLENEASTENDER [VI �I JAMES M & JENNIFER D LARRANAGA Ell DOUGLAS G & SABAH P HIPSKIND 2111DONALD W & CATHY BORGMANN E111RORYD&AMYJLEA R111GERHARD & HELENE A SCHOCK 2 DELORIS B HOLASEK LIVING TRUST CIO DELORIS HOLASEK :EiIISCOTTT&NIGOLEM BRUSH MICHAEL & JACQUELWE R MROSKO tv.f RICHARD F RIEGERT CIO RIEKER ENTERPRISES 9-5 CHASKA WATERTOWER MINI STORAGE LLIP a CHANHASSEN . MN 55317-7403H�+' CHANHASSEN . MN M17.7401 FCHASKA, MN 55318 -3043 CHANHASSEN , MN 55317.7401 M26 BOULDER RD CHANHASSEN , MN 55317 -7401 2325 BOULDER RD CHANHASSEN , MN 55317.7401 2322 BOULDER RD CHANHASSEN , MN 55317740 1 2321 BOULDER RD CHANHASSEN . MN 55317.7401 2318 BOULDER RD CHANHASSEN . MN SM17.7401 2317 BOULDER RD CHANHASSEN . MN M17 -7401 2308 BOULDER RD ? CHANHASSEN . MN 55317 -7401 2313 BOULDER RD CHANHASSEN , MN 55317 -7401 2309 BOULDER RD CHANHASSEN , MN 55317.7401 8610 GALPIN BLVD CHANHASSEN . MN 5531T -9413 2301 BOULDER RD CHANHASSEN , MN 55317.740t 2305 BOULDER RD CHANHASSEN , MN 55317 -7401 7875 187M ST a BELLE PLAIN E E. MN 56011 -8932 149 JONATHAN BLVD N CHASKA , MN 55318 -2342 11 111101111F PRELIMINARY PLANS FOR: CHANHASSEN WEST BUSINESS PARK " CHANHASSEN, MINNESOTA PREPARED FOR: EDEN TRACE CORP. TREE PRESERVATION, SITE, STREET, GRADING, DRAINAGE & EROSION CONTROL, SANITARY SEWER, WATERMAIN, STORM SEWER, WETLAND MITIGATION AND LANDSCAPE I,M� towmALroR s1+ALL c�L rT4" Lint' roR L„p�ArgN a Au LMOLRCeOLNJD wurLf. G�BL[f LOMpAK, s►[s. W�1p�� YAUEf OR p'Moe BURIED fTrRy�CL7yalf KiORL OCUN6 U�u.utc�D p�,ww�G M�MSYRuvrq r ACE wo coat ro �or+�[R�. y SHM7 V;= 1. mu S,w i. E%�5" COhIO T04 vvm f. THEE ►oxw-w om ►Uw- roR kullE ce 00-Y f. "a ►RLSLRVa" D UUT M ftrtto CL ONLY S. ►RLL10041RY Su ►LAN R ►RCUMDNW OMN4 ►LAN. ►LR AElERt ONLY 7.. ►REwI.' " Oyu,"UUM KA" rM WIMMM MY ti ►L" CAM SANR+R1f SLWGt k w nla ►tAN • ►*VU IN. ILOX MFM SEWER FLAN t MOFIX W wm" mca*m ►LAN IN. "mu; 17.: VA=Ai[ DLrA1.S 1 SgRLY+ OLfSIF"/ bw 11Ws ►LAp WAf ►IIfyARLO BY ML OR LIVpCR MY 0REcr fVDLMwfUN AMD Tl T 1 AM A p.L.Y RL vE90 ►ROrc$sc % M WER LI+DER T+t LAw$ Of"fwt Of lAMCS0%k MrG.-e.1r.11_ kEA NOQ. x CITY OF CHANHASSEN RECEIVED LOCATION ¢„ SEP 0 6 2005 SCHOELL & •MADSON, INC. ~~" ENGINEERS +_SURVEYORS *PLANNERS CHANHA$SEN PLIWNING I)EPT SOIL TESTING * ENVIRONMENTAL SERVICES 10580 WAYZATA. BOULEVARD MINNETONKA, MINNESOTA 55305 " lot 18 �� r-----__---- a i • ..........�1 l y 3iiiif > ••.. • is . � � � i � .- I f "" '-- It I fl ~ • I � •• � � I I I /. g I►� I WMI ! • 7 �A31 g9 p� i Ilfill O INK ;ice [j !• �(:"'g� € g ' e Hit F ♦ ► ► a. 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K l t x • . ♦ . e F - 1 • . .. 4 e BUSINESS,PAR CR 00��0. 00��0. >i r a S .> x - ,• a S, i_ e :: - - -: - _. - '- _ - __ - a - _ a n a c - = t _ `. ` ,. v - _ - _ _ is 1 - - - = n - r y e R •W e -,X 1. _ E5 KNOW ALL mm DY vEm PRDm That Uerte M Volk ad Jane Valk, huspord and .tfe, fee owners. of the folowhg _ '� STATE OF i1bANE90TA = COUNTY OF [ - a . desvbed property ottuated In the County of Cover, State of ubvn ot0. to rtt : r = for hstnimant was f T►y b. � ins this day of . Dy ae That part of the Fast Half (E1/2) of the Seutheasl Quarter (S!A/4X Section le. Tgfns* Ila, Rings 23 West, stitch pee DaJd C Nkkde, land SLrvere. South of the North 915.41 feet, wesWy of the centvihe of County State Aid Hlghwwy Ho, M and North of the South 700L00 feet, occordhg to the pint -thereof on fie or of record h the Of&* of the Coon Powder. Caner Coun! h y. . tH0 itM,eeot0 ♦� County, a s , w♦ ,_ � a • _. C�anrPums, -, ,. lay . exptes.. ...."..,..... ,tr ,b a• ALSO T L ornsirp 116 Nort?t,.R I,Opart 6f the Sauthraet Quarter of the Southrsit Quater of Section 1!S T ange ZS 1Mest, tying oaiNTY StYtVEYOF; Carer Cow tJhnesota � _ westerly of the centerline Ofthe County State'A1d Now 19 and nortAafy of the oeMerh,e of County State, Aid Highway No. Pursuant to CAapler 385, Niw,asota tows of 1871. prat l,oa been approved this day of - 1$ Said property behg suDJeat to easements fa roadway pksposes for County Stata'Ald Highway 18 and County Stets Aid = '„ , � = r Highway 18,-ocoo►Chg to the -Plat thereof an Ito or of record intheoaks of'the County Recorder, Cavor County, > = k a . _ By ,- DWOPOV !=an the fiat per: deeabed above the WoWhg: - ' • - ,. e _ John L Freemyr 4 , _ -:: ,. - -_ - County'Surwyor .. Cover .. - Al. that Part of the South'1=00 loot of the northrrost loot f th WStat t Quarter of Section is. w4r Township ilk A-vo A Cover. Coup . Uinesoto y e Aid Highway19., according ooff this or4st d,i o t t. to the plat thereof on fie or of record Inthe ofGu o1 the County Recorder. Conwr County. U nesota i �_ ' 1RHRHL+6TA ti _ the sane to be surveyed and potted os GUNHASSM WEST t'.�SS PARK and do hereby dorab`a,d r = Pkt of CHANHASSM MEST BU581E55 PARK ,ros apProvwd and accepted b 1M Caa�ci of the r _ n y � : ..' : dedicate to tM pu Aa for pubAc usr for w the hlghways, cirde,.. ad dsc dedioo ti+q the easernants !or drolurQe `and utitty 1diw,eso o r mea held this of 20_ ad b In oomptW" _ with the prnbbns Mi nesata Statutes. Section 505AJ. SuM 2 AI moron ants we set os spedfled D the CH Causal , • purpoees-only as shown'cn the.plat - , and os stated on thb plot oxardhg to L kr~taStatutee. 505.02. Subdr 1. Y " In witness whereof scid,tderie D. Volk aid Jens Volt, tv*wd and wife> how sawed these Presents to be signed th& am CmWx Cr THE CITY Cr cHAMLAMXN1 itPMWTA _ may: Of . 2O— . • _ ` SK*XD. Hefe' D6 Vole and Jane Volk husband and wife . •By ' By La�w Clock = BY e liarte D.Volk �� AUDITOR > ra . . By • 1 hereb y that Uwe are deihquent taxes paid for all years prior to 2Ocrb _ fob lad dssd on this plot and 40" Voile bonsfar Doted this day of 20_, ' Mat Lundgren, Ca+wr County Audtar ` - STATE OF llNNMTA , W. 'J COMP OF r • :.: r The farrgo" irutnsr,ent was odamwledged before ins thh doY of a . 20_ , by COIR:TY TREASURER , • > < ." .-the of LIeHs V. Vaac and .lane VoD4 F bond and wqs . . , , -xrb 1 hereby certify that lmrss payable for the yew-20_ for lands deed on this Plot w C1tAMHASSM VMT.KISF= „ PARK how been pold this _ day of..: — 20— - ' ' a Hlatory Pubpe, Count y Uhnesoto k t Tan Kerber, Caw► Coaety •Treasurer = , u loY Carwnisekn . 20_ F , $r _ k' I hereby, eertlfr Mint I hari surveyed and platted the property desorbed an -#As plat os-CHHANH ASSEN WEST Bt SWMS PARK- COMY RECOFM i7 Y OF CHANHAS6E that tlri plot Y a aorreot representotbn of the P s s op t " oormlly siwwn on the plot lr test and totlo,ts "ti �t that CA ' f , , ° • RECEIVED a M hundredths of loot; that rmor be d no tiY ground as M+awr► h aoaordaas to Hixrsoto - 1 hereby certify that this`pkt of OUMHASSG t+M MISNM PARK woe Red this ` day of e Statutes, Section SO&M Sybil, t¢ that the outiids iwu,dory Ones aro correotty designated an the plot and that Moro ae 20—• at oekdc _—.K as Document N nnbw •" " „ �'"oYs ,nc wet Iards cs ds_Med h leinow tes SeoWn 5MOZ Subd:1 or publlo io be other than os • to Stato:,a ". ` � r w _ _ Kdiy Honsar► Carver Cunt S showr� _»., R = . , a 5 > : Recorder y_ f=: y °ax sy (`{��r,r`05 . Dadef. O:' Nickda. Land Surveyor $� f'LANHING OPT Uhmesot0 i iaenss N0. _ t 8$34 = . r = SCH SON, _ INC. e OELL & i ..MAD ENGINEERS SURVEYORS * PLANNERS = s _ • e , 'SOIL TESTING * I+ TESTI ENVIRONMENTAL SERVICES • � • ' . n . x a x • > w " . R _ k _ " _ ,. . , , > . , . " . , . r SHEET 1 OF 2 SHEM . . RIB � ER' Rr uE ;::;p _ r r rrI ." �_ Frsa^1s5�w 12T0.63—.. I CR DOC. NO., = CL San" 5841D� �j t me at.M Naas sustr rtrr or nc yb J3`E+ N89J3'1M i _ utr H Vi cF Ai[ sounscur ou�rttpR of SEG st; " _ 1} I I 1 I _ y u OU TLOT B _: l I I - pq r4CHANHA SEN _ EST OUTLOT C r 1 I �- BUS�NE � .� PARK • . sourH UrE o~ rrr Nai4(ASS-aF '� _ - -^'� I ~ �� 1 _ "" r a_a = N \\ it ti� slop n� r r S Ij • C, l , I L 3�33 2l�� ln� �• y'%3 �27687~� �_ I k "� I ~ � 4 - cam- ` A-32'3CTi4• �tyj+ PC& 0 r to no Z foo 60 no , ,r i I 2 /� v, trly `� �� ei� ri L1 (seas R n" . _ 2 .. _ . = o.•ot:. t/Z-rbn ,erne .a. moW%_h 1 A O 'Y = / A� K � ' { ::. °�-�• _ �� 1. _ - ► - - - O - bmo%s tfb-i" X 14 bvb wt Yen y%.* naW by UDW" "m , .. I $ - / _ � .p�" l 1 ''-_ �l �{ .mil • < - - = 4 - a - owr. eat km mawnars (caw canes - :: . �+- I I ` .-.;. I Y r � 0� .ei' .�$, �� • l � � _. ,� :.. - „ a «e eveersq M Vrnrete StaaRa r� carat M - _ I'� I 3 o. �� _ I 1 1�k d�� J�;b✓ !� It, l1 r ' �'... % - s�aiU atrt.�.t a.a tc, i ita R 23 � air eEnt mmwl ' - ® CL� ` b•w+w of w o-lrsr 327ti6z Ci1R , -- I� Ell = U. , � 00 C1N 0>' CHANM RECEIVED --- t... ,...=r,.... sn si — — — t47.42 �� +ty ��aD1 9 t y ` .-It84.33 55'E ~ FrP I ` r I I r + i' SEP Y 6 2005. Qf CHMHMEN Ptl+i�tJ6t� Wl .: F Y.. 8 - I _ _ 2 �II� III = � . OUTLOT x i 0 .. ' 4 f ,� CsNt «a to , f l ,�' a `R. �c� ,. 40Q03 .71 c[N7E�COL Ra [ tr oNo M- _ '$ t 1.c73). _� gar ^ Dranoge and, laityEaft".nts ore shown thus: _ A BLVD. Q-�f2'7Y S=MZ YE S00 2Y33"[ , 1ao.tr� g �szs•w i 1=57 , �` ?m=l93'w i 1 /�� 9S S•n t00.02 1% B 2 \ NO SCALE �..` s8 526'E ... _. ••• _ _ _ ��\ 4•B $5� \ :,� i',� eenq so feet InwWth and od)$n:,y rigA <.ot»ray foes uaess otherwise - .. _ —^�7- -_ + ��• - -• .. - �.. _ N ' $ - -_ - � i Kf"tt0. and being 5 feet 1% wlath ' 90uns tYC a >NE . L Nat or ?K / OWRriR a S[C Tk >;. 116, R 73 T.r __. se NR Cs' Sty s4 / AY Cat. or SEC f5 ...+� -�•• _ _ > � pnrrq and o0" tol foes. os st+or.n on the yMt, ' n _ le SCHOELL & MADSON, INC. . ,' ENGINEERS * SURVEYORS * PLANNERS SOIL TESI]NG * ENVIRONMENTAL SERVICES - SHEET 2 OF 2 SHEETS Z v o� N �w ti •. w � r •y ' v� • s ti . 5d i • • � r . NEWDOC s ° ��° y yz\:� \ 2 ?°\� � \• f ��- � m i pia!' L� 1A► _ _ Y Y - ' Z 4 vv 0 i w NEWDOC f PRELIMINARY PLANS FOR: CHANHA,SSEN WEST BUSINESS PARK 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 p05-15 TrIH CbMTRAtTOR Sw1ll CbtiTA�1 wL ftox-c L1'1.R9(S tot EOCAtOM of AU WDEQGWI WIRES, CABLES: COngIATi, ►I►ES, MAwWK[M,V. MALYEf OR M*RER BURIED STRUC W% BEfoRt dailNfr SOA�O MOVE W-IEN DAMACEO wl GTkk`CTn T NO E" OOwl'to LOCATION MAP NO sme SCHOEL.L & MAQSON, INC. ENGINEERS a SURVEYORS • PLANNERS SOIL TESTING • ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD MINNETONKA, MINNESOTA 55305 $MEET INDEX le Tng W97 9. txISTp4 COMdx4Ns" 3. WC :RCSCAVATION RUM 4. M4 MSERVATIDM OCTAILS S, ►RELmm" SAY PUM a PREEIMRMARV LRAOwC " r. mtM«MART OVERLt wkv ft s a WeEOc STREST,. SANTA" SEWER k WATERMMM KM k RRWIL( ?. ►I,Ietx: STORM SEWER RUM R ♦ VKA 14, WETM^U. LITIGIgM ►LAM 11 OETAhS 11, OE1µS I S, UMDSCA►E ftm 14. LAMDv--n OETQLS IS. Ua.TIMD ftm K STORMWATCR MLVV*4 ►Rc4wfKw RWr WPM 1 rKRCtV CC -DER Ew1T DIRECT SUIR s ►RE►AREp r ME OA AMDER MV STERE vWISROM AMD TNAT I AM A OIAV REGSTEREO TK STATI OF miN R OTA TME. uwt Of Z4H SUTE O} MINNESDiA- DAM - no. !ra.- CITY OF CHMHASSEiN RECEIVED SEA 16 2005 CNAhIHASSEN PLANNING DEBT 1I of is s E.i �~� �i � a �• + c•L Y .: Y/ r- r..�•. f r � -_:.. ,\`fit F- �� y. . .-�3 _ `� . `•1T�4 `}•. a•.��[Li./�APy` i.. {�i !J - :yam.--• ��s...+.h.�.//•*1.(�`4.'w"..e� O—v'F�`�__``.�v��-.. "Y3,� .'�'y�r��. Y� 'S.•. 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R ix �$f �Axex 3 s,FR9=' Ala Rt a� �m s�fxa At i y flsx ai fix xA 'tdeifa� $Aj s111 a q isi: fit. I ! TIM OR �2� �* ��.v n `ggY� z.Q i a = aRtt a � 4 yyx *11 AA a�A� x X { �;sy x Yry9"1} ar,yi� R! iS `� ,r. ids$L• $7 f S F #sA �. q.i T pp. F i X'11 y[SSQaA SFoS $aiip; iI F •$Sass ni�=!947 a 1 x; aRs4 i3M � ar 2a,� �R e� ��; RR'g E s�� a x �:•4 z. � A asx M,b F � ski p .. ► M v max. a `: � e � ' `i.- a- = °�: PRELIMINARY PLANS FOR: i,E - � �II� �� 4 �'1. I � i _ .+ t' - � I• �i Ii 1 ��.� 1 ,`N• _ _ '�=ir. F ;�. 3IIV.1 ':, 1 - '�y�"4� ,�+� �: �� T C� `F.c_.� �L�j�3 'ii _r y. � .� t ''.�� '€ F' 'i :� E� - �,.zd fi::,. �, �:, .0.� ~' � � y,:� �� •�rr.4 � �E'��a � Y it yi 4•. 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 PUBtlC UTUTAES FOR LOCATION OF ALL UNOERCROUND WIRES, CABLES. CONDUITS. PEES. MANHOLE. VALVES OR OTHER BURIED STRUCTURES BEFORE DXxWG THE CONTRACTOR ViALL REPAIR OR REPLACE THE ABOVE WHEN OAMAGEO DURING CONSTRUCTION AT NO COST TO THE. OWNER. 1 / �rArrs.E q 1J1t/1 �• �/ - `� fE y.,.�� ice Cake A o !t law Y3v y �O t �eatr,y. Ky CHASSEN- 't i+ LmD=AP.E A9$3REiLP4 we[a _I' 't +nagry a i'� • tvu� tt .n4 r art'{« `{' •r$ 5A'@Y ve y s �wrw r P}'� a� " � w•i> _ k •� 1 , #ifu t t� BIga�W�ood THE ! to � �•r11- ` x. 3 MC ni9. t •� [ tom.. a- sss..er. tl� Haze [ne ,._.«.. LOCATION MAP NO SCALE SCHOELL & MADSON, INC. ENGINEERS « SURVEYORS * PLANNERS SOIL TESTING ENVIRONMENTAL SERVICES 10580 WAYZATA BOULEVARD MINNETONKA, MINNESOTA 55305 SHEET INDEX 1, TITLE SHEET 2, MST17G C ONINTIDNS PLAN 3. TREE PRESERVATION PLAN 4, TREE PRESERVATION DETAILS S. PREL MNARY SIT PLAN S PR£LWWRf CRAD04 PLAN 7, PRELTLIT4ARY OVERALL UTUTr FLAN 8. PUSUIC .STREET, SANITARY SEWER & WATERMAIN PLAN & PROFILE 9. PUBUC STORM SEWER PLAN & PROFILE 10. WMAND MITIGATION PLAN 11. DETAILS 12. DETAILS 13, TANOSCAP[ PLAN 14. LANDSCAPES. DETAILS 15, LK>CTINC PLAN 15. STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 1 NEREW CERTIFY THAT TKS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERNSWN AND THAT 1 AM A DULY RECrSTEREO PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.. OAT£; RED.: NO, CITY RECH VN ASSEN SfP 16 2005 CFiAHHASSEN PLANNING DEPT 1 of lei srr •dea N.,a.r. aYwsb7 ;: � �•• •�-wr.� W:.:•`•:•, -` � t . 1. �d�. '�' f{••"••� � ��•ww" / `} / try r ey lvuE•sLANB •rides k_ ' � 1 u �•1 �� f ` "x �c��, y� 1 � ` f w A� r` � �4 ; } gqj 5 ..»w....o9a 04/0� i7asluG f,Onidst 6, DENM akvvcrl £t5E10R M i f 1r . ) ` w } • �j « DOARS D057w, Vowsro[ Rr r {1 � 1 OPROPOSED C1c15TMC F'fS 3� w• i• Ttl y ia; 0 n tcotE,U7ts cs vwm STOW Wr+*A^* i w ! 4 .Yowrt... ..t�k�.•_+s .-- i ,.• i'{ S `- - ICY.: d's 7nn k_ - df �je`, s `-(�-�;. j j%j may ,� ;j �,�x�` z • i i� .._.•..�,.... FWARNM FOR rresrre`OCAMSrru.°rALL ""°ar�M�voa oWRMe� aCAM.CTffCPLKt u�o . •C04E j7F, E7B57 f r } ` .� sauau+es PC ADM W�EN #= scan oe 1 a'.il, T .y 000� Al W COST 70 owfE]t • •.. f t f '} ./ �..� ' r """� .� . �sl` �M i'7�� 1I • I % t ��.�......�..,,�� ,,... ,." - .� .«n .--, ..� - ... � +-8'-$ ur� .r`�ir...Ri. r ti�ir.•r r r.y +n r i "` 1 lrw'/oe.IV MwWnw MNrI MO.w. - qs.a•s.�+.,.wr�•r•rt.._.r.+.rr:r da'.�a�i; CX •• ' GHANlIASSM W"! 8USudFSS P ARK s-77•oa ..re.hw»rhs.wrwti..r.� ai.Danrfq•s.sr�vM•Pl.xaw EDEN TRACE CORP. g1AFMASEN YH $*@Tooke. a-wo...NY b.rv%.. 8158 MALLORY COURT CHANHASSEN. NK $3305 �" �xlatyq CwwltWaa 2 16 I xxxx h TREES REYWEO (Drx" UK= ►KSEFNEO �pi0�0000 Vv-OLE%V4 Lmm UO3 m CAnOVT Co%E "a mscwAAON wm .R-�w..., w,e s •� •cw...w aa.�...w....a � R.L��4- �\.� w'.an .�a.�u •sue d -M1 y afwaM. xuw arw au w+Mi-a l[ pt3� n..@ wf Wb.`tM fPZ. a MwR.�.b.a MOwiRwwLa00RnVNwY�4R R-w w ua.:� r w.t ..e.aA •ra s ...•a .• 4wL L -.•..4 .►PMM IGi tis.E 14r•�R 4M'K[ K iN. � •w{atssa 4-w L w14-ar4w Mm1-}aR a•L awa laA .a RRwVL • Vw-RIR4R l®..Yfaasw.p.c .oy M(fwr w/.R M1.0 aMa.tsa 10-.a•-- -R aa[. R4Fal.a wN aWw N4i. w1 -4y 4a .NLvaw wRi N4i-YY�yw au AB[t !na M Ya9 R K Vw.[ r as+R b®b R .•uw"wlaa�R .......4RRw •w .mwRfona .m.sww w.aR -ea 4R a e++RL N® awns w aso.R a .m w +� aq NRvrnR wrW r'-1 �[ ao� ea i . a•x a a. L.a.a aou ,� REWNAI� TOTAL. 3RL ARCH - %74A714 54 FL bt 40.1S AC TMAL vvmi o mu . 1it952 SQ M OR 620 AC TAR TOTAL SAE AATA - ]ALI O xi VL On SS.%AL' .SA" WK ow LLe no51Ns - y56,1p xi ri at 6.16 AL.(2 m) tw1OVT O NDWt AAA DOS»4 V L, REWM LVSC tNE WO- OONEWC 70 aY1m - 14% OR 210,207 51 rL TOTAL AEYONAL WC LK - 172,365 3Q M OR 3,W AC CkWft CONEA%9C AREA. 756,SM4 w Tr2_66S - I"S64 SQ rY 21i,207 - 463,464 - 3'%243 50. rL 1W243 9 IS -42,M2 So. FL 42,2A2 / 1064 - 30 TREES O 2.5r Set QMKACCKW TREES ARE REOAREO) NM- k0V4EIUT MESS My COMP YOWADS ISOURM LAPOV-4 K IRKS VeM nk REGMED S71W TREES. f 3 ` w €€ 55,Sk E 1 t..L. y ;�,::ti •,a4 •.,e :sue '' �A +.wee & r � �:i(' N�PfR '. . �•1 \� ' � (/ /� TREC oR.T-Lre.. 1. rraool r> MM OLT &DE CI' CMPLM SEE LI'ECA. e .. E40TPG TREES TO LSE PREbERvlw, • ELItyAlk2d_ TIDE DlztiV4L VR£CT PfODTECTryt &POW MICE MUM TO ANY C2NSTRXT10N ACTNSTY. 00 NOT STORE ANY EOLCF M CR HATEMALA WTWN PROTECTIVE AREA R i0-12 r.0 FROTEGTIVE &POW PENCE 4:Ii.7 AFTER CONSTRUCTICN OPERATIONS AIez COtT'LETEO. t TREE PROTECTION t, aBDXMMAItK.�rr E.�. RpvR ar (,pq_gpA, EYMw - 4K3 YR vL�.Ri Lew �-�wLrR•...10so-s:s1 +�•�• ) 1 r- r sib 3 2 c r n i a4 0 m � TM 1A0 t� 3 i ►-i r•♦ THIS PLAN INCLUDED FOR REFERENCE PURPOSES .IrrTerrra+wLri-... r.r-/hf.rrrrtr L1LayRJ SY ra • • wi[ �..a.,.�..w..- f...LRR../Nr ► x;�oell - CNArWASSEN WEST eV574SS PARK sN7-0d t�Mr�r,rrNywr�.-.. � E�,yn«ry,q,&rN.r6lo..+M-�o EDEN TRACE CORP. c.MAkNAggEfa,llN SwULs.R.r re..r.trs..Nk+. 8156 MALLORY COURT CHANHASSEN. MR 6=5 "a Tme [Aroservatlon Ulan $ 10 I 1 7 / 6 1.,5 rRriAru aC.TER 1YP. _�� .r � � -.-• �• .••...r w.. ...A. � rw r.....M _ � LocL u aaslne ,-. .--,•.---_ OUTLOT-B_... I I I - / OUTLOT C I 6 DPW. m 4 N. 3 II I I o'o"mom I ro 70.0 AOE.. aer OI .n YMEmALi. I IVXFM PP, g s'.wE`1c.Noao4 ""` 1003 � \ I PROPOSM vERArD I I rncE OF POSIFO .ER1CMQ 7'T.: � I OUTLOT A BIPTIII. TYP. I lIYTEIC ". I+ III 11 II 'I 1 muc Ii rAUA.iAsst7. sTp. , RATE M uu. �/ RELOW4 WALL'"`'/ _# {`' Trnl 4 � ry 10. -511ft- I t W" oo-cwm 2 7 8 j 1 13 ;tcess l P' p PER y wY aF CHMWASsa. $E 1 ttTIL Pw=- w .1% N� M I� I' I� 1 IF 1 1 i � F ! 'y' g o co b +n I.0 IVID i 1017 1018 �J PROJECT WF'ORMATFON IOTA[ SATE ARE .SIX SJ, - ;T.pns W / ft.$ A s R.. mI9 SSr. - 14033 4r. TOr.. 144,036 W. 10L�Fµ 12tSN SY. AywACT - •X,23 SIF A`PM T _ 30.231 2S. Asp Kv . .'.A33 Sl om"4 - SO.MS Sr. EO.LIID . ft"2 31. � -R . %3 Sr. SOE.MJI _ 't.T2 Sr_ ��A . a).m Sl. 90E.AU _ V- Sr. ow -ACE . Yx. Sr- •.E 4%EE.SPAm - K.25. L - T1 OW04PACE - 2L2f2 T1 r u4. i'... 2,9.2,s &F. ro��TAL' S.r.. 156.N0 i1. ASA•N1 . 42.131 Sr. •T , _ 9Q+49 Lf, ro . - 251.6�3 Y�. ASr1uCT - 15.445 S/, anowC - .*.Ws SAr. W DM _ 3�7,D Ss, 40[vAIE . 1..33 Sr. 5M.ALK . I.GN Sr. 9-%D.G SO -,x - 4."3 Tl. G'07�ACE - ", W$ IF r S2R SPACE . M410 0 - .01t 9REE1 ACE • WW3 $f Em x ss. _ 4Z3e4 Sr- TJfK-r,St.. 0.40 SA: l3TK�`+ bb.W W. A'iNµT . At Sr. eu%nFc _ 2\m Sr. ft".4 _ 251v. ir. 9pF,YAUf - 2,e Sl. RWR" _ Am Sr_ pEEl+SOACE - wn u . T.s ou"AE _ 112is to 28% TOW, . - .2ArT sf y�_ 2o�sT usxs Sr. rAgvOAP o-raE NAAD SAaTACE COAW&E - MCRACE FOR EWWW SM Q1L-Gf-S%G WR FIELr4 - t.l.s.n. TWAL 9R Sr.. 3OS - $2...15 Sr:SF- w 855-v v, W . x . mxn s[oAnnons aRv T,,T" FxLCP!cvu7 xrxA IIxb 1. iiuTf oT A & 82 sfi.�%GG Sssp+.ps�-A�y�- - T1 �� yrr 1` 4 Ssi 9IrCE�3 ��, �� . R ►Awa•c SET♦AG( ALp1G CAC►F BcrO. A10 L151M 0.'�0. . M P{OV1�]MENIS FOR . 10R FIEItlOIAIS SF�1EI I-A_N�SCAPMC 4F. 4_rtCCR - --; (ALOId ►SWEM kws) ,RUSO.TN 1'APOS t P.ONOE WO OF PEOt.K• n naRn V.PCS PFVME M O' WGUIRD An ��! Nl'3[ A FAST YAA�SREOII.+t: r0. G4• TOD L$. CP 2ROPFAM 2 SMIO►r eREL 4 WWMI RT C. CR-AEITAE CM S• CAXRM1 "n 609%C Bs I 1 E �: ar .1wPE■ex s w v. olrts •ovaTarr OR oAIA.ortAc OR e r E.aao- >rxEs :aR a w u fkgm 9 Mie a 1S _�Cy luTw so M fVARo PEOPROOM12 WS RK CREac ati-«-Shtl Er ■ SrtE N01ES Au Wprx srAL ec PErroaAED Pi AxoRavcE rPe. nc arc or awwAsSo+ SFAMvtp RATES. SPECJF,iATCNS. Arn eut,t.rc REEK m OW N4 PLAN FOR VMM MO PROPOSED CPoIpES., Ru of TO tmDSOAK PUN TOR PROPOSED PIMi1 MAIERA - Ali tluErgODYS 9CwN ARE 10 FACE O► oms V%m MOOED VWRSISEr. f' mN+RACTOR SHPA1 F[iD VE1 FY 114 EOE1d101'R Mo REVMIMS Oi- 0051.1G VIRiS AM 70POCRAR•O F[ATI.SS. SlAf AS T]r5Y►G � art*ER a1Axs A2 T,a PRaPOsfO CaxswAr; ►rsoT ro T>tC suns 6 SR[ CRA011w THE XPAM OR 9 V ayM MV IK K M ENC.EER OF ANT D0�7M.CIQ OR VARAIPS rMCM M RANS. j At C" Mb WEER 10 K 40M AM PER CM OF CKW&V, EM 1 . nPOEAC Au WE W PARO 4 STML a wile km3s MAW � oDrR.�sE. EIWT FOILS Fvrnx¢x A•C SASEs s1N.E ac PRt aTr OF asv.YL55[N STArRMRtQ YCL GPaM. PUN ipl A001S10N•L KOE.iW4a 11.wr4-•ryw Mr•..+.Pw+PYrwr.�FV O-�v�.. BY- P. F �� •,�,,,,, ;, • ,,,, E�,,ii4Pi,,,,6 1 OeII of EDEN TRACE CORP. fy...w1.v..rF.s�rKw_.rA2=1kEA,ay�••.►q •S/T.2.•]•P1er+aw $w r-op • E-b-.M.r SrMw 8136 MALLORY COURT CHANHASSEN. MH 55305 TK cwm csm vu ALL Ra,c UfIlRES raR EacAnoEs o` ALE s.�Earaoal.o r.a8 aaEs. coralrrs, PPEI +w.IoiLs. +Paxs. a1 amu eunED STRVCn1.ES aEr01� 01GGI9G K 4wi TEPMI OR P(r1Af.L T•S To KA 19 SSOI [M 0 dlll•If C016T11VCSIOM A7 MO DOSE TO 'M4E P g1ANKASSEN WEST B1kS $S PARK e-rr os CNANHASSEN. Y11 P2g111n-Ary Stto Plan rJ o,16 CRFDIMG NOTES: L ON92104MOR AML( ODFRA`E 'GOP I FAZE .ONE CAW NDIN M WOR04 DAYS PmoR fb ESUNVON/ OOFafRJCFK L FOIL LRLIY LOCAINNS 1ww w" mm ARM 531-454•0002 OR 70LLrREa 1..e00-252.11% 2. COWFACM 3A LL III" VERIFY :K LOCATOA6 NO ELEYAYIOFLS OF 1006TNG VMAKS AND TWOOAAPIRD FEMPES PROR TO SEND OF SITE OR04ING THE CONdLY.70R SWELL RAFEDMRLY XMI Y LE PROJECT ENGsEER OF ANY DESCRE PAWNS OIL UNWMO.s. [[ 3, S.TTAB E GRADING MATERIAL AiNL ODNSW OF ALL SOIL 01001MIEF 0 ON DE 5" WIN 0(KYIION W 10PSOE. VERFM ORUYC MAIDEN- NO \\`\ OTEER INSIAffii bU7aIAL. STOptPEE TOPSOIL AND GRAFAAAI Fit A! LOCLTONS DIRECTED K DOFRVACTOR. 4 SL.BCFAOE OZIMMON 91A1L BE SA001-LE0 M1ECI ANTfR EAGYAION TD MD.P OFFSET ANY SLABIIN PROOLDAS DUE PO WNEI! SEEPAGE OR VEEP SLOPES WHEN PLACING NEW RRFACE LNARML AGAhMa I* 005RG PA kWEN1. IK MAWMN sNNt BE GACWILLTD PI DLPILY TO AM vIUEbMAG CF BIC ODFNG rmod0R, >, )DICE CTOR SMAL SE R¢SPOFSBE Pon ALL HDAI AFO VEIDIGL COWIOL, R ODFRRACIOR SMALL =WATE tRANAm 1RfmD-" TO FOLLOW PROPO" 53" SEWER ALIGNMENTS, y€�`��y i<OAADES 9*14IRE FFWTEO CRAOM CONdAVIDIR 9DLL MICE GRACE SUBORADE ELOWUM , LER+E 3M= READY FOR SUBBASE. R ALL OMM WATEMAL, 91RAMOLS SRF6AC►AG, COULEE DaAS. ANY ABANDONED VINO KENO. AND ODEIL VCVBLE NIOERN-S SMALL BEDDME I E PROPEIOY OF 1fE CONRACTOR AD 9HNLL BE DISPOSED OFF TK. OOFBIRGCLOFF SCE,. A /< COLPLUON ,DF SDE 0MON2 OPauigNs SMLL REME N ALL AREAS 1 CRADED TO •PEEN SUED RADE aLome- BALDING PAD AREA$ 9NLL Be i DEILRIO ED Bf REREdOV) TO PE ARC/BSE=%M ORAWNGS. NNE LET AND DRNCWY AREAS A1ALL BE DETEM PED BF IDiWBNG 10 bE sm 1L= PLAN AND FAYENDa 3uMm DEUILs FOR LOGIIOI AND EFWIS V •EIABNO/5 rA&w NI SEC71ora- Ik: FQ R[FER TD 1K ARGFEDFS STEEL PEAYN FOR MOST OLRRV& FADR20NOL �� oLNaslors NO sx. EAYOIf_ i M REFER 10 Lf ffy PLAN FOR SANDARY SEVER MAN. WATI.R MAA1 SERVICE I"= AND V.10ATIONS NID CASING AND smLc%iq soEDM.E. 1L DIE M•AN GRADE* ROPE FROM EDGE OF aALDNO SALE BE. B PAGES N T) fm 13.. (RASPED CRINENO NO 500 DF.VRIDII AD IDENT 10 BMADN. SIWL BE B' BELOW FLOOR ELOINTIDIL SLOPE CROLID ARM FROM WELDING A M WVW OF IV IN ID FEET Bt401O FD FEET REFU TO PLAN GRADES, !l COVERN GT IS RESPONSIBLE FOR GRACIY AND SLOPING 'T E PYLYEO CROI.W SURFACE. TO PRO E SNDO54 B UNIFORM SLOPES *mCA V*W" POSE" DRAINAGE ARV FROM SAOFIGS AND PIEADW PONDdVG N LOWER AREAS. QONM AmwECT P FIELD ADRAIIEMs BD cu" PLAILS ARE M COWIRACAM IS RESPONSIBLE FOR CONSIAILTI@L PAYETENTS AND, 0" AND GRTEI IHFIF SMOOBF LI1F`)1tl1 =M W404 PROVIDE F'OS.- ORmNADE. CONTACT AAt>003 IF FIELD AA45SAOR5 ARE IEOAFED� 14, NnALL A MINEMILIN OF 4 FICFES CLASS 5 AOGREGVE BAD[. WiDEt OAR n OAND IRAIER, "OWN c00mm NO1FS � (REFER 10 u~ FoR COWRE Eg08ON Dw"m POEM L ALL ►ERNEYDF so FENCE AND ROCK *:,Nsv 1LT10N tmatmC-s SMLL BE MIA= PRIOR TO CONs""JeTOII .1, DE CDFDAADTOR STALL 0004TIR0 ORAKKIE BASBa PRIOR VO sDE 7Mw9549 otwNG, - sN..BADA-A 3. TK CONTRACTOR ANLL.GRADE SDE ND F<STAL WL1ncL L DS wNDgCM SIPIl LFal" CAME BASH aIOSON CONDROL ryEA4ItEL COF4 TROL S. YRDBN IRO WEEE3 Oi SDE OR VuO. ALL 05komM AREAS SMLL BE BVABEI- SIAKM WON SEED, NO OR R)O[ RASE, REFER 1O LANE%APE. PUNS FOR MATOIb" YW.RSSD BWH450� R ALL FI INED CONTROL. 14 FARES GEN. BE B6TALLLD Mp PERIMED N ACO)RGV'I[E YRlM GOT. AW IIILFSED 91SWp PE10lS 7.. 7K COIIIRACIOR 9NALE IIAFNfAII ALL [ROSC/L COADROL lIFA41FE'S, NMUOFW. OE ■EIENA OF AAOLNIAAOFD SILT N FIIONF or FORMS Oza M OtAk" OF FEE WFISIPElCTIOIL R IdSEMI IN F'ROP65ED BA^INS SMALL BE. REMOVED >H IL REMOVE ALL EWSLON COF®0l LEAARES MIER 4EGETANOI 6 M-OLIA[A. .......... -I. . ' •'fig# 3 w FILE.-4S7�� b TaT ) 7'WrtE4. a 73.0 BW.sL2. .P.2D� NS I 3 Fl.E--S" 1 r •S�i } F � 9 i� 0 ' ` F .- 463 46 s {i 1 � � LEGEND LAVA [EFIOF[S boSTID CONIOIIa Aa _ �.... .. - L 'a ....... .. ...... «��-990��-�� PENOIR PROPOSED CO~ DENOLFS ADUFISAAY VE 1i OOR)1E5 DRANAG~ MINIM [< DD*X$ COSTING STORM SEVER - 5 ` « COMES PROP=o FORA $rWER 1 • TILT` �� •44440464444q OEFIOTEt 1YP[ 5 EROSION CON®oE SILT FaK[ U` 'ti i` §� ooa000e000000aoaocOD CENWES FTPE.2 £AOSO, COMMM W FtNCi �+ �- A• o[)o[IOC[}.90C<i OEI+OIES fROPpgO RETAPRYJ WAIL • i+, ' y 1 !!� DEND= POPOBW RO X 001611BJC11GN DARL44E .:T/ •1.. ��`;` Demons TYPE 3 EROSIOIA CONFIRM amwor I ,`t OEIIYFES PROPosto oxe OR �- DENOTES PERCENT OF GOOF 1 1 CENCLLS VFW" OF CRANAOE FLOW CC -Din PROPOSED SPOT sAwmGF )MOTES OOST.AD RAIDNG 1 9N! •s° t , D'ENGTES PROPOSED BULDNG ` SAS bAy ! 4 COMM PROPOSE) "ISri+G FEES Yg DENDrES PROPOBW fO" r RPRAP flee • oDNDaEs EA41F•• sraaF MNBADLE/Es ■ OONO= PROPOSED STEDMA MPNOIAtM foumm COST14 RRAANOLIS O rota TIMING CONGEI[ s 8 AREAS , o O STNC AWCa'D GASP M5B6mON VLF,. SOAL"E.RD F) WK PAFCO-EYPc oI�IF f 1 Co",'ISaBi N m- Rau 10 SWPPP AAA DI:V4SRom wmmolom IDN"LANCL - { (SEE DEIAIL) 10 .y y g 4T97C& roRA�RDEN NOT 10. TIE taNDRAETOR AWL TEND/[. AM SOLS NO SCONENF 1R/i1¢) ..J �` ' Yr ,�' GIRO OWING ST REEES NO Pb(D AREAS CoNDOOL sILP YA.i \ �- %, n E ♦ LLF.I 4 k F f I. P BLOWING DI/5Y BEOOLES A ALASMCE. " eDeRADTOR SAWL FRwLof APPLY WATER FROM A TAFX TIRE*) IO ALL DDIMINCT01 AREAS 6COIEMFAT101r BAGN. _ NlJ �' f - �,. - P �.F.�-461 M10 I Io 1L SEIEV A03ACEN! SrR[[1 INAOOOROIwOEe/ 1AOTY R[RAAPAACA'X %� � _pp•.y.wl R =� �� •,S ,P. ry�x' L Fk ;` � � � N Dk� � � � 1 13. EROSION CONnOL SANKTS Po • r+ • • •�• . . •1 dF '��, i _ ,A CULVERT tatALwgla BE FEOWLID 7RSIEF S Op$ OF EROSION Ar $MdJENI GDNiROL '.�`_9t O-�EDEicDIy DK1FLa • _ . i' I p I T E L �I ry 1 F O i 11E coFmFxTOIe 94" CONTACI xi PLSLC HELM d� ! FOR L.00ATOTs Of ALL LOOCAG OIND WIRM MBEs. T. REaPEtf SLl Fa+tEi AFTER ooF RANA L AND Al LUSE ONLY MIRING i ."! v�7E'4k ► �Yi i Ta; :': i LL Q f C04DLK . PF M MAM+OLM VALVES. OR OVER IMA" PROLONGED AINALL I NEDNTLLT FTFAdt FAILED OR FA.LFIG FCIFCES- Y " O - k. AW/M FABtOC . }5l - ..I If Q qEe ` y _ �' f ^1, rf k T 1 E a E y ! F SDLICKAWS BEFORE ODCBFG, K 9WL REPAIR OR 2< REPLAIcEMEAIT - FA69C 9MLL BE REPLACSP PMOXY WEN s •_•rt'� • ~ • • • w A ' . �'; L•. Y1 I !.. , f k I D 1 I k 1 �w CONSIFIECMIR Ar ro oG61 ro'�OwIEa R EG DE90LPOSFS OR BFCONES PIEFFEYDME BEFORE RAL vLBeDt s RD :!"" ... -• •• LOIlOEL1 NECESSARY. ..`[ERrTPOL EMOS T••• !y _;=- �_ .� L'1 jN•.S r AB f' QAK { M �L N4AI 2 1; !TA 5� 3. 3DWna BE60AL - smNDa OFPo5A5 AMEE. at FDLOAb MIER CAGE • 1,1 -... ..SA�79NDI.�� 1 I � TAl � I f' iQ _ 4- AIN sl'MIOIT 3Em" N PEKE AFmt DE SLI F04Y OR FILAR • • •' •• �`•' $'2• • •�• • `••'� � `^,-« y ��A 1- � a a0aaa fm � 77 •' \ � ..�..-.-..� 3' FABRC IS NO LONGER IEDUIPID SMNA BE GRAM YO CONFORM N D{ • • • • • • • "•'t . . _^. .•.. .. -� � OWING GRADE. PREPARED. AND 3EEEED WIRE DE APPFOPWATE SOLD M![ - .� `-•.W. 2 �... TTPE 1 AS DIRECTED BY DE. ORIFICE. �N GO+7ROL - FIOSDY BG`_.Y'+B.2 •,»,,;. I01iB OW '..r�.•.A��-whs' �.�� _ Sll fEMDF!'--." y..OtlL« whit P—FNPL r rtvc �. ,,,,, ,M � � .......... ...��.. � � ..� ..t mom.•. >.,�,.,,,..,,,_�:'--a54== ,.�.,^�.� IFENCE IN+.+EAwAAyur MN4�.•I plwA4iF.�wwA•A BY- A+� • Ow•. •yt.a*F.w..,IMFrI...ua...APr.:.r 1 7•-I"IOEII CL ""•• r F � SS£N SADIST WSB'1€SS PARK •-77•oa [A b%NNb+BPB1/ gAv-PI•A•IBLB EDEH TRACE CORP. _----tlUNHASSf7 UN sRBr«•+B•EAFtiaMRWTRrSNNTW.P 8Z8 MALLORY COURT CHANHASSEN. MN $5305 ply Ky ckrRErf� pFBBnaBR A EFw1eR toRllai PIRB 6 i� -.. - __ - bIII Pr4f•a IMM'OlS.2BAT4HT n r j I yP� i 4 ... p 2 ] r A%o4fECr% SM " lae aKw+c AND P�.c I~ 1:..11:- t I 1 T 7. PRIMDmS! m UFS AV LO A MO DE CM,AAC79! ENAL OF, N T SHD ALL .Y. I EMU" LRtRr LOCATI@6 AND N1MJ, S>NO..A ON NOT L.SE ANY CSCiTED 1 SHE CAP" PLAYS AND nLLA eCIM,0A6 9wi SE RVCRIED m ac oA,[R 1MALb1A70.r, _.- a � • 4 w � :=_. ,.� � _ -_ ..,� .,,. _::. .� •- _ � .�� _-� _� -�-� ..: I � - ... -= . -.__ .,..� ,- ,,.a . -_ . ,,..:.... - . _ .� .] � ej4p`� a. ,v.e anar wtr« vw.c BE PCAror&" N am ActAHcc w�1 r� arr _, �++• ' ' - f I ! @ Of P'ANN.L25EN WECPY-AMNS ANIAADP4 PM" D RECNPDA *!r- O so 17e r- a0 / '"-••. J I i - 5. S• WATV9 SKILL !c C-wo Svc a ow mw CONSOBA NG TO Dc ' J I BEO WXW0+,5 Cf A,A/AW C01/A21.51 AND C,O4/A21.4. IWINIS SKILL BE CLASS = OONPOra■4 m DE *EQU f4M= CFAILS/WIA P*M* AS V~AC7otE1P We' mwLra+c wral Tw ec cxr of a,AwA55ac. usE VALVES swL eE. \ I I co j�j, SN0.E CASC rfK rfWl 1ASLENT SEAT AMW4 SHE REeI■.'DAD 5 Or i�i �A� / \ I RAr•96120 [ ` AWWA 05M Aix f um MEL MIA NO 01 [" DIMT POINTS ffly , ry, �/ ALL s>wx BE IMALuo N OF 7 COMM APO l i=`} \ i n ADOONCANCE .m. AWAA CWO AND COADOO,ATfr PlDw5015 fr.E. m r . I ' SCIMM 1SE CCOMPLErMWWW CIAIEPYMu1 KILL SE VR E�CrEb MAD N Pu9EO N ACODRPAAM wnm A~ C65, AND art aEMXcE1ENr5 OF � ,\ CeW i I _ � ; � �.• DE I•fE9DTA DEPAWAVR a INEALeL OW" SE-M $NPYL BE e• AND S• OYC-SOl.35 VNLf55 WEDa. Ssw OFFEFOMY MAPINC M L BE td• Owe MR PRECAST *CWORCCO I 1 9-4 CONCRM N ACWOLMN[E .ID. ASW C479. CASV4 SK41 BE. N fEEPM !.[S41 WrP, rnE Y• OWM WANNOLU SKILL Nwc A { I I lNNIM or P+D me A NAT9AAt or roLm Abamiwa RNGS. Al PPE. rr e_963 a co \ \ J jI , V i es 1 I SW �1 Fr APPROA" [Q FOR CONMEM x' BLOCK oft WJDC IA.957A�1 ` a• Cm [ Yy w*~s ] I I � • j; SMapMWSL [CN51'41CI AN CPwNc EO K TO DE PPE SCE. [WOPT \, I • 2Y-s ' REWFA PIPE m SC CONTRACTOR OPEN■.^ N9 LV R saS C OF O Qn IaS•15' STW • 2.7aE i; I WISPECT�,6'®m P*JaWRT[ of CON'[L74M WWN dri S NCMW F OFOR CWf ACCEPTANCE, AAD DODReeN,c. ANY PEOw+ED Off RAN_M VFW lay.ls<RCl i\ Iw.935.50(� • RM.9alIN 'p 7. STORK SEWER S"LL BE CL.s 1PEKOI:CED'CONLTETE PIPE OR APPROVES W N'MS12 • l.ox rn, \ `� ra� OVAL, . CAXW ZASW 9A eE PRECAST AEPIPCPLLD CONQEG I RAA. m.27 +�� h [IW'A961A0 � ; ] 1 [ IMMOLSASTW SKILL �CS sWR R WANLI[ft tA-ft BOX �# #TifO�F.P « m-�°�' "/ - I"'' °m', '�' ° a s - 1 THIS PLAN INCLUDED ,E N ACOOfm17CE wfet As,M CA7a CASTING s KL 1K .iOPL NY.45S.7! ] RaF9alA I SAM-W ` \\ ' 1i is 1 1 1(pYNt l+T753. YM110.L5 PIGS. KAx. A MNIAAA Of 2 AID A alf ---"'; I �� --'-dry/ 1 t [ 1 FOR REFERENCE , t,WS mAD 1�DmDAt .. ♦ a' o&w l ' NY_954.a5(�f]-1 �� wa WV&kId CAM *"IT (ASn/ DMM OR M9,f0 t-99) PUM DIE POE W*-. RA.95x. y PURPOSES ZONE m W0■a ,SftE( PELT OF IN[ STt01Aa/ VI WACC NO Wn LPP 1. RI1.960.00 - r ^- -•- - Tt8'w i . D • , I i '.s4 �C,L .. aTAADND PRoda1 n DE Pe Da+Ee PE(; l{j i-a IN.-9sb.00 .� .... $A,,�IM a .� ,W •. 116}.lr RCP - ~� E !. Cd04CU" m DIE OOS,YM SWEA" SEWER NIO WATER *m%u sT1.e .: _ _ L A-• QiOa; _ S- 711 • PSPEC* m ar In C" of Pv✓t+A55-m .�. _ ffdd�� _ r. Nr.97L,0 y i }•v Nu-9 IA •r} Sfut T '� t r W 1.O, '-^ 8 r �' Ice x r r[-. IG Fl",W.W ALL CAW" W=4 MAIL aAOES. y' IM.G )A % AS } I ~� 1 IT. CDVMAC oR SKILL CONIAC!'WPS" iAA ONE bLi` MD■V PRO < �� N I a6•.fr :i.'vxr Rep • �. -1++ • ' ' i' - 1-J$ I L. WOISDr,G MYS pf" To OOU1MWOf�OG't58S1C7lOM fdt iRV[Y � ^. � \ \ � 1 [ ) � [OCAWua 1W91 a,As fEAED AFElt as,..s..0002 at ADL[-FIFO l 1W.-9513a M J to 1 1L COFW 70U SN,ILL rAOm INC C r of CKAMOSSEMINSPECTORS T IS VJ N ADVANCE lr / es 1 Nv. .0 9 OOOSE E ALL WOW CCOMPLLM ONO'ONHa OLVOL MtO fAiST R.«i-959.Od/ Fri.-qa3 .1 { :. PLvrt P ofwoe w sArrA A ;swEic vr[mr L aY.15• aTa L 1 ', I rQ :LSE;. BADffILLNG MD "Mod Of BSWNOVS • COX cowto 71w s' l 1 - % /� • 1 a : 1 y L ■M-95B.,o 1 ► '"' 1 ' ,]. CQWMk, X SKILL NSXALL, 1t5PEM YANTAN AND MOVE DE NOCESSW SKAKIC[ FOR LAW CWSURM ALL t%WFC COMM �-. mWYf.9aa.aD - _ / RW956.t2 PPF 1 y OENCES APO SONIC SNAIL OOWOW m WE W-MAEDL MLVOPIC .n._Ta2A a l API{yy_p952A2 . 0. F41D M~L FOR TVA OSAM TAWM OCNMOL NNE LADIlS. AWJW ;. Irc_9a1.w S 2 " , Cm ` 1120rM.961 l Woe PIM 1 son1owm3j Nr ,l Q� Of �1ROY�DEP AT�ALt MO,1t WE n Eaot DnECTgR • aw[ ` 16y.1'0 R^PMM95At IS, D[ VISIM B ANNOIA PAVEANt SKILL BE SAWCVT N AODDROANOC 9N. 9a9.55 Nr.957.5o . , • 0.97a R A 1 _; •'OPE or c-gas 1 T sl ¢Y.Wt,'(' `v wu ' 1 A �, f ,P �� 1 • 15. CoNotA .M WIZ BE VISPO SW FOR oerAwYD We wP/OPP%vc Sohn W TM AND mthe o Pvom F*W sw WS SPACING F O 7Y-fY' MP[ 1nu.96sA �,.r-n ley OVARAO4. W �:' J . s.ox } IS. GoNa ,L CONVACIS R SKILL COOROPP$ WOW Wne ALL Vn M 230-9-100- �S 1 y a•.,n1 NoPE r - [ _• W IOPE 2 • cam 1 #r•E.-951 I • 0. letlM.�957A � - A� 1 ;1. W 7� I V W •45� a=IOE� AW/.95L00 J I �IN.951 _' < _ sAN-W r _ r r - t 1 , S �c�i'Aa IfL_9J9ya _ _ *M`9'w79 �}"yiZ� .�A� _ - r ^,.. -r r'� 1l1 q : `v; --:. -_._ A�LNwEs BOIPOwcr L►[ m' ICPE.2a "0' �' 1 - - CWOP W"' `� �,.. 10�� ' p 1 ,`, �• �r�--r..Y..,..... oE..DIEs LrtAwAa/ MAW'T TAseloa • a72s CL�O six_,,,,,,,,, - r °� t y . ;'� _ «�� o[NDfES E,OSTNG WOfd smut 2a' rLS w Q 1 i 1 UP:p,ES OOSTPA`. wAYFfaMna ._ ORA4 e� s�a1 �Y Nv-95S,7,([) 1 Q l , 1 1 SENORES PRCP06LD WA]Efa11N MY NY.955.97(s on p t 1 < ODWES EoSfI4 svmw SEWER ►ROPOO[D WrVAND ,■,_yaaA tl l a 1 Moms PAL SwTA!/ SEWS! �� J] �`PN-ai.-1966 �o l 1 i '� .� DENOTES Doac OkMJ** Lf4, HOPE"' 1 b 1 © OENO,[S PROPOSED V AADnG NY.9a1 / P I6Y-14'.NOK p10: ,2Y.fs" IMF _ nb j 1 of cm PROPOSM *AWAROEN tS1 • IRE jI ' O 0./7R 1``j �Dt 5 1 a 3 ODOM$ fX WtC TES: 1 oPAD[LS powosm m/s " unm FJPPI. LyunET ODNTRa I RNsT 9'A I O� N!-95A9a I D 1 `\1 } f S O DENOMS COSYnG SSUa MV-0 ," .Y I � rES I FTA.wl3a i If�il 9`J A O y 1 I ■ DENOTES PROPOSED STOwI I,N9Oli/« i O ) D[OaDTES EWSM4 svauw NM.IOIE WARN24 , = 1 1'rrrw..rlw.rw I e. ONOO 1 t-�a�...�.e� T -.:. �1LTr�p, 193 � �iu Y = . WE WNeRACI- SKILL CO JWf Ali HRLAC iRIM `� t �� I2 __ _ <` `a -�'.` ti F I � 004m S COSTND WmA'q �� fde LOCATONS a ALI 010%CP0.W WIREi CAa1x; �.' a7f � � 265- ••�1 - 260-1i IIOP[ 5 15a! ,..,..� � a- pope I e CSTRLCP.1NKs.1WNaLE4CL ME oR SEJt , RlW959.0 _:;:.••:. ^P[ .�, }Lr CEMOIES PRNN= M'DRMT S,RL CSPREs BEFORE eNc WA W $KILL MNG OR n - '�'- rr i QQQQQQeQQOORQ4Q a6 O � .J �. � M CENOiS Pli0P06Eo f.AiC YALx INFl1ACC DE ABO'N[ YAq ENAIAC.FD OI1RIf1C. - 1 OPNSTN AT No cm m O.0 L 1017 1018 nQODa��l�=4� ] i � J aGaSAi1$ � - I r eaY.......NA.eRn'Lw. ww ..zaYl rrINK w .- .-._---- ---..w+.w.-----..--,--r---- --�ti ..,..:�,�� I � a� wnrr.r ..eewlw�isay�r•�'..w rw r..c w • � _ .sa. PA �M r�iru w rA••e+r wl.-as+'N••r.w+ . D.wul . a79M I•AI aNVi�+Ia1 .+LN WEST_ _ .rA..a.9..N.I..rwrl...LNd.Y.N..A.:..a 1 7.-J1AQI� Gs • •" •aASSEST Sl15se[55 PARK MstOi ,....�P....rfW Sw.rA9w.r. �, By oi,,,Trg • sw".Yl v • p• R EDEN TRACE CORP. CHANKA"EI[, Yli swr..a,R•L[Nwe.wl..era.nte.. W58 MALLORY COURT CHANHASSEN, MH 55305 'Prrval• utility Plan A ' 16 M PROPEL£ _ SCALE HORIZ: 1-m50' VERT: 1"-5' ..... n '3... ......A .... .. ;.taw &: -`w 1 H +"1 ....,�..,....,:,,d,.. r`.a75. .... _ice I 430• ••••• •• �OA.Oi: s4�M Sqt SSa Q40x ••• 11+OO 11.30 12.Oo 12.50 13.00 s3.30 14.40 14+30 15+00 15.50 n 1r e A o 50 TOo s50 OENO?ES SOUNDMY tK OMWS V4ST"+c STO'w }EWER ..,.......c< cam -err•- 3 DE-m PROK6W ST'Ow/ SCKR M OTU VOSTV4 Wvvi 1 Oo+O1R PROr050 wAT004 M VDV=D15TNG swu" SEWER DENOu rpmo= smawy SEWER <� 4 OD-m O"STr+O "AA"+O Oa m vwPosED SULOwG Doom OON"4 FES 4 woo rR po" fo/IES Wh n"R.► 0 ti 9E>4= oavm vow W-ai/m ® w 00-No pawos A P " swNa4/Oa p won om"4 sws MY'*O • DEWORs raopo= swawrr rw4mz 'b WPM tnmvc M1'ORANT ,i• oemm M osm wewma w004yo "oposm CAn "t Law POWs m - 957A9 PRonLE �f. Law Kea =A - 6404-57 HORIZ: i'+5O' PA WA - 6+04,57 PA Eav - 911,749 VERT. t'w5' o ... ..... ..... ..... ..,. ..... ..... .AA....ZOO......... ..................... .,...,.,............... .......... ............. .....,.....,...., ..... - . tx1STr+G 7StOLW .......... •� imo VC ' $ o •� �aa .i' .... 'r+in' ., ., Y.. .... MdPOSED " rn '.' a R$ ..... •'� "a" .,... .`�; ... :CFJ.fTEsiluaC CRnoE ... ., ..........,C .,.........,.E "i �. . �.bt.:,.�.. .,. ... .. ... .... .,.,. .. .... ..... ..... .. ,.... ... ;960 O Nw011Ur pwm ' :• ;•'•;•"•tit' 4A cl, YpiC�' �•CONNM To 065Tr4 12' WATCR STUB 1Y 00.'=2 WATCRNAM ; ..... .... ...................r........ ... ;950 BuID MUhlIOLC OAR CND 124 tr:s' >'VC SAR35 Of VASTMG SAWARY STLe O 0.4pX 1d3 If a A4G SOR1,S•0 a4Q',t . 1,T7 IT S` PVC SORSS 746 Pvc SACONTRACTOR TO T41D VEF" O a4" O 0.40 S Ci S22 T a-4" wK.RT PRIOR is OONStRVlOtl ................. ..... ..... ..... ..... ..... ..... .... .. .....A:PVC ssvt3s o.a46k....................;.:: I 14 1 d Tl - -1 9+50 9+00 5+50 S+aO 7+50 7+00 9.50 4+00 5+50 5+00 4+50 4400 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+1 !M•y.r.M "ti.yw•rrywywr.ra. D••�V+•0 e+,_• nr•aw.•.�.�."utl �.+nc....n�.�•.r i •ifoQll Cx -"-� Sg£M M'EST BUSIwI£Sg PARK a-iToa F•yrr.wr.N�.aMw.l3tr.tl YwrAq Fi•p1y.Yg+S.R••3►g.Ps..•iy ECEN TRACE CORP. CHANHAgaCil, YN °anw� swT«Irq.>F,wtarn.r4rs..rRw $168 MALLORY COURT JS�TC.r-..w...-....M w. _____,� er- ,.�,,,,,•'°"°•':'� GHANHASSEN• MN $3305 u.. Pubtla SUwrt d UtWtY Plan srro.e __.. .. ...era••....... ra...s. $ �� - _ - - _ . _ _ _ _ _ aM. rwx•u N••e.r ua4Sa4T � • � r �Pf 3U q p � � . . c`\\`\l "0 S;. .E...,.. .j .... .i .... .(....... .E.. .i.. i. i.......a.i....,.. a , ;.. 950 F• �. .,ET.Y.36'.W.0.0.�015 - .....195Q O OACA ,33`-36' RCV: p940 ..ni..... �. .s. .i. .i., .i.. .p. •1940 a r 3+50 3400 2+50 2.00 1+50 1+00 0*50 0+00 CONSTR()Ct10N NOTES: L sera m ARpNLM SOE KM VOR SADW M0 PAA%ND IAYDur ORADI .U4 Me LOGTUMK.- 2, PRAIR TO OD� TK COMM" WALL rEiD VERPY ALL ZXWNG MUM LOCAM4 A10 N.EM 3.o OR 7.oT 3-0 ANY o Wf-CDr MMG me FO.0 COPAYM014 sole 69 Ruarn m TO " Owv M .A.E wmv, x be LRLRY COPENA Ds Sb L vvZfr YI.E LOPATCa6 00 ELflwTTmS 0 7K OLRDW O PPE SYPOA PRIDR 70 OONSIA OM SDMM COW&XI.otc. 4, ALl-WXAY WWK S WA .BE PE YMCD N A=MMNLC rM WC CRY or dwrv=w SP[ FWATKNS mo 0ALDV4 rMer RLOVVtEMVRS. S. STCr7r SEKK 51ILA K WZ S NV OR APPANM EOUAE. C47CM E15P.5 VPWA K PRECAST REwFORCC7A CaES M CASMIV PKL W eEEMW !-IM i wee a" WX OR APPANM VAK, 1016OL7_S STPLL-BE row rL Ouwrt7ER PRECAST REKOROKp COMCkM PiACCOF*k% L ees ASTM C471L CARw. PM VC nED * M-1731 M.IR.XU SIV41 t A r Or 3 AND A MA)MAAr Or 4 ADA)FrM ! RN & {, VTI.CY VO4DIZ5 VV" 8E COLPACMD TO "X S7k4DM0 PR'CCM MA]OMM CRY ODWY (ATTM 06S"4 OR AAVQD T.99) fRON THE PPK ZONE TO WT D REC FEET Or 7K O A" SVFSAC9 AND /0011 STM6Yd), 0MC" Be TK, 1I M DREE, FM 7. nc D AWM ACE CASTNCS 70 W.7C14 MAL ORADES. •- CG.MAi M r VLL OWE cl VWWA vAn O[ c L rro Two 7OMM V S rewet 10 soft VRDY LOA701 TM CRIES %KM AREk651-454-6M OR TOLL : I= 1. OWMACTOR -u eK AtESPa em foR onwe G TK MPRO IWI wwM wvM AND P"%W4 vvW rn FROM iK tllYS SADIC VMARTA4ri4 1R OaCM O>MACTOR VIAL COO DOD WOW W M N.L. VW" CONPANIM 1Y \ "D 4r a4v4 • ... - r I.EcrtNa wo rsw d Nv-u3.07 sw-M T i•-�-'""." ►'�-'" - - '"_ i 1;� DENGTES 80UWARY wK. _.,N... 4 a oo+olcs DEa+ra/ 1dL(/'/ TAsoNo+T ` a+00 ^ >';"� x -�� y y V i ••�•^^,�cc.--�— 00-M ODs714 stow St." OFAIM 00SM4 WAICbMM DEROtE3 ►nOP65£O wgElow'wr FE l Do•D+KS KusYPr: S,NrTAk. :[wUt DE4M MPOSM SOMYAW $Ewa I 1 t) 0 Worn PROPOSED ww9cS sM�M= f S/ru TRM JklM* 0 0 DO.OTES vwrw STORY 0 ■ M OIE$$ PROPo= Smw IAN+Ddm 0 w*ns vosw4 seem? YY*CU PROF; F_SCA!_E - - -- • DEI'l09E5 PROPOSED SNwuRf A.w+.OIK HORIZ: 1 �-50' a. oD4vgs vum4 NAn'AAN VERT: 1 "-5' }• vp ons PRwosm /tn*M4 .. L47AM PAWOSEO CA9 WAVE. m ..... ..... ..... ..... ................... ..... ,.... v.,a ...,. ,.... ..... ..... ..... ..... .... ,.....................<4 tE7+OrKz LIM Of IN" STMA SEAER PLODS' FOW SwwCKRE OR AT MFERM LK ..... ......,. ., Z. a..>.,..:.....,. �ry... .,.., ..... .... a.... ..... :970 !lhOq EIP r.._l...i.. +p 4nq PrPrP r! 4a/1 fM1ylrS ♦H�np : �_2r <d:5 b,• ,.a.r N'r l>ylyy .r.:r....n ^r' oAw ......,.• TKl.r.a..:................... :...... r..: raaau...: ra.... r..:. n....ne.: l.,.r.r a6oj •..,. .... .,, . r,r...ar ....:..«.....: ..,. ...................... 9ca ..40.............u. .. .. m........... .rr,..a... r..,..w ................ . � '�'nt: .. . a4CK• ... ...................... ..... O Oxa00: : 1l30� 33' RC9 102 tf 33' RCP !iY•T4' Rrr O 0. 0.4LR 0. 0.4= ..... ........... ........................ .,....... ,.. ..... ..... ..... ..... ..... ..... �950 •��PROKX WSUU1T04 SEMEN—6"SANM" $ERV" SERet M MO W Rep .. ..... ..... ..... ..... .. ..... ,.. .... ....a .. ...,. ..... .. O'S yrATK yM. ..:.. ..... ......... .... . ..... .. �.. ..�.. LAwm tNOFJr cad PROPOSTII 30' RCP • _•= TO ACH VE 16' Ll"W I VE97 CA - WARATION 40wi1t tAVDE 24' RCP TO Aal0lE. IS- EWMUM MTICAL.SXfiARwT10rC 940 °940 WARN= .M CONaRA" s1.Ll OOMOCT ALL r SLIC iR.IIFS soft toCArao s OF ALL 0000to" WRM CA KM COA MM PPE; YAMgIAS. VALVLS. OR ORER EARED STR hREs SUCK 9rWe. K VP9A REPA OR $ErrACi THE ADM UEII CN.AOED M044 W Vl/L7fOM AT rn COST m O..M 9+00 6+50 6+00 7*50 -7+00 6+50 6+00 5+30 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1*W 0+50 0400 MCNMA" A ytSNrw r.....4Rwa.A4rrrrArf� .� a.rr r.K r aN. w r ti rra Orf.a - w]w.. Iw1 a.POMrj rrraEysNrylr MrYwwsPMaA.iif w.liwNr C•.'DMtl 1sy. . a � .wr a•r.w%�.+ww1....i.+..rP.a..w�r f iTtl�� i.+s •••••• 11 CRANK SEEN WEST EUSa&" PARK s-Tlw6 e a...NA.r....rr.s.■r�.rw... By r.rti.�*�4sRwwru•Pww+.a EDEN TRACE CORP. —-CNANHASSM UN saT«aw•ffw o.o M rs-0— $1E6 YALLORY COURT CHANHASSEN. MM 55305 °i S ieO PoOao 5lorre Sw�r Plan IMPACTED WETLAND AREAS ® incidental 0.44 cc © 0.07 a c Q 0.03 cc TOTAL 0.54 cc REQUIRED MITIGATION AREA 0.54acx2- 1.08ac PROPOSED WETLAND AREAS NEW WETLAND 0 0.54 cc CREDITS (MITIGATION) PUSUC VALUE CREDITS (PONDS) O 1.12 aC TOTAL 1.66 cc IMPACTED WETLAND ® PROPOSED WETLAND aCups,IARK a rms ..rr .•..+. a rwr �. r wr r wrt t 1 rob! (.++ �.... a1a ra; r� w r.. r •rr. a 1 !� awr rrrw..! p r �•'4.h. I ... a*. w •.. z�u .• w ..w.i.: wwar.. •nr •.. peso-,. J .Fwi�•.ryfW wliw n.. �..�y.ww•rw BY P'... r • • p,y.p �.n•ilerw�wr Swell el ` EDEN TRACE CORP. CHAMA peA►aiASM SSSf M SS PARK s r••• r*. rrr« err raa..r. eo....v • awv.yrq rk wo s•� r«mv • r wrw...er s...+w 6356 MALLORY COURT °•'.--� ems+-. -- er s •-�+ CNANFiASSEN.1tN 35305 r` wouand ulugatbn Nan Od�g T F7.7R FIAW ` n w.iw ocrM �e,� A 1w..II ftwfT ra .avc F.Ir V po i ro s+tr wo waum. el.w.a. feorx CITY Ofs !? ' 22 " w µ a w��. �..�•�.w� ..rnr� � w .ter r�.w..r a wewMw.w......Y. YwrMw.a. pi Y� a i� 4 �y ■S �t� 3tia a YM/ ¢jyj�a ■] (i' F { _ SyTY} bawrLt�s± fi�i! Q.e. Clll' OF CHAHHASSEH :':la:' •ww. RA T widw. f.M w�. w T-rr. a Spew rwa - ..R swe 7.s r.. a..w.ywiw.y r.. :rw.raea Sye}r. rrrrw •wry. C" OP CHASHASSEH ��: 2a.• � ski F.rt.\ .snnnu\ w.s w w F/.1'A wLYEC4 ..W • A wwia.miw. e . C;zu CHAffiHASSEH 4rrwwy a..rara+ ti.-bM » w..•"�i a .c .w.cc .Frr MOM I w L r 1Y ..' 4o.r]kOr. •�. v.wi .Y .�... .ear .M..w !le ti • �� x.mf rwi r �.' � ME 4�41W.R 4w M.r.M '�•~inw� lw9C � r2W w � r..w iw�.Ar•�/LL::T? CITY op t':,::'!5 CBAgHASSEH Box 2a• ■■n- vpxR" vat SI M smt CANUSSIX ......r .f. + wr.... { o-.: a...d.r.eL Y � r r'r'^sN ►_? ^1M'�"�N� z�„u..... r.r 5£CT1C![ A —A S.w. CTPY ce i t-v .fR.4 =.t CITY Co. PV=) Cv: CHASHASSEH s� • �' axsr HA Y ,a"ir n aqqa3o..uM o c f.wdWO. KP3.i CITY OR cHAsaASSEx �:�:,�. rt r •� r w •Yr� rwaMw:i a.er .ee .! If. y�Y ..w.r prM 16 K CHABHASSES 77 Iv l.wM Ri.gi � 1TrM 86Y ra.r+ I isu[Atic 'M 'Pop yh�..a+rss�e :!* ar p N Yw++1 Mww Ww. wt M MW M r..+..w ar YwY a Mlwr M.. Fr wi..�.rw�M�+�aFR..r S1 FlCY CBAKRASSSN .I w..... �•�• r dr . r r.rnr . rri SECIlU!! A -A ]Y XwMa.11Na ,4 ES CITY oft CRIUSSEX . .� 1 ••}•S.dlw� •' M •bi.'-r-YeY Y M Ewe. w a� •� i yrt � r rww MUM l qw M+ N w.y+1 J W ww. ww w�w.M. ► vr.. r r wi w..r w �.w r•.... CITY Ce CHABHASSEH:.:cstla: .w�M \aal w.wws.a �rwoo..»o .wexoi.. rw. cw... a~ r..wtw iue r..oewn .r-aw.. a .wF•rd *� .o.e orr L F aw wr aM.i wr. SMw.7M�rw.r �.Y� �yww+•••MMtl+.�... i—� I CHAHH1lSSES fw� w.w r M 1k lM 1M lam+ �M r I CRY OF :'."'i:lPiI :4 CHAHHASS£8c� .wee.-.1 '�•��'� � W a \ 4f.wMrw..Y lr P.�a•..Mr.. q. r..w rw �r }YM�r.wV 'grywa r.ww . i%r .r w� w..�• ..a aa. r.. a w.�:w�r w w r w..••.rm. F.ryw :o, .oir� •°°�� CHASHASSEH �:.� .s, rW.' ., ., =Z3 ....q.rin.wrr.w.�w..aFw....r r+ . .. Sr-haell Ca :.. «. a MPlASSF1! MffST titlSbtfSS PARK S�1T-06 ��,s„�-vf. �,' EDEN TRACE CORA. cHAralAsssw urt SatT"&4*E.vtiw..."R.iSwvft . 0138 MALLORY COURT 0-- 144ft,___ ,�, �CHANHASSEN. uN SS305 "r D�Ngs Mils I k I k Roma. UVK CRY OR CBAIBASSEB ar n r[.A rMaAs WNi4Y Au4 Rrrrr�•es N ww peE, r-.Sa avo max. r[i K iM Au9R1�. 9T, WEAR COARSE AM CETAR oA..au rr N +.or ao.oc[ �Aur Ot BASE OR WQER OXOSE A" OETAk 14K% !3 [ ..F'us oO.aE[ .oA�s+�i Ross sw ae Vera Vr n vow nc a. R..o�rn aaws �M..a 4 VAtOAM CUL-4X--SAAC CrTy on ti r irw..A.r ..b.r rr �r M wb.. M .•Na i.iwR w w.•..a N r .� r r ' CRY OR C8AE8ASSEH �;.�� ri 2-w \..—i 431-- 9SOLOETMVIEW R+MACLt MArJONVtEW ROAD DRIB': MET PROTECTX)N WISCO W4W 8 FOR C:I ALM uAHOL" WrM OAATEO C O%TA TOP SLAB MOM RO 27 e $ >• r a a' r r SLST*Xig-$ W.. AI ►.-- Rw M&�-4:Es— erry co CBAXHASSEB CMD:1=1 aa;• -" ars �A i..wfY M 1 +�Ec r MT[i An< iti MNslp ray n 1niE A.m�CvN ' Mq�i ry ue�•m�c \ � rAs.C'�IL YpIF[ ! Rntt YNrC (. V d N! iH\Or AA il�EArl ZAV A ro..p r Y A w4..flE +E •tl[_w ! r•C. tl� .0 ArK [ iIL11i !i!-AwFJR.i�ldt isE(M (N) p AR C CrTY OR SAW2;R 1.03 2Tp971 SMO-Off TRAP AS %~ACIURED 8r wuAcoucs+AuovEc. �An, +fxza NOTE: wh.t yw M�wiw.i tiw RFn M W w .rL Clri' OF GUrn WSk CBAlBASS£E stm "I rRo 1.011 " &=A J e o...r+eeu3.w wws ..... • _ •-•r s- r r_r a_ .i` h.wasn n,.r nsa j W�' nMl lT/1'iiA crrY OP Cm of- _ • i:. CHA�BASSE� F A .:• ��,!�1M"Y.:♦*�.1,�%i '•.Y�SfOM�i �I1C.♦♦.q �e1a�.f +♦��i.• w.++iiD mo R9'fa'r• f. i:G ♦D4 a Alt �9 (SVVa2v Ilk � l� �W L� �r 4 * Imo: V .'A'LPlaKl�i'•A+.-: i1s1s A1A:O��i►_4� � 1~ W. rW A ■ �/ +yy ,',.:�.�. »�t+•�"•' o a v 6a a' �i,_�lV'� +►'►�, ��,."��►F�T�a sz � o � !a � e '/ v ssF',l�* �n�wp+L��t*'!)�il�� t'r; s�A + S['«�ay+'"'�1n + s e '►"� 4 a�s @ft�'Fi s ,R 19 rts'ia�'d�:3�'x-.�►��►:�.r::.i��►iEY�aL0a�1►%.:.�'��twiP�Kw�R.itiaJ, � ��Z��9a�1 e = PLANT LEGEND /�\ ocn+aRr oE[aaws nxt Oft.W.UL Was �0 COMFERm TREES V SWARSIfGQ. s —'DOE SELD M. W./Dp1 310 wpLN.D ofKt SEED IAX—/W! "sk SEED WS Ls OT WRDEN SEED WR. W." 26■ aWMAI TURF SEED tAXf WVWV 250 © (YLL. DRTW2[D AREAS Nw IRME- r Litt SEED I") W LANDSCAPE NOTES A. VCR" AL LMOSCAK WPRO RYES — AC"KS AND SIC -.ME- 2. fC!0 MOO SLID TAN A+FA SLED 2-fWT CL(W 7, KLOW NRWL WAIER UM (NM) TO VICK WATER LEVEL D•IL) Ltsr W-ttal SEW WR 310 AS LOCATED W L046CAK PLAN SEED MTLN.I A-dWLaKA 51MLL OE PER W4402 2003 SEEW4 MMRA , PKYM ER054N CONTROL DCV"S AS WCESWR WL SEED IStstRKGWO. VJMCQ AREAS LINL ALL AREAS ARE ESTA8L0'.E*, 1 KX aRpr, SEED 165 ftrl WA*o LEA" DELPtATot tot TRDI wVto SEED M ■wsR Is As Lo[AKO W LAADS AAPC PLM. SE -m-MAL -0.sLr.va[x+ vrlc DE PER t+]/DOT 200.7 SEWR4 AwAAtL PRTtOE tR/S4•r CONTROL OOfUS AS rE[ESSARr LFxL SEED a tsxAft [m RESEED AREAS VON, ALL ALAS AFT. ESVADLNKA QAp3 f rtwr� �rf� rx AREA YEp NlTli W✓DDE StEO MM M AS IOCOCO CM W455CAK PkA1L SEED W TEIML AND ►6lk"T4N SN A $C PER T.rF/W! 2063 SEEWO WRNIw� sRbADE ER054N CWtRM MACE$ As KCtSSAFF VOL SEED IS ESIALt4.Ea RESEED AREAS WIL AL , AMAS ARE ESTA0.GKD, 3. pA. Wr.F v_Ee_t.x war SEED ALt OS"Wl) TMOSCAPED AREAS. N1 A4CME0 TO AE PAVE0. POW LOGE SE DE WE11AeQ (RfrER SEEDER OR RAM 6 K HEDEO w4TR Mn/001 SEED IRS 25D SEED YVTERYL MO R6LR At" SxVC M PER Iw/q0! 20" SE[OAC NwaMi_ fRW10E EROSIM Cwtwx AS KCESSNFF tPRI St[D 4 ESL%9US ED, RESEED MUSS W Alt NM AAE tSUWS.M frWL OEKtOPV[NT 01FOMDC AOEA1CryL DFONW10N FOR -010AL t+ AOT L/A46CAPM' 6. COLbACM to KRIN MAWS PCOA" AS REELCM0 W PLA L ACEOV VA DStAF% AFMi[T D PLAN AM.Y>COMC OD bT LAM- AL[ MANS HI0A4 TO AD.EK to TK A.C.Cm 51NOLR0 FOR yRAw S99M WEST VERS04 ADD fERM9(dL 0CM- M AN PtSTM AS WCCSSART FOR 7_ PRO61CC A ~Ad Or 0 TOPSOR. W LAWN AREAS " 12• TOP' W VNSCAK SEOL AID SM McNoVICNCS FOR 0"W'M PLAN V*WEL IL Srtt00(6 P010w000 "ADC SWU 6E MORE0. WO C4%p" In S`LVL OR APPRWEp [OWL. SA.DLC WE AND SHRA PLMO"M SHALL PM [ A e K[ SIPKOM 1MROWODD %AL" R14 AFO.M EACH SASE. DEC4+OVS M. rWSERML, SNAIL rM ( A MwA1M r DuM. ..L1[R RVf RGREEN PLANT LWI(RML SWi _W A "10 TO pt "tK. 9. CWST: 4 MES AAD St�B•i. TWYybOVE M f110PLRlY. SIMtt at PgwEO ED WMI ,c DEAD OR 'kPOESA.N E MOS AND EO SN PtMV VCR DESWAFL[ APPFMArCE Ato COIF 10 TEF A QZ70 D4N0AL. O W ACTOR 10 CttAR AN CAL■ EIDSIAG VEGETAFiV1 AN &SPM OF AL- FAWO Aki OFF-W PER pp"C1 RPWOIEwwsT ID CW"tAC70R TO WATER FlM1 WWVL. "V4 RSTANE4N Mq DIAL 4STABLF3KNT PERM VOLWE Or WATER 10 M PER MANE REQARF4EN( foe l tStA9L@RIEM Mq-vaA%EFOAM st. oNd2AOM 10 LwAFMDY ACw PlNR ,VIE M FtR TWO_VEARS kf0v PROJECT COwLETON AND MIRY AMVIANCc. ANl1 DEAD .W DYr'F` MIV.t IM/EBAL "A K KPV'CED. REPLACE" MUERIL SNNE K wARRA * IV* OK YEAR fKM TK I" Or ftWr w 12._ CWTRACIOR 10 DGMA Or AU REMNftS CO-SeC. = PLANT SCHEDULE Qs Pr.'" i • V.'.i was �"' r--" W rA ENS IS) $S On i'OMMOM MAAt /LAM MALE 512E ROOT K.APo s K ii SS wAEnoDVs! w; n..-., bw}r Verd•!Mt e1: 5 aA■ slRAAIE AOER r► SL "LLB ASN Ar ti• r 2 5 �■ SWA6.1 LEAC[R LL 36 1 TLEL[As LW". TAR t�AR•rr 2.5• DAD ,PIYp.I LEADER AM fLL MONN K 90 ALL . •.A..IP NT ■AD $ F AN FLA iDR.I wP 57 1WR ,,,i6•, Nl ~■ AN flt fORW AM 9• MAPLE A[M ' AS �■ $1RA1p1I t[ADCR u •a SNoNCAAs w, y 25 sag yIRA lIAZER C-ow OBt 11. LRrsw 31 MT F.-0 SRACf C%xwy AW5 Wy.. 40.T wAILACR A R IhMM •A-Ao. WW.M✓ SFkAhl �, 3:-4- 9•AEE. tKRII' . rps 92 A rIm«. rwF o .«: PO T AN -0 S.AAA a. CV.S 103 •.w. twwl6 I.e,...! POT SP � - AROr{1 NEtMOCAMA *A POI PLAVT 5.D O. - MgyF,AM HROTLN DAE cwARAITaR To KRRV pIRPTM[3 S1oWN ON DE MAN ` T I 1 W LANDSCAPE REQUIREMENTS OECUVOVS 1REt: 41 WE \JCL/) ]0 30 1 (T00V \30 - 30 , [>R wom F VtR1r VK (W.FRRVARD 0- 20 OE*" { QVERSTORV EKE: (S bits / "o.) YIXRSTM/ 6• EKD1iT[CR T•EC: (tO TREES / W) 60 120 60 120 • SNkw (Is 9-wn / 300) in too -(R) Al • WEST PROP M %K (NFFtRYAFO ■- IV DE" OVRSIXW IREC, (2 WES / L00') tt 1T LP4[RS%W/ P MAGRECN TREta, (+ "US / 100') 31 33 Rpp S 40 (6 i 4wu / 6O0) 07 51 LE7 • SOLR' PIQPLM LRE (VJMWARD C-' IV DEP A MRr RSIO2KC: C3 Two / -W) A• •S 7AOERMft/ 6• LAKKEN Inc,. (6 RK(S ` P mo n V-AS / too7 to3 1D. a ; • EAST PRO -My LPC CAAMRYARD C- -W 00" OYEntDW TREE: tt 2KCS /too) 2S 32 lk 1MRR10RY/ t MROREEN bEV 0 >w[is / tow) ; 0 Qf a (S gain / 1OD771 Tt.Rnr.+FFE,ww.r�.F`e.++b•...•a.. D••'aw 0y F+� -,:,. • • � NW AE)17 o OF C$AH 7S a CALM BLVD. .WrNe.oR..+a.wF,rI.R..LarL.�.r�w• r JR.i)oell & •• 6-t7•os „R,a„ g EDEN TRACE CORP. CHAN)(AESE)(,L6N_ SRDALESY■•GworNAL.+•tsr.TR« 8130 MALLORY COURT TW .P•r - - ,mot..,,'"' CHANHASSEN. MN 55305 ` r` C-ont♦pt L.■+W6eDp♦ Ot♦n EV,R L^62D05 s�,r.2RIW - 6 � � o as�.R.r. 13,,76 - - - - _. - - $RR Plei•N PA.w.per fiMRtp) = DECIDUOUS TREE iN CONIFEROUS TREE TWO ALTEMUIE METHODS OF Holm MIX STAKNC ARE KMWAYEO OCPO TO HAVE SWZXEO HARDWOOD WlW tPUSS NOTLO ODf"$E• tT IS 1LIE CONYRACTOR'S CP➢ON/ I40 MLLCH TO 8E N OMTACT VAIN WMN K- ro STAKE rFtEfi toowVTR, 4AE CONTRACTOR 6 RfSSPONS73L.0 FCt SCARSY BOTTOM AND SCES 0r` HOLE PRIOR TO PLANING, MANIAHM TREES IN A PLUMB TWO ALTOWATEWOODS OF TREE. STA04 ARE LLVSIRAIEOL POSTIDN WXWLIC WT THE GUARANTEE. PEFDO0. IT tS THE CCNTRACTOR°S OP" TO STAKE WEfi NOrmE%sk THE CONTRACTOR IS SCARYY OWYOM AND SDES OF itESPOWOM FOR MANTAW4 TREES N A PWW3 POStnON SHROtIC10VT THE HOLE PRIOR To PLMt Tr4 OJARANTEE .PERM PLACE ROOT COLLAR AT OR JUST PUCE ROOM COLLAR AT OR JUST ABOVE FHSNIE.O LYtADE,. ABOVE FINSHEO CRAM DOUBLE STRAND T4 GJL- TDIr- MLE STRAND !4 GA rIFIE � Y O 720' wTFRVALS (Ira.) 5 0 120 NTERYAES (IY?) IV POLVPROPYLCNE OR It' POLM"VLENE OR PMVEMOL NE (4O ML. - POLYE�IitNENE () MR, I.T/2' 11D[ STRAP t T-T/Y WIDE. Sr1UP iYa.) .) -O• STEEL STAKE IRE(*RAP TO sLRiT EatArtW - oNE PER rlra£ rLAGVP4 - ONE PEIL AMR[ TSALL TO 9T ON ROOTBALL TO 57T ON SLIBGRACE MULCH - ' DEEP SNOEO kEOBAA K VAPtADC MACH - 4' CEPTN SHREDDED MARDWWDW M'LESS NOTED OTHERMSE) (LwLESS NOTED OTMLRYA$E) TO ORPLIJE VAJ LS STLTx STAKE PLANTING SOL - SEE SPEC: V :a i. r IM SOL - SEE SPEC. TOP$OR. Tonm SLOGRADC 9 ' CAE - - - ZAT Oi 24• w0oo STAKE SET `= �m VRA' E TA70O STAKE Now_ .IHIE HOLE FOR "TW. MUST BE AT LEAST IMICE I1C. WIDTH OF THE NMI GALL ALL TREES TO 8E PLANTED VAIN t-E R00T COLLAR LM OR WGR LY ABOVE CtADC. = STEEP SLOPE PLANTING EKLSTNC CRAX CUT AREA PLANT AocomrtG TO PLANING OETALS OCLOW AS APPUCASLE SACWLI,. AREA .•r NOTE- T. tXytMXO EXCAVATION AND 8ACKFXL SOL TO A PONT DOWIMOPE EQUAL TO OR LOWER N ELEVATLON THAN THE 80TT0N1 OF THE HOLE- DIRECTLY BENEATH THE PLANT TO NWM ADEOUAlE- DRLMACE N HEAVY SCLS MArLA1R WIL MUST BE ADDED AS OACKFa N AREAS OF POOR ORANAW_ NOTE: THE ROLE FOR PLINTwC MUST 8E AT LEAST TNLE. THE W 01H OF 11C RWI BALL ALL. TREES TO BE RANTED Wlk THE ROOT COLLAR LEVEL OR SVDRLY AWYE, GRADE. M WATERING GUIDELINES AC A.CL d Or WA1ER PEIL a..�_, .,, ,, ,tirsL cA Wo+ LCAL1cuLi A OWC 7*ANIPIA141050.,0? TREES cr OALPER•) /.uED a aUN.Am" 20A DE Ls EARS ROOT WPCES 15A skuxh a vitoPED !01 swa..05 LAKE ROOT OR TI CWTANUI SHR.Q3 WCWY SEEOLIIGS Ai HCROOCEOUS MOIIDCCYEI6 AND SR VNES ,) TW MAYXOW4 CLX0.rCS ASTUTE A SOL CONOl11d1 AWOL AtEOUAN( 09 R01 CKtS9YE OR POOR ORAIIACE. WATARNJ FDEw ANO M"M OF APPL"mo11 WZY B[ WaED CMSLERI•G PREYA W, SOIL WOc5TW1E AND MOM" CONDIOOHS DFKAIDGIR DS tlN01YN6 Mh "MAX 6UT NOP I)MESSW SOIL WOISMRE N DE RDD1 TONIL OF WW PIAKfr= MUST BE WANEWM AF ALL TNICS M*tMIODVT *9 O aMNO SEASON FOR M "tYr TYK, YE/ FOI.LOWFA; YLAN1•IC. WAMDW4 WY SE REQAaFD WEMY OR F4YrtOtE V D6 OELEIDI,o2Km SHALL $C MICE W " OOM OC1'M ItCONLPIOW tS A0 SM IMF AK WA M4 OUDMIW E AW 1EOIAtOWPNS OF IE CW*ACF ALOOWW FALIFIE YO OORREEI RAs1A; DTFRYK W SIfPtDAxr-L WATERING OR VA rjK, p OOICpA5a1E FOR 00=5NE SOL WQAP%M AND Dki AGE PRDDLEMS WY W$LLT N 11MDWE49LE VL*M LTADNP PD RAW ND OR W0 M beff- M SHRUB Now_ HAND LAO%x 9001S OF CONTAMPOZED MATERIAL. (TW.) SCARUY 80TTOM AM S1LY$ Or „•,�, HOLE PRIOR rogpycANTI�w WA 7= OAACAc� OR .wl wL4A -.- A — Y•4:+V1 1 fA NOTEsD OD rABwc . EE PLANTm SOL.- SEE SPEC FCCNC REFER TO PLAN FOR 0R0 Co" 5WJ87AM CCNVMP4 OF ShFNB N wo TO TAM PRECEDENCE OVER CMENSION FROM EDGE-. THE HOLE FOR PLANTNG MUST SE AT LEAST TMCE IHE MIR OF THE ROOT SALS- ALL SHRUBS TO SE PLANTED AAIi " ROOT CMM LEVEL OR RJGHTtY ABOVC CRAM wkc;.$" THE OONaML70R S.0 CWWf ALL ftALC VNJM r011 LOGMW3 OF ALL UNOERWOL,D WMM C.B4 S COWDFIA PIPES. LLU110 M WYES, OR *T"A PAWO SnWR#n 16011E OIDODO. W SNNL WA-R OR 19PLAU IE ABOVE W14T O400CD DJ&4 0016R KUX AT W OOSE 10 OWAER. IA..OISUYFr til1W�••, F'•FA.AM•r.•,A� 8Y. f+ .T��Wu.y.r:.wPreW,.LIW..1l.r•.P. !O@ii .' �•••.• - °wMtY QUAD of CEAH TE i CAI9N 6LYD. MTTos Aw jY ,wdWMiw.INIWYILMref. C,�� 1).~Vv. Swv*~-ph-am EDEN TRACE CORP, CHANKASS[M YN SoIT-OW.I&WWO-044a8-lk- SISO MALLORY COURT CHANHASSEN, MN 55305 LanAas « u�� Dataos 14a16 s - OUTL T I j 6 < j / 5cp / F l it 1 s fill 1 8i'llt 1 v 4 It Pal. .W6 8 i 1 7 vi 4 3 I ~ F t E y t eras s01L lea i r I ! 1 'Y Rrorw^�,� I 2 �'0UTL0T.A' • I I e 11 ti� •E�lF E�pSJa+� i 1 [ I I 1 i;. WARN= mv--o C.S.A.H. 18 LYMAN BLVD. r ' —* iorJsq.6 a ova occffi Douro r m cmtm "`• ,�. 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CITY OF LiG-TiNG CBANHACSCK POLE v°'. • . !/ce wr: 2-97 5240 / �inell 1 a e oa EDEN TRACE CORP. 1f Hw of QUAD or CSAK +a = OALPRi suro' °+ Sear«nne~:[.wr r $156 MALLORY COURT AssF� �e>t __ -- WY,I�YTII� CHANHASSEN, MH $5305 tl` Co"opt up twa Pon irJNiB a.w r•ey.a wu .. a2e,eoW SrOR4 WATER POLLUMN PRMNT10N PLAN (SWPPP) GENERA NOTEs AMC' " EARRK. CAL FUN S(t 6 PART Or DfS SWFIV ProAEC1 /AWE.- CNAMAATSEN REST &G-oEss P-w cV4x0PER/OAAER. EDEN YRACC cow RTs6 .M ADw ODR6 6MMMSSCIL MN W17 Cpp4ACT: MAP! LPOESLAD PRDAL:. (952) 361-0722 FAA: (162) 561.0725 04-CEP: SC,OCU. a MADSOK NO,. cwwtAERRY MCKWAMI PRONEz 052) 947.9620 FAR (952)-446-*00 CESCPPION OF'CONSTRMYO. ACVffv R NEW eULDPCL SIt CRAUNO. ftax STREET. LAAAEs. SToRMwATER POM'% A WETLAND mffW N RESPMMSBL.E PARSES; Ow{R sAMEAsAwx CRAOVG CONLMLTOR TBA CONENM PNwf , VnM AM STREET COWMACsx TBA CONTACT: nox TNT. {YN!IAA ��. Wtt NAME WOML RESPOCARM FOR IOW VKXwON Of DIE SWPPP BEFORE AM OWP'D VDNS CWO6. TRANSFER OE RESPORsRRt STY rGR 4t- P FROM SIC CW04 CO.pWMtTOR TD STREET AM DTKdN CONlMC10R. FOLLOAYIG set DAADrf COWL(T0L WHEN AL EROi CONTROL WE SUES MANS RECN AASlAL1ED BY T.K WC G RN*4 CO.RAACTOR AS rEOLIADD AND AE N WOAX04 ORDER WHNCNA WED Or IMNIEwv{E, AM A4 WASU/Es NANC MEN REYEYED AND ACRrItO RY THE WKCT AM L4 ft CONTRACTOR CREPT FnR RFK mcsoDWADN WH MIST CEMDA6WINE THA a 6 vm9LT CAOM.NC. DEN INS S2R0 AM Litt" CWB%%CM VALE EICCLR[ AN W CA'APAAUTpN FOR Kfta DNAM'JEl/MMOOFWOr FORK' 0-AAM OR�FE a WWWPCLTIATE.MLD54 FOR DE elM6ILRENCL OF REsP01.SOUNY !.DER 7AE ORRCPML 7FR5 ►EAM V'59" FOR DE RADAR S1Mrw� Wu -4 PESPOESDLRY FOR LAME TERM CPfLg1CN AM LAM. AAV{'E Df THE PAMEMENT STORM RATER M..CEM(M T SYSTEM! MENTA " CONTRA" SNA[ COMPLY 0KEK " FOLLCMMC SEOLENC(. 1, 16TN4 R'OCE 0OASVW4YON END.AAEE 2. INSTALL PER.CttR SEOMEM tOMPQ DtvEES ESL% FFNCt). CLEAR If LCS AS PKKSSARA ED AUER P6TALATOL .a NSIAA TACC "ACT" ft." 4. CLEAR "a CAR; FOR STORMWATER VOAD ? CONSIMUCY S70"ATER POND L 4d%LL. V" PER-91CR 50 ft," 7,. CMAT-A CWRFG AM OTA -904 l STOCKPILC. TOPSOL FOR RE-W 9. COMPLETE Sa CPADWG TO, SIABL¢E M&"b AREAS AM S1OwLts NWN T.RC fRMNE t6TC0 N MDSOM PRMMOM PRACM 1t__ -61AA LItAm BORN stYER. STON OPNM FIST VfUIECTo k CLR6 a DATER a PA G t2.. WNEM At C0.521"C ON A"." 6 COMPETE AM TA SRI STANRlOY0. REMOTE ACQAAAAIED SEC.ENY FROM STORKWATER POD, REMOK SLDAENF CWBKL MIPy, MD RESEED ANY AREAS 0"MI E0 BY TAR REAKhOt. r„ CDd*AUOR 70 A04M 10 At *fQLMW EWM OF Oc M f"S0'IA PO.LUVON CONMOt AOENCY 0 P D.CS PCPAT, VCLAOFG TA REOUREMEM TO WO 2t TA AREA DSAABCD W CRM04 a ANY GNEN TARE AND TO COLPLETC TURF RESTORAW N LION TA ERE RECURRED BY DE PERMIT SLIER COYPLC%CN CC ORAOFG OF AN AREA 2. COPY Cir tA� E A FLANS A" E[ ON DE 9K W EA[KR CONSIsy m ). NAP'S REFER TO toOSr}4 MD SEO.E14 CDNR PAACTMCCS CEFPAO RA TA LWCA P,=CI.G DATER AkMLFY N A LNN AREAS AM TA w RAE• A CONSTRUCTOR SM ER V,06 AM SCO.DA CONTROL PEA AW4 MA'YDFOpK, 4. AL CMSON AMID SEOAEN OD NIAOL FACLffCS (SM WS) SHMAL RE RYSDLACO AM IN CIKWDM ►ROTE TO LAM 06tLRMNCE ACCMTES .DIA CROWN CONTROLS Su[N AS DEAA6 CK OAND TEMPORARY $0 PONDS MAY BE R6TALLLD AS CRUDINO OO ARS N TA SPECK AREA. TAY SANK RE MANNED !Pat OMSTERKTON 6 COW\ETEO AND D( POTENT11A FOR MD5K N HAS PASSED, S.. I E SAWS SROWR ON tE PLANS ARE W WMARA. REO/ REW1AS FOR TA ANT101PATED SITE COMBDA6 AS CONSL%XTON PRODFESSES AM wEYFECT(D ON SEASONA CONW045 CACWE, TA fiR1NME SNNL N4CIPNC TRMT MORE VMFcS RLL RC NECESSARY 10 ENS RE MOSK)N AND SEORCNT CONTROL ON THE SAC, DROP TA CWM Or CaMAX104. A 6 TA RESPON4BLRY OF " P(RNREE 20 AOMSS MA NEW COMM04S DINT MAY M CREATED Br 0A6IPJCTd6 Af{7RNTES AM/OR CLIMATIC ENEWS AM TO PROW" AMTONML OAKS CAER AM ARM DE AANAAAA WOUFERORMS SOWN, ON DE PLANS W0 WAY BE KEDEO TO PROVROE ErrECTM VROTECTOM OF RATER AM SOA K$pRRCCS. A AL TREES NOT LISTED FOR REMOVAL • MLL HC PRMtTEG OO NOT OFERAH EONPMENI MT)RR. TA. DRR'LNE, ROOT ZONES OR W'WRIM tPEC PROTECIOM FENCE AREAS. 7e WHERCVER POSSOLL RRESEkK THE EA6100 TREES. ORASS AM ODOR KG(TA" COVER 10+SUP rLTER A040". B OPERATE TRACE EDAPMENT COM" W AND DAWN XnVSEO SOL MORES ON fPAAL PAS; LUN.F TRACK GACKAKS MtPENOCLVR TO TA SLOP(_ DO NOT BACK -MADE, LUK A SURFACE XXXK TO MA2E CAOS AL A TEMPORAR+ SEED SA 8E WiM NK 909 D 50 t85. PER ACRE OR A►PAMO EQRA. W LCAY SNAL SE WCOR r&t I (CLEAN OAT SYRAW) • 2 TONS PER ACRE M APPWAD ECUAL AND 0" AK>GKO N PLAC( nT APPROJCO EQUAL. "WALLED TO MNMAF SO I COKRACC OF ONE. SRFACC AREA CR7LA2ED, 10.. PERMANENT VW DESTOR.ATION 6 UCOA4 N ACCORONNC[ MTN NP40T 16M SCEO 6 Am"U" "0 Al M FOLPDS VCR ACRE. YIPE F MLACM A7 W I CMW" WRN DISC AIRdt 1CLAIAO SE10.4 6 MODE YAARE 251 AT 20 PONDS PER ACRE. LPLAO 9JFrM G ROOMS SB N 20 POUNDS PER ACRE, I FBER RLANIM (V6tAL ONLY WHERE FRIOUAD 6 CKSBA*ED) AL SEEDED AREAS ARE TO RECEDE TWP( A AAMxM K A064 AOR OR MVAN CONTV9X ft-ET TTPE x OR WOFADMEOM MD. 1ACKFC* AAACM I1. AOPts AT S I OR STECPCL MD/0. MERE WOCATED ON I E PLAN& SAND RC SEEDED N0 -AA AN (UM** CONTROL CLAAA¢1 TYPE 3 INSTALLED OR MAY BE N VAOSEEDEA WIDA TADWE , W.CNL 12, DE COIYBMtim SRIL REM 4 AL SOLS AND SEOBEMT 1RAWO 0410 CL6T.4 PUMC SWEETS AND rRAO ANUS 0. A EARLY BASS OR AS PEt#0. 11 F BLOW.G 06M SEODMES A NASM,CL ItC CWTRACTOR SMla APPLY WATER FROM A TAME ll C t0 At WNSDRUCDOM AREAS MWW4 24 FORS OR AS V KCTED Br I E Ptt Or 6N+rsSERL. 14, MKOWRT fO LOWN4 SRL ORAC94 OPCRAY04S AND PROR 90 INC NSULWON OF .ITLR[S DE ENTQ [ 4TE (EXCEPT ROADWAYS) SwL AwE BEEN SfEaO AND ALIMD AM SLT FOSS SwF. MANE BEEN P6MUE0 AAOAPD ALL ROADS. IS.- At. TEMPORARY EROSION AND SEDIENT. CONTROL. MEASURES 91N.L BE PROFEILT OSAOIED OF MWWN 11.17Y (70) DAYS AFTER FINAL SIC STAR ATOM 6 ADOMD OR MICA DE TEMPORARY ACA5LiE5 ARE M LOWER ACCOEA RAMP` I. -Wet I. -Wet .• M . LA :1 4A F.; A. STORM V4ER�POLLtITIOITE`FyrNDON PLAN A TIE iONTRAC"ft UM L IALEMENT I E SWPPP AND TH4 PCOLRREMENTS OF THIS PAP , DE SCSI AWNNDCMAEm PRACTKES (BMA.) OENTFCD N VE SWPPP AND N TmS FERMI MINST K «STALLED N AM APPROPRWC. AND VUNCTDAAL MANKR 8. rROSKTN PPM14TOR PRA[TML'f5 • THE OOAmW" 9-A ApLDEAT C067TACTD. P SwG YECCUTAE BUFFER SMM KQZQ TEAL SLOPE WRAONr AM *Wit CON5IRUCI04 PRACTCCS INAT N"aC CA SK) L DE LOCATOR "OF ARM NOT 70 M DS%0WO MPAI M MLFKATED (E,D. Web. RAGS, STARES. SGNT, SL7 FENCE, ETC) ON WE OCKLOPLKMT RTC_ BEFORE WORK IKGP • ALL COMO SOT. AREAS MORE 200 FfCT Or A SURFACE WATER OR ANY STORMFArM COINCYAMA SYSTEM WRq. 6 CONNECTED TO A SUFFICE WATER MUST BC STABL6(0 LAWNp7. �D..AYS (STEEPER W.AW St SLOPES). ILA DAYS (10* TO Al SLOPES). ON 21 LAYS OXAME DMA« SQL} SE AREAS P CLV`C FORD SIM SLOPES. EXPOSED SOIL AREAS RMM A FORUM ROPE TO A CUi MD DN1ER SmTm ROAR StW&Rt FLEE. oAArAACC O"m Q ObER SYSTEM DMT 050YWC(S 10 A sWCACC WNLL • TA •DRAM& RCIICD PER -ATM OF ANY CRANACC MtON LUST 8E 51ABLQEO "TUFT TOO L. PER'. DE PROPEM (DOE. OR FROM M FOFd CC OSOMROC TO AN s1RFADE RAER (AAPD4 24 NOUM5 OF C01140W. 10 A S1PfAC( WATER). • PIPE OUTLETS WSW Or PftD MOEO RL'M TEMPORARY, OR rENAMEM ENERGY NSSIPATON MBAR 2. MOPS OF COFECTIM 70 A SIT." RATER C, St0"AE/fT_C'0D1R0L_P1XTCfs • SCOMAd COMFOL PTU[TCES MIST MANIAAU ADNE.O EAREANO SURFACE WNMS, CNIC ET MO UOAENI RASA$ AEOWK SEDBC.T COMIPA PAACW[Cs ONLY AS APPwPPATE to* SIE OONO L IF DOWN GRACE SYSTEM 6 OKOLOOE0. ADDff*w LPCWO( PRACF"& MAI DE NSTALCOL N0 TA SRPPP A.US1 BE AM[.CCO. TARE Do" RE SO M SLOPE tENGTr OF CREME! DMN 75 r[[T FOR SLOPES R IN A CIAO[ OF MI OR STEEPER SLOPES MMY RE SPOKEN RAWN SLT FOEt. ROLL DECK OMAS, COMPOST S-M OR OWER APPMXO MMD AND/OR AS SHORN OR W CROSOA COAIROL PLAN • SCDAEAR COMTACL P2101[(s AA61 BC ESTAR<6ED ON 001RAOPADE. PC9"2ERS BEFORE WORAOE LAND 06AROM ACPANKS e[C.M • tof TIRE Of uOAA AR CD.TAOt PA.CYCES SLAY BC AOAMM TO ACCOMMOGAIF 901T TEPR ACTUATES. MQWEA£t TREY PRACTCES MUSI RE F4TALLEO PEFORE BA WAY PRECPRCNON VENT MN F THE ACTAATT 6 14I OOWLETE. Cwt*kCTM MUST "MCI ALL S70RM DRAM PETS SY AMAOP(MUTE • EMW's OLRPG 00.67R oom LINTL AL sOIRDES RTWW VOKAITAL. FOR 060UAAGNG FO D C wAT wK BEEN STAftVM. • TEMPORARY SYOCMRES MART KWE SLI FENCE APO" IHC PER.ACTEt OF TOE BASE CF DE STOClIPLE AM CANNOT 8E ftKEO N S RFACC RATERS, NCU CW, STORM WATER CWAYAYCES SOUR AS CARE AM MISTER SYSTEMS, OR COMLATs OR PTDES • YtMRCLE TRAN04 MAST RC VP MAZEO V SAWS STREET SREEPPG MUST BE WO I SUCK ORES ARC NOT ADCO AX TO PREKM MD04WI FROM B(4AF. TRACKC0 ONTO THE STRKTL • CONTRACTOR MUST 061AL tCMPORIM (OR RERMNACAI) SEOGAZK N &SAS WHERE TEN CA, MORC ACRES OF D671PDC0 SOIL ORAN $0 A COMMON LOCATONA DIE STOA~TCR POD SHALL BE C076TAUCTED FROM TO 061URRNp tMOPE AREAS. 0. DEWAYFFANG, AND •StWACC_ ORW LAC£ • DERATEING OR ANY TYPE OF SLWACE CRA 4E OIAT MAY.AVC YOWO OR SEOAANI LADEN (166NARo(. W.IM MUST 9E 015OHRfLO 70 A SCORE" RASA ON TA PAOACY SIE W.0 CAM POSSRC. E DR WAX& CAM49 91 06 -%X01 10 A MSN PROR ro EMTERRAr THE SURFACE RASCAL a MAST RE TPtNED MDR 11E. APPRO~9 &REVS SUCK TAINT TA DMSOAAROL OOEs not ADVERSELY Arr(CT TA RECEArG WATER OR 00WN6TREAM LAMpRCAS TrTA4M[TOR 116] LR6LA4 1OISOARDE POURRE NDS10. AD SODA. DE NSC-F" MUST St CASPCRSEO CAER AAARA ROCK RHPR VA • D SANDS. PLASTC 4R:ETVG, OR OTHER ACCEPTED PERCY CRSSVABON MASOR(S. • Al WATER FROM CEIMATETRG MUST RC EGOORGED N A TNMACR !RAT ROCS NOR CAUSE MATAWCE [MORONS. Em"M OR WMADATRW OF WEAMpS CA MM SOIEANt ADYERC AWACS W LRE WEAMD. 'sP1 E.1aP .NIP _..RE • WE CONSULTOR RANT APPOINT SOMEO.0 70 P41PfC7 M CO MXTO. STt ONCC CYLPY SEMEN Can DNRPG AC7M MWELC7ON AM WRNFM 2. Mx.rc AFTER A WN:FA[ MINT W CREATE* DMM O.S 91OES N 24 MOWS. ALL P6KCTOA6 WAS( 8E RECOROCD A WRMPG AND RETAVED PER "CA KPDtS. R(AUREAE M (WROTE: LOCAL AROOCTDRI MWY REOURC MORE FICOUCWT VOERMt Or DMKCWK) PNCCTCM AND b-A VACK *=MS PART INauOC: . DATE a TREE Or fePECTON . MAW4 LOF rER�5S6pN1f(Ty CO.DUE7ON r:6PELROrAs R FINDER, Di MOUNT r R AND %. V ART$ GREW N CDRRECIM A[ 24 -� Ds DATE MO .AAROIAR U RRAANFA[, M*OS f•IKu(B DRAM OS NpEl N 24 MDIA4 MNATEANNCE MAST BC ffMOAMCO AT FOLLOWS, = $LT FENCE AEr,.EO/AEPLAACD/S6PUMfNX0 AMEN AO.FLACfKkm, of I tun. W17MH 24 AOLRs sY10["EMM(7eEmw"'ME$wn ED N7 Komi) WKN I s7OAAcE� �. SEDIMENT RENQWD FROM SURFACE WATERS TWNN 7 DAYS r CP.S2 MTON $TE CWS P6PCCTEA. TPACKW %0.KNT REMC EO TOWN 24 ADU.RS FA A 50.D WASTE MUSE M W,*W0 OF Kr M►.CA REDUMMEKM • ZAACCA4 tERLAL4 MUST M STORED AND DMAWD OF PER M.P EA REo"CN6 SEC9ROARY CCNTAPOEt4 a 1ESTMCIED ACCESS MUST 8E PRDYRICO AADLIAD fLLtrG Ap[AS (r AAf) DR AS OVi[TED N aC SOT. 1 WNCR CON6LAYWnON o6TAEE, CDRAPAEN7 DL111C(i MNY NCLUOE PCLTµrED sm BrRAL PwAftcD SItAP BALES. OR APPkM* .01R4KK4 BARREL. • "VERNAL wsH ff4 CC m6TFAXTON KRMaES MAT K- LANT(D TO A CEFPCD AREA Of 7MK SSE. RUAK" MIST BC CMNWED AND WASTE PROPEgr DSP=Q or. NoENG.T4 DEOR[ASWIF * ALOWED ON wC. G. M c1APA 17ATTOR • DE PCPW.T(C (WE OWNE9/DENELOPEt A0 THE COMPACTOR WAD SC/G W( W+r i MPpES/SOS APRCWTOM CcR CEAEAA S1pPY-RAitt PEb.T fOR ODN6TRk CTO'F ACTAAM MUST ENSURC FMML STABIQANOM CIF TA SSE. A NOTES OF TEn1MAAT0A ru61 M sueMC EO MbwF )O DAYS or FFML STAEMi ATOL • fFYL 51,exaAHMP SHILL RC AOKLCO N INC roLLMRG DAY. ALL SO& CKRRENO ACTAAICS %CA MEN COMPLETED AND MOA.0 REAM 7OI OF TAK SERVICE SLANLeW W M UFOW PERENVAA VEp(7ATME GOER ANON A Aµ O40ES ARE STAINAM R: AL faMoN we's (SRN AS SLT FENCE) MAT BE REAOKCk G A" SCVA :W? HAS BEEN CUANCO CLA FROM OONNCYACES A0 SEDW AEAT10N1 9SP6 Dw ARE TO M USED AS rEPAWKMt BAR*. fNC CLEH4R OF PERMANENT BASV4 MUST M SLFAWd TO RETURN TANS Moo 10 O[S" CA►AffY, y 7.rR d CLIddF P016!- y •'K'.i • a ;ff y _ q �4 CHANH t A TOP. N • ..KVET CC r TiO R! -ter'?) L g ` 1 LOCATION MAP NO SCALE EVE_ LQeMENT_SUMMAa TOTAL PRWECT AREA 40.19 AC. TOTAL OISTURSEO AREA 35.74 AC< tXrSTW IMKPNOI)S AREA 0.710 AC, AROPOSEO W1hERM0.1" AREA 19.72 AC SOKS ARE HYDROLOGIC SOT, GROUP B 48-OB.Wa.E WW.A:.NwIrR aA=A.FnWM�r EDEN TRADE CORP. rANNRA glAlstASSEM EYES). 2TE#TNESS sAR1c FAO.=.M.a4M..rr.a.MKM6....r A, EABD+Rrr'9•SrWBNAD•PLMMiBAB CKMIKA55LIC. UK $Q@ T-U MB • r,ARra.W.Kr s.MO. 8156 MALLORY COURT _ OMAMA...r.�w.c •REP N• - S ,.,, ..,�, CNANHASSENR YN 65317 = Storraws(9r Pofttwa PrnDnt(on Wan I$WPPPI 116 i6 _ �s.►1.r�.r,.wA�e �...A d SY PL.SART Nw ..62641-047