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CAS-36_PINEHURST - FILE 2 OF 2Construction Plans for Preliminary Plat Submittal for Pinehurst Chanhassen, Minnesota P,epm ed IW Plowshares Developement, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by. a. ". V..'-ood Professbrdu5ervkes, Inc. ur Project number: 20041064.00 CITY OF CHANHASSEN RECEIVED SEP 17 2004 CHANHASSEN PLANNING DEPT JNM 0Aja aftnt!) a.1 Construction Plans NPr Preliminary Plat Submittal Pinehurst SCANNED 1 T7 PePlINIATInN PLAN JNM 0Aja aftnt!) a.1 Construction Plans NPr Preliminary Plat Submittal Pinehurst SCANNED vd > [u aBi OYOV .g/dypp f I • !.� > •.,• °s ``yam _•�OS2'� \� t ��a _ O of •• � ` ��r i o e l I � r t� a f r�� E P: 9 i :� o / r� I r • Y r • rr, ii vd > f I • !.� > •.,• °s ``yam W a; ag nil Nju MI .Y _1 1, r -i$ • fSR i2` o i 4r • .•.. to X90 —' .,...L Vd��. ✓ e�•N%jy.��•�r}•� � t� . i •/ �1"' l� .° 3 v 0 ®C E a 0 6 0� j Ei 'Ifs ij• J � ° 1 i• to . > ' soul-- to iINs$R�a •. •� �>i'rL•.{° •� r• x_ @' • ;-r�.�� 7 Ila i`;y to a.! .. ; ♦C� s �. •xi.sr �sa .••furl �� • � • '. �• > i w�y tiY✓.� � •/'� i � fit ! ' �•� • .`• %ice •, '°3 S Y,� • /�G .1 �es `;n s � t A• � i • ,� a � t'je i•i�✓��i +s>: -F. n. 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D J f3!`- _---_--- .f ,gilt �a #t vv'a 492 .. $ .• . pl 1 I I I 1:1 a_ r-� I 1 II I I a' all. D J f3!`- _---_--- .f ,gilt �a #t �YI / Y 0.1 1 I CJ I 1:1 a_ �YI / Y 0.1 21 I1{| . k p. ||!}! ¥ !| a ||�! � ■ . , § � g � ! $ � d l _ � - z } | ^ ; Q I1{| . k p. ||!}! ¥ !| a ||�! � ■ . , § � g � ! $ � d -i j U a- N rn 0 I- 0 0 N u� 0 3 U X X N N 0 z w Ld o_ 0 0 01 w 0 0 M i r7 U w 0 a- o_ 0 z a 1 'c'2005 Westwood Professional Services, Inc. for ucti Grading, Drainage and Erosion Control for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: . Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 Project number: 20041064.00 Contact: Chris Moehrl, PE Vicinity Map � � ST. U 33. dY HILL b � W. 65th ST. t� 22. 2Z3..� CRESTVIEW D CRESTVIEW q CIR. � N D LAKE L UCY (Not to Scale) NO. DATE REVISION SHEETS Co .,c"At FDSSEN EV FEB 2 3 2005 �{JGINEERWG DtPT Construction Plans for Grading, Drainage and Erosion Control for Pinehurst Chanhassen, Minnesota Date: 02/21/05 Sheet: 1 of 6 E-15 20041 G INDEX SHEET NO. DESCRIPTION 1 COVER 2 GRADING DRAINAGE & EROSION CONTROL PLAN (WEST HALF) 3 GRADING DRAINAGE & EROSION CONTROL PLAN (EAST HALF) 4 GRADING DETAILS 5 PROFILES AND STREET SECTIONS 6 STORM WATER POLLUTION PREVENTION PLAN Vicinity Map � � ST. U 33. dY HILL b � W. 65th ST. t� 22. 2Z3..� CRESTVIEW D CRESTVIEW q CIR. � N D LAKE L UCY (Not to Scale) NO. DATE REVISION SHEETS Co .,c"At FDSSEN EV FEB 2 3 2005 �{JGINEERWG DtPT Construction Plans for Grading, Drainage and Erosion Control for Pinehurst Chanhassen, Minnesota Date: 02/21/05 Sheet: 1 of 6 E-15 20041 G F- U c:v x IL 00 M n M 0 v 0 N ti 110 m 3 m v v x x N N / LOz z W CL LJ / L3 A o' w ca C3 0 m / ro U U W 0 W Q' D_ ca z a J M © 2004 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL GRADING & DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD -VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT (651) 454-0002 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES IN ACCORDANCE WITH NPDES PERMIT. • ALL RETAINING WALLS TO BE DESIGNED BY OTHERS • TOPSOIL RESPREAD SHALL BE 0.5. ON PADS AND 0.5' ON OTHER GREEN AREAS. • ALL CONSTRUCTION & DEWATERING SHALL BE IN CONFORMANCE WITH NPDES REQUIREMENTS • ALL RETAINING WALLS SHALL BE DESIGNED IN ACCORDANCE WITH NCMA STANDARDS • WETLAND BUFFER AREAS SHALL BE STAKED AND SIGNED IN ACCORDANCE WITH THE CITY'S WETLAND ORDINANCE BEFORE CONSTRUCTION • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING. DIKES, HAY BALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE GRADING. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • STREET SWEEPING/CLEANING TO BE PERFORMED DAILY OR AS NECESSARY • INLET PROTECTION TO BE PROVIDED FOR ALL STORMWATER INLETS • THE POND IS TO BE SEEDED WITHIN 72 HOURS AFTER FINAL GRADE IS ESTABLISHED • THE SITE SHALL BE STABILIZED WITH A 50B SEED MIX AND TYPE 1 MULCH IN ACCCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • THE SITE MUST BE KEPT IN A WELL -DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAUL HOURS AND ROUTES MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED AROUND THEM TO TRAP SEDIMENT • THE PERMANENT POND USED AS A TEMPORARY BASIN SHALL BE CLEANED OUT AFTER FINAL STABILIZATION OF THE SITE. • THE POND SHALL BE LINED WITH 2' OF CLAY MATERIAL BELOW TOPSOIL • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (Z 3:1 SLOPES), 14 DAYS (10:1 TO 3:1), OR 21 DAYS (10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. 0' 50' 100' 150' BENCH MARKS TOP NUT OF HYDRANT LOCATED SOUTH OF ENTRANCE ON WEST SIDE OF GALPIN ELEVATION=1036.62 DENOTES SOIL BORING DENOTES SILT FENCE (TYPE I, MACHINE SLICE, SEE DETAILS) ®® ® DENOTES HEAVY DUTY SILT FENCE (TYPE II SEE DETAIL) DENOTES TREE PROTECTION FENCE -r-980 DENOTES EXISTING CONTOURS .x-980- - DENOTES PROPOSED CONTOURS fir►--� DENOTES PROPOSED STORM SEWER E—tn> DENOTES EXISTING STORM SEWER rvwv� DENOTES EXISTING TREE LINE Y v1 DENOTES APPROXIMATE TREE rly_ylyREMOVAL LIMITS x66.30 DENOTES PROPOSED SPOT ELEVATION E.O.F. DENOTES EMERGENCY OVERFLOW ELEVATION DENOTES EROSION CONTROL BLANKET (MNDOT 3885, CATAGORY 3, WOOD FIBER 2S.) 00000% DENOTES BIO -ROLL EROSION CHECKS / STRAW WATTLE E-15 20041064GDF01.DWG Date; 02/21/05 sheet 2 OF 6 I hereby ate, &M " Plan � impmA by x• w md.r my Pinehurst Grading Drainage & ab«r wpe:.mm .ca tfid I .m � daly llaeneed FROPBSS[ONAL " �N Prepared for. . Westwood Professional Services, Inc. �,.�. �. CM Plowshares Development, LLC. 7599 Anagram Drive -CRN Erosion Control Plan Eden Prairie, MN 55344 Chiu Moehri, Pa 1851 Lake DrtVe West, Suite 550 Phone: 952-937-5150 Fax: 952-937-5822 Date 02/21/05 rtamr Nn 40853 Record PH!E g.byM tm Chanhes ' Minnesota 55317 Chudumene Minnesota L) U N 00 ch 0 rn 3 z rn c v v C0 x N N l7 Z W IL/ w / 3 Fa fY W P 0 m / M U U W M O N z z a U o2005 J (TYP) Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952.937-5150 Fax: 952-937-5822 I hereby arNfy that this plan was prepared by me or under my direct supervision and that I am a duly Ilaensed PROMS.SIONAL ENGMEM under the laws aL the State of h9nnenota. Chris Moehrl, P.H Data: 02/21/05 i 000 No. 40853 DeWxned, CRN Checked: CRM Dnwte CRN Record Drawhtg_by/dabe Prepared for. Plowshares Development, 1851 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 LLC. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL GRADING & DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD—VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL" FOR UTILITY LOCATIONS AT (651) 454-0002 • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES IN ACCORDANCE WITH NPDES PERMIT. • ALL RETAINING WALLS TO BE DESIGNED BY OTHERS • TOPSOIL RESPREAD SHALL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS. • ALL CONSTRUCTION & DEWATERING SHALL BE IN CONFORMANCE WITH NPDES REQUIREMENTS • ALL RETAINING WALLS SHALL BE DESIGNED IN ACCORDANCE WITH NCMA STANDARDS • WETLAND BUFFER AREAS SHALL BE STAKED AND SIGNED IN ACCORDANCE WITH THE CITY'S WETLAND ORDINANCE BEFORE CONSTRUCTION • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. EXISTING SILT FENCE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY AGENCIES/OWNER SHALL BE INCIDENTAL TO THE GRADING. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • STREET SWEEPING/CLEANING TO BE PERFORMED DAILY OR AS NECESSARY • INLET PROTECTION TO BE PROVIDED FOR ALL STORMWATER INLETS • THE POND IS TO BE SEEDED WITHIN 72 HOURS AFTER FINAL GRADE IS ESTABLISHED • THE SITE SHALL BE STABILIZED WITH A 508 SEED MIX AND TYPE 1 MULCH IN ACCCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • THE SITE MUST BE KEPT IN A WELL—DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAUL HOURS AND ROUTES MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED AROUND THEM TO TRAP SEDIMENT • THE PERMANENT POND USED AS A TEMPORARY BASIN SHALL BE CLEANED OUT AFTER FINAL STABILIZATION OF THE SITE. • THE POND SHALL BE LINED WITH 2' OF CLAY MATERIAL BELOW TOPSOIL • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (Z 3:1 SLOPES), 14 DAYS (10:1 TO 3:1), OR 21 DAYS (10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. 0' 50' 100' 150' BENCH MARKS TOP NUT OF HYDRANT LOCATED SOUTH OF ENTRANCE ON WEST SIDE OF GALPIN ELEVATION=1036.62 LEGEND: DENOTES SOIL BORING DENOTES SILT FENCE (TYPE I, MACHINE SLICE, SEE DETAILS) ® ® DENOTES HEAVY DUTY SILT FENCE (TYPE II SEE DETAIL) =MOM WIMMI DENOTES TREE PROTECTION FENCE 980 DENOTES EXISTING CONTOURS —980 — DENOTES PROPOSED CONTOURS ■—►►-111111 DENOTES PROPOSED STORM SEWER DENOTES EXISTING STORM SEWER iwvv DENOTES EXISTING TREE LINE DENOTES APPROXIMATE TREE mow, REMOVAL LIMITS x66.30 DENOTES PROPOSED SPOT ELEVATION DENOTES EMERGENCY OVERFLOW E.D.F. ELEVATION DENOTES EROSION CONTROL BLANKET (MNDOT 3885, CATAGORY 3, WOOD FIBER 2S.) DENOTES BIO—ROLL EROSION CHECKS / STRAW WATTLE Pinehurst Minnesota E-15 20041064GOF02.DWG Date: 02/21/05 sheer 3 of 6 Grading Drainage & Erosion Control Plan 0 I - C7 U a- O_ OD M c� 0 V 0 0 N In 0 rn 3 0) s- N d' M X N N Z Z W d W l7 3 ca / D' W Ca 0 O f� cD C7 H U W 0 0_ A z Q J ® 2005 Westwood Professional Services. Inc. n --T MATS/BLF SHOULD E INSTALLEC VER11CALL DOWNSLOF 41P DIRT -_R MAT/ NNKET LOTM FVIF- WA�R TYPICAL SLOPE�� SOIL STABILIZATION NON - WOVEN GEOTEXTILE ISOMETRIC VIEW FILTER FABRIC UNDER NOTE: TYPICAL TREATMENT 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, WET SLOPE LINING CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT LROSION BLANKETS & TURF REINFORCEMENT 2. LAY BLANKETS LOOSELY AND STAKE OR MATS SLOPE STAPLE TO MAINTAIN DIRECT CONTACT WITH INSTALLATION THE SOIL. DO NOT STRETCH SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS 3" j ARE CAPTURED j BEHIND THE WATTLES. STRAW WATTLES MUST BE PLACED ALONG SLOPE CONTOURS. -� 30, 1" X 1" STAKE OR REBAR AND/OR LIVE WILLOW STAKE 3/4" - 1 1/2" DIA. \ SPROUTED WILLOW STAKE. STRAW WATTLES TIGHTLY ABUT NOTE: 1. STRAW WATTLES ARE TUBES MADE FROM STRAW BOUND W/ PLASTIC NETTING. THEY ARE APPROX. 8" DIA. AND 20 - 30 FT. LONG. 2. STRAW WATTLES TRAP SEDIMENT AND REDUCE SHEET & RILL EROSION BY REDUCING SLOPE GRADIENT, INCREASING INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. 3. STRAW WATTLE INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE STRAW WATTLES WATTLE IN A TRENCH, 3" - 5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE. ELEVATION=998.0 10:1 10' 3:1� 2.0' CLAY LINER TYPICAL POND SECTION BENEATH OUTLET N. T. S ELEVATION. Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36 -wide fastened steel T -Posts with 3(501b) tens! strength plastic zip ties per T -Post. (Machine sliced) 6mo��Jng EROSION CONTROL FENCE - TYPE 1 T Posts 2C in ground Ties Min. Depth of silt fence embedment. 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. Zip Ties Hay or Straw Bales T,o rood Md. Nw W.0 bale 1.5 to 2U into the ground Bales b be ra C belov grade Bdes ere to be tW x10 o nm-negratlobk Mleld. EROSION CONTROL FENCE - TYPE 2 CITY OF SILT R OF BERM r OVERFLOW WIDTH AS INDICATED IN PLAN VIEW -� B B A UPSTREAM POND SIDE B B OF OVERFLOW r TOP OF BERM SECTION A -A N PLAN WIDTH AS INDICATED TOP OF BERM TOP OF OVERFLOW F/G AND/OR RIP RAP IF INDICATED. STABILIZE TO BOTTOM OF SLOPE 1.0 3'•� MPX 3- T MAX SECTION B -B I hereby certify that this p1m wss prepared by me m ander my Rervlsl= . direct-pervldon and that I am a duly ""cued PROFBM%ONAL Westwood Professional Services, Inc. hN� lmder the Lws A tis Slate of Nfinn 7599 Anagram Drive Eden Prairie, MN 55344 Chris Moehrl, PA Phone: 952-937-5150 Fax: 952.937-5822 hate 02/21/05 1 I Na 4085.3 FILTER FABRIC " 6" MINIMUM DEPTH 1" - 2" WASHED ROCK 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE MSM 4'D 20 NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHANHASSEN CEN TRU C ION REVISED: 1-98 DATE: -7 PLATE NO.: 9 5301 9 5301 FILE NAME: 393_ LOT CORNER ELEVATION 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF P/,D 0 L� 517.0 ( IF APPLICABLE ) 524'0 MINIMUM BASEMENT FLOOR ELEVATION _ FRONT GARAGE SLAB ELEVATION N Ni N N N DRIVEWAY LO = GRADED FOR 6.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO. SWO = GRADED FOR 9.0 ' OR 10.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WV - WALKOUT NOTE: Lo = LOOKOUT THE (1) INDICATES THAT THE GARAGE IS AN R = RAMLER ADDITIONAL 1 BLOCK OR 0.7 FEET BELOW THE SLo = SIDE LOOKOUT FIRST FLOOR ELEVATION. SWO - SIDE WALKOUT THE (2) INDICATES THAT THE GARAGE IS AN ADDITIONAL 2 BLOCKS OR 1.4 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT 3" BITUMINOUS WEAR COURSE TYPE 41WEA500558 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 BITUMINOUS TRAIL 4' MINIMUM I�- NOTE: Z17 - BOTTOM OF FABRIC IS BURIED IN TRENCH AS IT WHEN INSTALLED AS SILT FENCE. MAXIMUM DISTANCE BETWEEN POSTS IS 4'. AN ADDITIONAL POST MAY BE ADDED TO EACH SIDE. IOOD OR METAL STAKE -24" TER FABRIC INLET SEDIMENT FILTER EL. OF GROUND AT WALKOUT 9.0' or 10.0' BELOW GARAGE SLAB 0.5' TOPSOIL UNLESS OTHERWISE NOTED. SEE PLAN VIEW., L 0.5' TOPSOIL 1.0' TO SUBGRADE ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) EL. OF GROUND AT LOOKOUT 6.0' BELOW GARAGE SLAB UNLESS OTHERWISE NOTED. L 0.5' TOPSOIL -ENGINEERED FILL 1.0' TO SUBGRADE BEARING SOIL (TYP.) 17' ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) L 3.75' TO SUBGRADE 0.5' TOPSOIL � � CM Prepared for. Cb CM Plowshares Development, LLC. lhIllwa CRN RaDrd Pra� br/lobe: 1851 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 X3.0' TO SUBGRADE 0.5' TOPSOIL Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 w 6"-3A32 CONCRETE 4"CL5 COMPACTED SUBGRADE CONCRETE WALKWAY w La w J :3Z l 5 -1 0 0 DIRECTION OF --- -FLOW ON LOT STREET PROFILE 0.5 0.5'DIRECTION OF FLOW ON STREET LOT BENCHING ENGINEERED FILL WALK -OUT (WO) N.T.S. R.O.W to B C Private GRADE AFTER HOUSE GRADE FOR PAD SUITABLE BEARING SOIL (TYP.) R.O.W 7' to B C Private GRADE AFTER HOUSE GRADE FOR PAD X3.5' TO SUBGRADE III B�yyl�� 0.5' TOPSOIL ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) REAR LOOK -OUT (RLO) N.T.S. R.O.W 27' 17' to B C Private FINISHED GRADE AFTER HOUSE FINISHED GRADE FOR PAD ENGINEERED FILL RAMBLER (R) N.T.S. BEARING SOIL (TYP.) Pinehurst Chanhassen, Minnesota ROADWAY ENGINEERED FILL rL ROADWAY ENGINEERED FILL ROADWAY ENGINEERED FILL NOTE: GRADING GRADE TO MATCH BACK INTO ULTIMATE FINISH GRADE NO CLOSER THAN 10' FROM ROW FOR SMALL UTILITY INSTALLATION. E-15 20041064DGF01.DWG Date: 02/21/05 sheet 4 of 6 Grading Details D CHANHASSEN FENCE REVISED: 2-97. 1-02, 1-03, 1-04 DATE: -97 9 PLATE NO.: 5300 FILE NAME -393.5300 R OF BERM r OVERFLOW WIDTH AS INDICATED IN PLAN VIEW -� B B A UPSTREAM POND SIDE B B OF OVERFLOW r TOP OF BERM SECTION A -A N PLAN WIDTH AS INDICATED TOP OF BERM TOP OF OVERFLOW F/G AND/OR RIP RAP IF INDICATED. STABILIZE TO BOTTOM OF SLOPE 1.0 3'•� MPX 3- T MAX SECTION B -B I hereby certify that this p1m wss prepared by me m ander my Rervlsl= . direct-pervldon and that I am a duly ""cued PROFBM%ONAL Westwood Professional Services, Inc. hN� lmder the Lws A tis Slate of Nfinn 7599 Anagram Drive Eden Prairie, MN 55344 Chris Moehrl, PA Phone: 952-937-5150 Fax: 952.937-5822 hate 02/21/05 1 I Na 4085.3 FILTER FABRIC " 6" MINIMUM DEPTH 1" - 2" WASHED ROCK 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE MSM 4'D 20 NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHANHASSEN CEN TRU C ION REVISED: 1-98 DATE: -7 PLATE NO.: 9 5301 9 5301 FILE NAME: 393_ LOT CORNER ELEVATION 99 LOT NUMBER DRAINAGE ARROW 520.5 FINISH GROUND ELEVATION AT REAR OF P/,D 0 L� 517.0 ( IF APPLICABLE ) 524'0 MINIMUM BASEMENT FLOOR ELEVATION _ FRONT GARAGE SLAB ELEVATION N Ni N N N DRIVEWAY LO = GRADED FOR 6.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WO. SWO = GRADED FOR 9.0 ' OR 10.0' DIFFERENCE FROM FINISH GROUND ELEVATION AT REAR OF PAD TO FRONT GARAGE SLAB ELEVATION. WV - WALKOUT NOTE: Lo = LOOKOUT THE (1) INDICATES THAT THE GARAGE IS AN R = RAMLER ADDITIONAL 1 BLOCK OR 0.7 FEET BELOW THE SLo = SIDE LOOKOUT FIRST FLOOR ELEVATION. SWO - SIDE WALKOUT THE (2) INDICATES THAT THE GARAGE IS AN ADDITIONAL 2 BLOCKS OR 1.4 FEET BELOW THE FIRST FLOOR ELEVATION. TYPICAL LOT 3" BITUMINOUS WEAR COURSE TYPE 41WEA500558 6" CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 BITUMINOUS TRAIL 4' MINIMUM I�- NOTE: Z17 - BOTTOM OF FABRIC IS BURIED IN TRENCH AS IT WHEN INSTALLED AS SILT FENCE. MAXIMUM DISTANCE BETWEEN POSTS IS 4'. AN ADDITIONAL POST MAY BE ADDED TO EACH SIDE. IOOD OR METAL STAKE -24" TER FABRIC INLET SEDIMENT FILTER EL. OF GROUND AT WALKOUT 9.0' or 10.0' BELOW GARAGE SLAB 0.5' TOPSOIL UNLESS OTHERWISE NOTED. SEE PLAN VIEW., L 0.5' TOPSOIL 1.0' TO SUBGRADE ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) EL. OF GROUND AT LOOKOUT 6.0' BELOW GARAGE SLAB UNLESS OTHERWISE NOTED. L 0.5' TOPSOIL -ENGINEERED FILL 1.0' TO SUBGRADE BEARING SOIL (TYP.) 17' ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) L 3.75' TO SUBGRADE 0.5' TOPSOIL � � CM Prepared for. Cb CM Plowshares Development, LLC. lhIllwa CRN RaDrd Pra� br/lobe: 1851 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 X3.0' TO SUBGRADE 0.5' TOPSOIL Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 w 6"-3A32 CONCRETE 4"CL5 COMPACTED SUBGRADE CONCRETE WALKWAY w La w J :3Z l 5 -1 0 0 DIRECTION OF --- -FLOW ON LOT STREET PROFILE 0.5 0.5'DIRECTION OF FLOW ON STREET LOT BENCHING ENGINEERED FILL WALK -OUT (WO) N.T.S. R.O.W to B C Private GRADE AFTER HOUSE GRADE FOR PAD SUITABLE BEARING SOIL (TYP.) R.O.W 7' to B C Private GRADE AFTER HOUSE GRADE FOR PAD X3.5' TO SUBGRADE III B�yyl�� 0.5' TOPSOIL ENGINEERED FILL SUITABLE BEARING SOIL (TYP.) REAR LOOK -OUT (RLO) N.T.S. R.O.W 27' 17' to B C Private FINISHED GRADE AFTER HOUSE FINISHED GRADE FOR PAD ENGINEERED FILL RAMBLER (R) N.T.S. BEARING SOIL (TYP.) Pinehurst Chanhassen, Minnesota ROADWAY ENGINEERED FILL rL ROADWAY ENGINEERED FILL ROADWAY ENGINEERED FILL NOTE: GRADING GRADE TO MATCH BACK INTO ULTIMATE FINISH GRADE NO CLOSER THAN 10' FROM ROW FOR SMALL UTILITY INSTALLATION. E-15 20041064DGF01.DWG Date: 02/21/05 sheet 4 of 6 Grading Details D ® 2005 Westwood Professional Services, Inc. DAP Mn 1020.00 DAnw ELEV 102000 H.P. ELEV - 106278 M.P. STA - 12+75 PM STA - 13+50 PM STA = 11+00 PM ELEV = 1063.65 PM ELEV - 1061.15 AD. _ -8.00 N.P. ELEV - 1057.76 AD. - -5.00 K =25.00 t 50 2 PM STA - 40+65 f 0 C K - 2&56 o N I r.-6 20.00' VC PM STA - 54+35 n\ PM E -10W.04 10.04 A.D. _ -7.00 K - 19.99 140.00' VC n n o 11 PM STA - 52+90 PM EIEV - 1038.54 A.O. - 7.50 5 P{ 1 1 K - 20.00 ^ i 150.00' VC 3L' � o + y3 LP. ELEV = 1034.07 LP. STA - 51+02.39 1 PM STA - 51+00 n PM ELEV - 1033.79 AD. = 5.68 K 7.04 1 40.00' VC 52 1 N z( y 1 1 1 �o M 51 52 53 54 55 AMBERWOOD LANE PL I DRAINAGE & UTILITY EASEMENT -14.5' BOULE\ 2.0% SI DA1 ELEV 1045.w tl 9 10 11 PINEHURST DRIVE PM STA - 31+07 PM ELEV - 1064.93 A.D. _ -4.00 K = 25.00 1 100.00' VC � m '.2 PM STP = 32+60 LE + g PM ELEV 1057.2a 1057.28 A.D. 200 K - 20.03 DA7 ELEV 102500 12 13 14 LP. ELEV - 1034.35 LP. STA = 42+47.37 PM STA - 42+50 PM n.EV - 1033.38 A.D. = 7.81 K - 12.80 \ 1 100.00' VC p 1 N O + a a > � 5 n w f5 16 17 30 31 32 33 40 41 42 43 HEMLOCK LANE EDGEWOOD COURT TYPICAL LOCAL STREET SECTION (31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: STREET C VARIES. SEE PLAN VIEW FOR DIMENSIONS CL 30' ROW 30' ROW 15.5' 15.5' 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE 18 DAT M 100500 PM SrA -20+65 PM ELEV = 1049.37 AD. :-4.00 K 19.99 20 21 22 23 24 25 26 MANCHESTER DRIVE DAT EL EV 109000 LP. EIEV - 1048.60 LP. STA - 61+01.16 PM STA - 61+00 PM ELEV - 104&52 A.D. = 3.39 K - 5.91 I I 20.00' VC 00 +3 m- n� 1111 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 60 61 62 63 ADER WAY TYPICAL PRIVATE DRIVE SECTION W/PARKING ON ONE SIDE (28' BACK TO BACK) SLOPE VARIES_ PL -51 - SIDEWALK , 1 10' DRAINAGE & UTILITY EASEMENT 10.00' 8.00' PARKING AREA VARIES ROLLS OF SOD BACK OF CURB (TYP) SLOP 1-1/2" MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE 0 O 0 0 NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK TYPICAL PRIVATE DRIVE SECTION (20' BACK TO BA(M) 10.00 ROLLS OF SOD BACK OF CURB (TYP) .- UWA-A �� 1-1/2" MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE E-15 20041064DGF02.DWG Date 02/21/05 Sheet5 OF 6 I rod c vlfy that this >I 1a P n bP AL Deem: � Pinehurst " . Westwood Professional Services, Inc. � 1� � that ` � �°`° �`°''�`°N"` Prepared for. Profiles ?- rt � Plowshares Development LLC. 7599 Anagram Drive Dnwa cm � and Street Sections Eden Prairie, MN 55344 Chris Moehrl, PA 1851 lake Drive West, Suite 550 Phone: 952-937.5150 Fax: 952.937-5822 Dale 02/21/05 License Na 40853 Recebd Drawing br/dntx Chanhassen, Minnesota 55317 Chanhassen, Minnesota PM STA - 40+65 PM E - 1040.22 AD._ -0.70 K - 2&56 o N I r.-6 20.00' VC n\ 14 LP. ELEV - 1034.35 LP. STA = 42+47.37 PM STA - 42+50 PM n.EV - 1033.38 A.D. = 7.81 K - 12.80 \ 1 100.00' VC p 1 N O + a a > � 5 n w f5 16 17 30 31 32 33 40 41 42 43 HEMLOCK LANE EDGEWOOD COURT TYPICAL LOCAL STREET SECTION (31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: STREET C VARIES. SEE PLAN VIEW FOR DIMENSIONS CL 30' ROW 30' ROW 15.5' 15.5' 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE 18 DAT M 100500 PM SrA -20+65 PM ELEV = 1049.37 AD. :-4.00 K 19.99 20 21 22 23 24 25 26 MANCHESTER DRIVE DAT EL EV 109000 LP. EIEV - 1048.60 LP. STA - 61+01.16 PM STA - 61+00 PM ELEV - 104&52 A.D. = 3.39 K - 5.91 I I 20.00' VC 00 +3 m- n� 1111 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 60 61 62 63 ADER WAY TYPICAL PRIVATE DRIVE SECTION W/PARKING ON ONE SIDE (28' BACK TO BACK) SLOPE VARIES_ PL -51 - SIDEWALK , 1 10' DRAINAGE & UTILITY EASEMENT 10.00' 8.00' PARKING AREA VARIES ROLLS OF SOD BACK OF CURB (TYP) SLOP 1-1/2" MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE 0 O 0 0 NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK TYPICAL PRIVATE DRIVE SECTION (20' BACK TO BA(M) 10.00 ROLLS OF SOD BACK OF CURB (TYP) .- UWA-A �� 1-1/2" MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE E-15 20041064DGF02.DWG Date 02/21/05 Sheet5 OF 6 I rod c vlfy that this >I 1a P n bP AL Deem: � Pinehurst " . Westwood Professional Services, Inc. � 1� � that ` � �°`° �`°''�`°N"` Prepared for. Profiles ?- rt � Plowshares Development LLC. 7599 Anagram Drive Dnwa cm � and Street Sections Eden Prairie, MN 55344 Chris Moehrl, PA 1851 lake Drive West, Suite 550 Phone: 952-937.5150 Fax: 952.937-5822 Dale 02/21/05 License Na 40853 Recebd Drawing br/dntx Chanhassen, Minnesota 55317 Chanhassen, Minnesota r U U [L 00 cr ri th 0 0 0 1U to 0 U Li Li 0 0 fL IL n Z J u U, 02005 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 EROSION M W WBJECT 70 CHANGED (1) INSTALL SILT FENCE 2 GRADE SITE (3) FINAL STABILIZATION 05/01/05 -- 05/08/05 05/09/05 -- 05/29/05 05/30/05 -- 05/31/05 ® ■ PRE -CONSTRUCTION DRAINAGE BOUNDARY (TYPK r SLOPE OF GRAVEL 2:1 OR FLATTER — 06 1/4" TO 1-1/2" WASHED GRAVEL 1023.5 1020.0 24" DIA. CMP OR RCP PIPE RISER- TEMPORARY ISER- TEMPORARY PERFORATED OUTLET (24" RISER) DITCH GRATE, STOOL TYPE, NEENAH R -4341—A OR EQUAL SECURE TO RISER SECTION WITH 4 BRACKETS -- GALVANIZED WIRE MESH FILTER FABRIC WITH 1/4" SPACING 3" DIA. HOLES SPACED AT 5-3/8" w-' ON CENTER -0 12" DIA. PIPE 36" DIA. PRECAST CONCRETE 1014.0 1015.0 I hereby certify 'bat tlda PLn wan prepared by me m under my . Westwood Professional Services, Inc. � mer =e L ` ` �e;� licensed °'oNAL 7599 Anagram Drive Eden Prairie, MN 55344 Chris Moehrl, P.13 Phone: 952.937-5150 Fax: 952.937-5822 Date 02/21/05 License Na 40853 Revisions: Designed: CRN Checkeck CRM Drawn: CRN Record Drawina by/date- Prepared for: Plowshares Development, 1851 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 I10 LLC* • SWPPP NARRATIVE THE SITE CONSTRUCTION WILL CONSIST OF GRADING FOR ROADS AND SINGLE FAMILY RESIDENTIAL DEVELOPMENT. THE MOST CONCENTRATED SEDIMENT DISCHARGE POTENTIAL IS AT THE SOUTHWEST CORNER OF THE SITE WHERE AN EXISTING RAVINE DRAINS THE WESTERN PORTION OF THE SITE TO THE SOUTH. THE SECOND SEDIMENT DISCHARGE LOCATION WILL BE THE CENTRAL SOUTHERLY PROPERY BOUNDARY. A PROPOSED POND WILL RECEIVE WATER FROM THE MAJORITY OF THE SITE UNDER PROPOSED AND EXISTING CONDITIONS. EFFORTS ARE PROPOSED TO REDUCE THIS POTENTIAL WITH SILT FENCE, BIO—ROLL EROSION CHECKS, A TEMPORARY OUTLET FOR THE POND AND EROSION CONTROL BLANKET. THE STORM SEWER WILL ULTIMATELY CONVEY THE MAJORITY OF THE SITE DRAINAGE TO A DOWNSTREAM POND. SILT FENCE WILL BE INSTALLED FIRST AROUND THE PROJECT PERIMETER OF THE SITE. ONCE THE SILT FENCE IS INSTALLED, THE PROPOSED POND SHALL BE CONSTRUCTED AND CONNECTED TO THE EXISTING STORM SEWER STUB IN MANCHESTER STREET WITH A TEMPORARY OUTLET RISER AND OUTLET PIPE PRIOR TO GRADING THE REMAINING PORTIONS OF THE SITE. ONCE THE SITE HAS BEEN STABILIZED, THE TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED. WESTWOOD PROFESSIONAL SERVICES WILL ASSIST THE OWNER WITH REPORTING AND FIELD OBSERVATIONS, WESTWOOD CAN ALSO MAKE RECOMMENDATIONS TO THE OWNER IF CHANGES ARE NEEDED IN THE FIELD TO HELP REDUCE EROSION POTENTIAL OF THE SITE. ALL DIRECTION FOR CHANGES OR REPAIRS TO EROSION CONTROL SHALL BE ROUTED THROUGH WESTWOOD. . WESTWOOD WILL COORDINATE ANY CHANGES WITH THE OWNER AND CONTRACTOR. POLLUTION PREVENTION MANAGEMENT MEASURE SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA REQUIREMENTS. HAZARDOUS MATERIALS: OILS, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCE MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. EXTERNAL WASHING OF TRUCKS AND OTHER CONSTRUCTION VEHICLES IS NOT ALLOWED ON SITE. NO ENGINE DEGREASING IS ALLOWED ON SITE. EROSION CONTROL NOTES: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • THE SITE MUST BE STABILIZED WITH A 50B SEED MIX & TYPE I MULCH IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED AROUND THEM TO TRAP SEDIMENT. • THE SITE SHALL BE STABILIZED WITHIN 48 HOURS OF FINAL GRADE COMPLETION. • SITE SOILS ARE TYPE "B" • A PERSON KNOWLEDGEABLE IN EROSION AND SEDIMENT CONTROL MUST BE APPOINTED BY THE CONTRACTOR TO OVERSEE THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN PRIOR TO THE START OF CONSTRUCTION; PROVIDE INSPECTIONS, AND INSURE MAINTENANCE OF BMPS; ADD ADDITIONAL BMPS AS NECESSARY; PROVIDE CHAIN OF RESPONSIBILITY. • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. • INLET PROTECTION TO BE PROVIDED FOR ALL STORM WATER INLETS • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (2 3:1 SLOPES), 14 DAYS (10:1 TO 3:1), OR 21 DAYS (10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES IN ACCORDANCE WITH NDPES • THE SITE MUST BE KEPT IN A WELL—DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. • PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH EARTHWORK ON SITE. • HAULING HOURS MUST BE CONFIRMED WITH THE CITY PRIOR TO BEGINNING WORK. • TOPSOIL RESPREAD SHALL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS. • DEWATERING SHALL BE PERFORMED IF NECESSARY & WITH FLOATING PUMPS TO REDUCE DISCHARGE OF SEDIMENT. • CONSTRUCTION SITE ACCESS SHALL BE MAINTAINED FROM GALPIN BLVD. A ROCK CONSTRUCTION ENTRANCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. EXISTING BITUMINOUS ACCESS SHALL BE MAINTAINED AND SWEPT/ CLEANED AS NEEDED TO MINIMIZE MATERIAL FROM BEING TRACKED ON TO GALPIN BLVD. NOTE: ADDITIONAL EARTHWORK RELATED TO THE CONSTRUCTION OF THE TEMPORARY BASIN IS INCIDENTAL TO THE CONTRACT LEGEND. Pinehurst Chanhassen, Minnesota 0' 100' 200' 300' E-15 20041064ECF01.DWG Date: 02/21/05 sheer 6 OF 6 Storm Water Pollution Prevention Plan U DENOTES SOIL BORING ® DENOTES SILT FENCE DENOTES HEAVY DUTY SILT FENCE x-980 DENOTES EXISTING CONTOURS x-980 DENOTES ULTIMATE CONTOURS DENOTES TEMPORARY CONTOURS �—�—� DENOTES EXISTING STORM SEWER ■— ►►- DENOTES PROPOSED STORM SEWER rwvv� DENOTES EXISTING TREE LINE W� DENOTES APPROXIMATE TREE REMOVAL LIMITS X 856.3 DENOTES EXISTING SPOT ELEVATION DENOTES PROPOSED SPOT ELEVATION 000�% DENOTES BIO -ROLL EROSION CHECKS DENOTES EMERGENCY OVERFLOW E.Q.F. ELEVATION DENOTES TEMPORARY EROSION CONTROL BLANKET ADD—� DENOTES TEMPORARY DITCHING DD DENOTES TEMPORARY STORM SEWER Pinehurst Chanhassen, Minnesota 0' 100' 200' 300' E-15 20041064ECF01.DWG Date: 02/21/05 sheer 6 OF 6 Storm Water Pollution Prevention Plan U °20(4 Nes1.OW P,a,e i , sc..;ces, enc. Construction Plans for Preliminary Plat Submittal for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Developement, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: WWestwood Professional Services, Inc. 7599 Anagram Drive Eden Ramie, MN 55344 Phare: M -937 -SIM Fac "2-917-5411 Project number: 20041064.00 Cantmt: Chris M,ehrl. P.E. Vicinity Map 2'cn� ST. 4y 33. ®dY HILL o o p 0 -< w W. 65th ST1? = 22 Z3 CRESTVIEW D . C)?ESTVIE q CIR. 0. a LAKE LU AD v LAKE LUCY (NW 1. 5 .) CITY OF CHANHASSEN RECEIVED NOV 0 5 2004 CHANHASSEN PLANNING DEPT Na DATE REVIRM SEEIMM 1 09/22/04 STAFF COMMENTS (AJM) 1 & 3-6 2 11/05/04 REVISED LAYOUT (AJM) ALL Construction Plans for Preliminary Plat Submittal for Pinehurst cl.at en, Murn D 09/0/04 5haet Ian SCANNED UAM SEAT Na DRSCRUnION 1 COVER 2 E%ISTING CONDITIONS 3 PRELIMINARY PLAT 4 PRELIMINARY GRADING, DRAINAGE. AND EROSION CONTROL PLAN 5 PRELIMINARY UTILITY PLAN 6 LANDSCAPE PLAN 7 TREE PRESERVATION PLAN a TREE PRESERVATION PLAN 9 TREE PRESERVATION PLAN 10 GRADING DETAILS 11 STREET PROnus Vicinity Map 2'cn� ST. 4y 33. ®dY HILL o o p 0 -< w W. 65th ST1? = 22 Z3 CRESTVIEW D . C)?ESTVIE q CIR. 0. a LAKE LU AD v LAKE LUCY (NW 1. 5 .) CITY OF CHANHASSEN RECEIVED NOV 0 5 2004 CHANHASSEN PLANNING DEPT Na DATE REVIRM SEEIMM 1 09/22/04 STAFF COMMENTS (AJM) 1 & 3-6 2 11/05/04 REVISED LAYOUT (AJM) ALL Construction Plans for Preliminary Plat Submittal for Pinehurst cl.at en, Murn D 09/0/04 5haet Ian SCANNED Coll Q Houre her«e ,RE_—�__ 4 �. b I I i r — c -�'--_^WIN '�_ w'Y� \ rr rl v., nrl rarrr /lnl / ` 1 Y /w amr .v i 'f` ——_�Jl7(P L / v. lrl`vly I I ` �� a / / I.• / I l \a\ . / 1 �'", ssi s•i.aT�., --• f t - /% / 'I �\ •>(�. s s a�f�ss_s .'a" • --•-t+ s- - � jam(/%jEi\��..1�03�� t' •�f•�s _'�9 � • a a• _-I • •� •_... � , / /'+``\��%'�}. 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Y � u 1✓.�s ir•-.. \.� f � rr-liv rr^ --1 �l�✓1\` Location Map Proposed Legal Description Legend himckme Parcel i [Omr[R. WE —:— "RCE EK ® sltllu u.VeQ[ Lot Two (2). Block Dne(1). OLD aC)CUM TREE FARM. � touuaus TREE ft W TREE IME Q RLEPI4RE ma aerd"de`9 to the Plat Ilrvrof « Re « of record 0 A, e, 1 o CIAff ! OIfFA ea W2 yµK the off a of IM Courtly ReEwder. Ctver C«nty. Minneeot., a STEEV'/000 PEST —cn— C.tl1C ry HTpRANT AND T SR;R_ RR1R:/oMCR RR ER JERK R.., Porch IM c..E n Bar —rem Pp[M PIfMLb wkMv IhoeTo E Lot Qx (t). Bre One ao se TREE rARM. m GAS RERR —wF {pER ERtlOIORIRp O BELL ere t0 Me Plat thereof R. rd EJC Or of ret^IXd II or ♦;F STREET lIR —srr $Ye EYfY SERB I[7 fl£C1MC VERR the HoE9 the oNce of the County R«t M. Cover County, 4imm18- -- Wi wRF —so— sTmJ YRER ® 5.wtuY JRMq( A' PERR POLE MLEMR}[ Eerie. ® $ERR xEkNp1T © E.Taro: BEi —Re— Mol,"ry( IryplpLgq.N1 ® GTM R 4r a 11i.. ERE VCMM MaRNMS yRR RCE _.='_ cohim E yI ., Nal Ta Scole I Plowshares Development, LLC. W I �d4 mr bs/�r T+Y �Y1 R I Aepwld lP. Westwood Pf012S510110� $2(ViC25, Inc.. �•'••- ,�e�•r M.oam I yR �_ I rsss ^nRR.� Pr,R � LMn NRn..M ssw ay MND IARsw 1151 Iwka EMT- wat, same ss1 M,+r+: »x ssrsasa n.asi.nrsRu M1nnduo1R WIV � M/G/DE IJ.. s Er oar vJ.. t•h..d.�.w.; X mTh & e lot o,: ole Rand teas an tl Pion e art,ng data Refer to the FiTol Piot and dread. 9 data for ekac( lot dimensions and All a rs6^9 ev ents .11 hove la hvo To, coled It the fral Plot. NOT FOR CONSTRUCTION 60' 120' 180 c -u 1m.TEPREumnwc ale 09/17/04 sm e 2 ()IF 11 Pinehurst Existing Conditions Plat e2W4 wesl.00d Prvfbeksabl Ser•cae. Inc OMI 46 Hour. before diggnq: GOPMERSTeo 5rE45Ok0 I3 7/VELI IIV b2 Mn. Toll Free 1-600-25 -t 6' `\ n/r'Iv nnnlr/nnl �/IVVIVI- �s rw NB7e12107W I I I I f r-- ----- 1649.28 "I 1 / 1 ! 1 ( I 1 - — -- I 1 i i ___ ] � r___ ni ___� r__-U m it___� \ ,_i ,, xsagi� • i � • < - ! 1 j ( •eu X 11 ( i ^ '\ \ I 1 4 1 I � � - — l I I — — I I I -1\ i t I I b�h 6 � /. _ J � \ 1 7} \ 11 I I •atm X Nyy I /, � \- .g L` ( 1 ) ` /'/ I \ 1 I I 1 I I I I •SrmX R.efX I I- OniB 8 < W1LOZ a / uj, / m.xmX \ \`J // %' � \ '' j ,\ / / ♦. /�� 1 1 y 1 1 f 1 J- � -1 r___--_� W I t Cly // I \ z •%♦v / AIIYreX '�� = �\ / \ 1 1 I i a ``\ 24 1 I 1s25� IR :tore I I 2 \ I le.wx X �C e ` I 1 1III II 2� /� \� i''f hlra i �- 11 I , tli /'.i ; •r y i a I ;1' ' 4 s7J�'X ``\�._. Jl lt-.— JI 1' / ,' `. - i iL J II r' J'�\` . `�L__n _J L__A__J L_�_ ,s "\ \j ) L_-__rss ___J Z h 5 \/ O me L�'� I It \ / \ „� Im a j a C` � ' Jj ♦ I o CS 21 / / - / 1 / 8 I I \ \ 'sora • \ �_} /evo. rr ' \ r / / — _.. J � /L Jf I/ I \ ./ / lV I I a I 1 \ ♦ ei Iw I / 2a2 It \ N 10 I 6 X I I x X 1 1 6 LAO/ \ LI\L_IYL/uv IYU ♦il \V /1LYVl '?A I' LvAnnlr/SAI \^ / I Y %I _ _ _ _ rrVVLI/\l1JVL r7ll71.� �IVV !/lIIIVIY / `I— �-I E.i.xF9 1Mbtl (xK, I I I \ // I / Ftleq 6uXWE. I. I 'u/n/1nL)In/.r- / bIIW (I I I II NVVUI\/UVL rIn/•f-� (: [ I r-//•I IT. I 1 I Ir-I/\/ lT^ -i )rl 1 Development Data Typical Lot (Varies) ^ Or9E LY ER NOR: Zeakq Meade as (MMn S) N/ofhaan r w el,WO�"L LLC �e 1.1 ropo+' om Re%> to rhe F of Met vire tufa S'fe Nro 27.613 oc -1 a,� r�- T 1651 Lake ochre West supporting det. b eruct lot Evnensians on - Lot Wfdth O Sefb«k 90 /f. (IDD /f. on Pnwfe Fd) E+�sfinq Zoning Rural - Legal �escrlpt1021(f om title Co]jti fitment) Suite 550 wens. - Let Depth 125 ff. Praposed Zormg RSF aVn1 Moacho pe ad 2'�'�' GorMassan M. SSJI> - Let Area - Phma' (952) 361-016.12 1So0o s0./f. Proposes Lord Use Lo. Density, ResidW�fiPl v •X„ ye - For (952) 361-0633 - Amro9e Lot area 195253r- i Let Teo (2)• Block 0le(I), OLD SLOCUM TREE FARM. occweinq to the Cmmm facte Nofhon Fro sq rt. Street Ded/cvfim 6.283 «. R--_---- Plot fhneof m fNe or of res" vi the af6ce o/ the Comfy Recorder, Frwl Yore Setback 10 ft Our/ofs 4-14t «. I _-ocai,ogo t Carrs Cpunly. &bah h.. / - Sider a setback to If. Tafel Proposed Lots 43 1 -' -aba--�`�� ulaty Easement - Rear Ywd Setback JO It. 0•vo/ Sife DnwiY (f}sa) 1.56r bl:/de �' r A� PL ANN ANGAMEER/SURKFtt rQ - Wetland /luffer 16-5 R. I ro -� I'r� 1 TSetback Lyle Rannerq Porcet a t.oas R &.'ionof Services. Inc. Street dknenspns lister re/>ence back of curb. (See DeMapnn'If Dot.) 7599 Anogom &ire - Sfrvctbre Setback Dorn Rater 40 f(- of Selboak I Let One (1). Mock Ole (1). OLD SLOCUM 1REE FARM, occordinq to the Eden Borne MN 55344 - ROW Width All streets to hum cvrD and golfer as per Clf f e e I n_ -Lof Denenson plot thereof w file w or r«oorC m the office of the County Ph«er (952) 937-5150 60 ft Y s or or s J - Roas wldfA I dame Sr. IT Rroorder, Lorrer Cwnty, Yinnemfa Cmt«95IwM Moab/ 31 ft BoetI45 IL by the me ufiity rosanmfs sAVN be «vrided as reau>ed I by the City. �Laf Number - CW-h-s« ROw 60 ft. Rol/455 N. Curb I `� I - Proposed Setback to Private rase M. Dorn a/c 'pl -AW... Lot A. 0 60' 120180 - a--- ---R =' f I � NOT FOR CONSTRUCTION yp _ C-o zoo.icarnermoc ew 4441 Dale 09)77)64 sheae 3 OF 77 I W ``"� : �" = � Pinehurst Westwood I �� ,Wna( I I �IPlowshares Development/ LLC. Preliminary 1a., Ifiil4 AN m.a d.. Plat G='� eax, Smle Sso floormaax.arm ro: sstaax-aexx CLenhet a, VeAimr eob 553 Ch.nhe Minnwfe 02004 wesbooD P/ole55 W Sa CM Inc Call 48 Hours befaze .GOPHER STATE . NE CALL T.In Cil, Ax. 651-454-0002 IF A 1(�i�w F►- •-��T,�S� ai -i t�� r ' EN K i. � � � � /� �• �.: fr�jH, r� — 1�'T+E��,��j�1u�F � .:.".i�wr..r t-�r�. iS f.'� �� ` `1..�. i I •j � �rI L `• wils `,��\,rte d m 0,lli!/ Vie;• M fes►' �� ►�• 1��" , '�• tea! aa7� ` Lr�. .y..'�1sv ,a A�.. > �•.� y. .0' •^i6�'." GD UM®R C- /�tap`"aR�,o>. �'-��o�w��°,e'.°��s,• , ltd �:c�i`t',�y� '✓ Li��Rna �e G�fM��e/T ///b�� .r�;/«e.Ea��Rf_lV�a•s!� Y -A p`Z LBGENM 0 DENOTES 504 IMhIG DENOTES SILT FENCE A w DENOTES WAW WTY SLT FENCE -Sif,— DENOTES COSTING CWTWRS —9l DENOTES Mi0PO5Ep CONTOORS —'>--- DENOTES ELSTM STORM YW !—wy DENOTES EaROPOgp STORM SEVER DENOTES E% TNG TREE UNE Nyrys,` DENOTES APMiONNIATE TREE REMOVAL LIMITS r� \a!�"•si..al\ _� _—rte 1 . asLl DENOTES PROPOSED SPOT oXVATM CO,- DENOTES EMERGENCY OVERFLOW ELEVATIM DENOTES EROSOFI CONTROL BLANKET (MNOOT 3885. CATAGORY 3. WOOO FIBER I5.) v o v DENOTES 'A4RAN0 WFTER (MOTH MIK OF 16.5 FEET.) M, NIT t M X26 — � AIRALYIF- �, m9�� •A�iERro / ( L i• i (�L_l . lliJ v(7Ts`--t� INN EROSION CONTROL NOTES: GENERAL GRADING & DRAINAGE NOTES, J W ai NXL 40 o➢G fA09711 MMH rG 11gs 9W1 H w-qAQ - DA 91E M51 H si>BMIIID .M > " Hd Y[ 9 ME' J� won ro un E¢sv>11wAasmlcnw 40 91W H uu.1wHD wK Vun1 w Kmm4a •M Mmr ars uHE.a onaWH wW11oE�ts^'Do�>� .H 9a.. m vrs[o wa.a/wirtR q/AE 11116 W PIGMD lOWD xwS Hd [SIAHAfD. FVSMG al RFO_ rgi(D -SIRS M H YW1Hl(p Yp pl H1OND 0` 91.VL H AO la, 10 11[ FIEW DS. 15 6 FI a =u W Rf1 SROVI[S W'. 1Y1t ai IQ16 f1A® • DlEw9a5 YO Yl(MI.AIEmv n'`i EO1 YtSr MNFNI ME101i4 SIR ..YR or pYpli ipD Nplyw$ .M 169En ro rAo9O1 CO11pt 41p1'U Md N 1MIV 9.M1Gi. RIWIYV NLwY1' MS 1u) 9Nf-( [lC HOI6D Br M On 51a1L H . 1K SIR 9w> H S1b111IID .xr H 1dw5 V N1i4 Of/H • wE 'A'a A C RR 9W1 M96) iK LW.SM 40 El[V1M16 HI wOQxi4 ID MF O1.V..1L O].HK1. EONEln1l HS >11U 0, pgM9H'M IG11FF5 .M 'A 1NE ORiS HO IIID -- AN fVEPt N 0611uCDIX K CV m>C1W 9•W 9M➢AR�) wTv IK W S11RE5 L511116m 011K ..VC[wL qR5 W51 H QV.HD 11 11( EN) .O1w1(1'1 IptlS aRE"' IEW WV 50!11114L6 YIAC ENOFFR f( IM P^316VIHE5 OR H FAOI gCOIL Wf. RWt d�M IxR ro M SIR Y51 H wdlm 0.>511111CDM 91W H D�Hp KIFR DE 94 W5 Hd KR4L 10 DE)YS A. IRD11Q QwG Di HA, OlA R1HS SRWIi Si.yYIID 1D IESNC W 11E MSD4D Wi1O1 fILV>TIX . W NS [q SItlN y9p1 9ULL H N.6. UIIS pD<RI4 MpRD w01`pHD MMS 914tH [Knv>ifD K5t t uSFD /5 W E. 11Di 10 0. Q1HD Ip[ W CDMIIM11q 9W1 fpYM9 10 tIX'4 xuls R1PpI1B p1Mlry Cpl$1p1[11nM MMP>RD tl111L5 • ) wK (211 4OS51 1. D.fS D91 1D 41j d W WDS.rS 1W 1D H 9CCSn� w KCPm.x3 wM 1pu S r wn 001 a rurRnT n.VG H Wlnm •lo a.xn. Iwsul 16sNclo swru H o.s w PKS uo 0 5' m aMd attn 4E/.s O 60' 110' 180 NOT FOR CONSTRUCTION C-13 } I064CDP0I DME Dem 09/17/04 s 4 OF 11 Westwood Rofessional Ser ices, Inc. .. prr� per'•••"""••'"•'• •""" , � 1I Pinehurst Preliminary I ". "rrl� r• I m4. v.w � Plowshares Development, LLC. Grading, Drainage & 5534 Fl—» -51 6 Fug f»..» �" �r rM. w wr T LaEr OTire VIErosion I Control Plan or u�r m C AnhAlAm MinnaDH 553D Clanh a, Mils . Wesl•ooE Pm(essionol $¢+rices, Inc. p L)F-A In FSA I._ E.lYL/LIV� A•I General Utility Notes • DIE CONTRACTpl SMALL VERIFY ALL EXISTING CONDITIONS PRION TO CONSIRUGMN AND NOTIFY THE OWNER OF ANY ORTRENEES. • W CONTRACTOR SHALL RECEIVE THE NECESSARY PERMTS FOR ALL WORK Q)TSIOE OF THE PROPERTY UMTS. • SEE ARMs RAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT INMENSNNS SERMCE ENTRY LOCATIONS ID BE COORDINATED WM ME ARCHITECT. • VERIFY EXISTING INVERT LOC. d ELEV. PRIOR TO BEGINMNG CONSTRUCTION. • THE WATER SHALL BE INSTALLED MM A 1NIN, OF 7.5 FT. O COVER. THE CONTRACTOR STALL VERIFY THE CITY AS -BUILT CONSTR UE11 N PLANS TO CHECK LOCATWIN AND MAICNy TYPE. • ALL STOIWN SEWER PPE SHALL BE CLASS } UNLESS OTMERWSE NOTED. • THE CONTRACTOR SHALL CONTACT'GORER STATE ONE CALL' FOR W) FOR UTTY LOCATIONS PRION TO UTILITY NSTAlATKN. • UNLESS OMERWISE NOTED. ALL MATERIALS. CONST. TECHNIQUES AND TESTING SHALL CGNFORM TO ME 1999 ED. OF THE 'STANDARD UTILITIES SPECIFICATIONS FOR WATER MAM AND SERVICE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY ME QTY ENGINEERING ASSCCATION OF MAN' AND TO ME STANDARD SPECFKAA04 FOR HIGHWAY CONSTRUCTION' MAN. DEPT. OF IRAN$, SEPTEMBER S. 2000 INCLUDING ME CURRENT ADDENDUM. ME CONTRACTOR SHALL BE REQUIRED TO FO OW ALL PROCEDURES AS WTLMED BY ME LOCA AGENCY. • ALL WATERMAIN PPE TO BE PVC C-900. • ALL SANITARY MANLIKE AT 0.45 Y1®WIM GRADE. "• xx x I r I•+r r•Y r M• — `IM ••r I bYs Westwood Professional Services,trTc. nx N•a— g— Lem r,,:,.. M. sssm o.r .r.Ilt rl N.w�ssx-xv-s+so n� rsw h1 IF� 14� W 4M Legend ENSIM PROPOSED SANITARY SEWER —C— SANITARY S WER —4— WATER —I— WATER — I— HYD. W/VALVE HYD. W/VALVE �4 STORM SEWER — 00 — STORM SEWER AN I�� TO - m Plowshares Development, LLC. A� I851 T. rn;Ye WY ' SWN, S% Ifsp Pao A/ice C]I•NuWeI. WiillNaoll 553T/ Pinehurst CMI 48 Hoorn fi ft a Bggng: GOPHER STATE ONE CALL Tm. GLV Nm 851-454-0002 w. TM FNx 1-000-252-1168 0' 60' 120' 150' c -Ts TmnlrwlPOTDWG 0.t 09/17/04 BI H: 5 or 11 Preliminary Utility Plan Se,vices Nc — — 1050 2%._ ORANGE LT FENCE TOADE� USED I• i i ! TRE PROTEC710N�FENCC EA•P-' ,,�??; •• !lp5 �.+ ii li ,.- TREE MENSURATIpL LINE i Ai ias• '�i Wa ''�`• _JAI � .�'' IN Ig sr - E wa% IBM MOM 5 / L .' + E. PRESERVATION / LAN• • :ra M TGW �Ie Area 27." ft (After R�avrI fttlee,f Arees) �E�ntfinq Tree C�wy Cer,WY Cove, After Gr�mq 7.23 A� * Existing C�ifems Tree (6- w > dbh) See o"—c Tree Mmavelioe Pocket ler mmwretien cdcebtions ced ir6s:Jrd Vee information_ Westwood Rdessional Services, Inc. Y r lr. �r yr �'+- r. •`+„ �•^�^' k..�)s ti rr^n•r I ".I I Mnw:X)X15)X fu: Xt-X)Skx2 A4 NISM � GG• e • i l..lv. nepo.d Lor m- I Plowshares Development, LLC. to ��.... 1851 lake Drive Wal, Seth SSD OulJleaal, �M 6All Ve•' L'tiJ n/ �ui�n npm nR Pinehurst Chanhu n, Minnesota J 0 6T 120 18i C -u 2ro41064lvro3 Dec O.� 09/17/04 Skvvk 7 Or 11 Preliminary Tree Preservation Plan 0200. Westwe Pr0lessund Sakes. Inc _1054 -- _ _ i H. army: —� GOPHER STATE ONE CALL •--- -- '— ' 4m — --_- I \ Mn�r To Fre m 6 I -M-252-11� 6 /1041 104Ea�1 — "I �7r u. L l c� l l lVl V LEGEM tlienRCE EENT is / PR°TE,ra rp •.� ` osE,rsln ee TrCw /� ;� 7:' r-+ „_ l •� �T . ... �, /� �,e. o �1; . ®'I, ' \wcwea uee C.nwr 10 / ,�✓ i/�-! e� „o .pu. °.M...... Vh' `'m +off ' F P y s. d� n ,r \� i Umtin, Cmirerous Tree (6' u> een) / vz �' ti E.Isz oec aws Tree (6' or > re) IMS, /, �•, ��•� .,\w „ , /i+ . � it ,,,,,�,,,,��C� M R —� / SUR I - m• ' , /�I r cu c) c5*AR 14 A o B i o 1 / "14 Fu CDR �' '1054 .�"'` r � i i+ ,� • '"' o22ot/� r\ d Qun o 5 I t / „ ww ,ass —105 ' �i .•\ ` 1 ) �` � ' �o ;,;mss �� .; � �:� � • �• > '> 40 212i- a� 0�1�I :„\•`?\N/f�/ /mf%90 ',•mz�;'''\ k r . 1�0 I aro v I bam F • I +�q va If l Vl / ppa�y 1 ita/r\ `\,� \ \ \ \\\� \Q3 \`\` _6. — s.� a ao' eo' tzo• \' �'\ /� 7 T— \ NC CONSfRU ON a,. 09/17/04 sra 8 or 11 -` � Pinehurst Westwood Professional Services, Inc ;ate � • ; °� r^'�^ ""'� tt� � r� Preliminary Tree " I Plowshares Development, LLC. Preservation Plan �m +� I (West Side) rl.a . ssz-sn-sz• so: ssz.vr-svi aa0 LL 41ese v y.r r wk 'Y I 19.51 take Driae West. S to 550 0r ay/G/a4 •ter 4� CJinnlussen, Mmnesofo 553V ClunAs„en, Minnesota 0 2W Mkst„»otl Prores ce Sss M we Coe 441 Noun D 51- 54-( g� GOPHER STATE ONE CALL / t \ L'n Toe Free 651-a5a-0002 \ �\ Mn. iM Gree t -600-Y6]-1166 evif s ®• u n1087 IEGEND ' �t 'a m.» » sIIR*•„�lyaaa ,o `vY �_ •. a .I)i I I T-rv+vh E.¢Dng Tree Co , n a Rus a i'•i» •- '+—/ vv ° ". f I ^ProposM Tree C.w, i Ea„tnq Conitaous Tree (6" or > tlbn) _ Existing Deciduous Tree (5 or > tlbD) 1064 .. .IUW-„' r / ivry� o••I � a�n IOeg 0,2 „ vim., ,• _.., .. 4a i„; L m _ ="1050 » we r _ ,0 R1. `t5e '40 _ 0 It o �„ \ —103141 J f ` l Avm•>ie2•v . =a•t'rry ' \ i•� 1 � �f>� 1� �• t Ln Iaq ¢1010 7110 Q 1020 '--- ° , p �'! i - o' ao' fio ,zc T / 'FO N ON I n 09/17/04 stere 9 w 11 Westwood Prolezvlxlal Services, Inc10 '^r. I '••'”" oe.� P'eee° f@ Pinehurst Preliminary Tree . , Plowshares DevelopmentLLC ,,.,/`"as.nn,an I "`•-ems Preservation Plan fJm Ravi. AN 553fI rbn.: as=.r.,.s3se w=xz-se/.sen oro N /VA4 `+�.r, .. 1CI izke Dare West, Suite 550 (East Side) „� oe7via „�,• usu c�3.nne.°,. cn.nti , Mi„nrsnra cmU4 Wesl.00d Protessfon, $ervicM. InC- Coll 48 Hours Celwe digging' GOPHER STATE ONE CALL Twin City bee 651-454-0002 Mn. Tap free 1-800-252-1166 TYPICAL LOCAL STREET SECTION (31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: STREET C VARIES. SEE PLAN VIEW FOR DIMENSIONS PL 11 30' ROW 10' 155— DRAINAGE & UTILITY 14.5• EASEMENT BOULEVARD 2.05 SLOPE O D O Byl 30" 7 SIDEWALK X8.5' 1 BOULEVARD 2.05 SLOPE PL 3 0 RECTpN Cf RON 00 LOT STREET PRORE O.5' OY pRECIIPL 6 BOLI PI SIIIFET LOT BENCHWG 10' NAGE & UTILITY EASEMENT TYPICAL PRIVATE DRIVE SECTION (2D' BACK TO BACK) O O 0 71-1/2* MOWT 2350 LVWE350308 WEAR COURSE SEE PLAN VIEW FOR SPECIFIC MnDOT SPEC. 2357 BITUMINOUS TACK COAT SIDE FOR SIDEWALK r - MDWT 2350 LWW35OWS BASE COURSE 12' - CLASS 5 AGGREGATE BASE, 1005 CRUSHED STONE 24" MOWT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE NOTE PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES WE TO RETAINING WALL RESTRICTIONS, I W I I r+P w1 v `M•.= PN.+4 r I 411A� Ill pTopaCLd for Westwood Professiorul Services, Tic. te e% w �1 I rsss An.yeno�... Plowshares Development, LLC. Lien"A.Lll. Pnu,. xx $5Ys1so P... asz.s31.su2 . M•1/05Ia IBSI IdMA Dave West, $Mite 550 a+ U/LL6/OL LLCM. illim t5lWaliev Cl MiRl., 56311 am� MLS 6 9Y !AR 6 ON ITm) n.r rnsrs 1-1? MOOT SEc 2350 Lili35(]T6 a[M CPIRtE MOOT STCC 2351 anYIOK TACK PMT r MIOOT Sl . LYI.HO]E MS: COWHA C M XM` 4 SNI PAS % 1. CN9ED Slp¢ A.IP Art N.st 2V wWT SSC 31.8.]8 SEJCT dMWA.M RORPOW LpRllClm 99P1YIL NOT FOR CONSTRUCTION Pinehurst uz 09/17/04 st. 10 oP 11 Preliminary Grading Details EXTRA SIRENCM Fk" EAORK` TYPE • - A00 lW?E MESH BAMM TYPE M - ACO NRE WEN AND NAY TINES STEEL OR w • _ lill PoST .A qIk— .. 10'-0 MAIL SPACWC WM MME A • SIO' _1 9RPtllT rENCE 6'-0" YAi SPACWG .1H.T YAl$ AM4gE rs a • 1 �. a POS .AQP 4, HEAW WTY DETAIL MME SIPPCRT PENCE S MTALE AEFIICALLY OVER "WT TJ PONDING .EXiNT 9' YA.< MWS -(PE BLANRL 30' REDNA[iE D PiTER PABMC, S1PLA� MpfjlT ATiAM YCURfLY tICIA NOTE: E YNEN �~ pLp DI METAL STAKE e sT_EEL OR rO IIPSIREAN POIIDWO IEIMT 36 M(N YAI SOF Cf POST. "-3A32 CONp2ETE BDTTw Di FABINC 5 MIRED IN 111ENM r YJDl PAST R^NPT As$ SS AS IT WEN WSiALLED AS V. 1jPACTED �— SIBORADE 3i PENCE YAYYw ® NSi RETM£EN POSrs Tr YMYw Ir YIN I �. YAY HIEN rA9aC mo," L it MIN. ro YW. - EMh -r .ASIEp ROD( ..A" IRExpI Wm Cg .CTED II e" MPMu EAM SDE. LM SWRCE , EATER �A., CONCRETE WALKWAY srAWDARO DETAIL MFNU1 MTN NAnYE DAIXPu ALTERNATE GXTAK MfNM MM 4AAKL RAWL 21 SOpE NOTE: L MO REPAIR PEOPLE AP1ER EACH TYPICAL SLOPE nan-M05EN ¢OTEAnL[ STERM $ICES E4ENi AMD flfY01E $QYYEryr 'MIEN fL1Ot fATAIC YNOER NOTE, xECESSMv WTE- MEATYEnr NOD( CpISMOCIYW ENIRMEE SHl 1 2. REYDYFD YgYEMT STALL BE CCPati WET SLOPE IJMNG ET Sit A MMIM M NObIT 6 16 MO g TAW MApMY SIDE SOPE$ W A:T. ROCK CONSTRUC110N TO Ax AREA THAT KILL NOT CMTWBUIE SFIMYExT OFT -SW ANO CAN BE PERYAMfN1LY STABRI2E0. AT EES WLET I. saPF S "FACE STAN BE ERFE a ROCYS QCpS, Sllq(5 AND ptASS YAl$ r5 ,HAW CT $HALL HAW GOCO SPL CONTACT /RLANR ROSW pLANKET$ roRF REINFORCEMENT ENTRANCE 3. SET FENCE STALL BE PLACED ON SLOPE $EpYENT P1L1ER 2. LAT TS 1,00 i5 LOOSELY Sp STAKECCINTA pi MATS $LOPE CMiCURS TO YAIDIMZE POxDWC EFNOENCY. STARE TO PRECI i MIrN INSTALLANCH THE SPL. OO NOT SWTM TYPICAL LOCAL STREET SECTION (31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: STREET C VARIES. SEE PLAN VIEW FOR DIMENSIONS PL 11 30' ROW 10' 155— DRAINAGE & UTILITY 14.5• EASEMENT BOULEVARD 2.05 SLOPE O D O Byl 30" 7 SIDEWALK X8.5' 1 BOULEVARD 2.05 SLOPE PL 3 0 RECTpN Cf RON 00 LOT STREET PRORE O.5' OY pRECIIPL 6 BOLI PI SIIIFET LOT BENCHWG 10' NAGE & UTILITY EASEMENT TYPICAL PRIVATE DRIVE SECTION (2D' BACK TO BACK) O O 0 71-1/2* MOWT 2350 LVWE350308 WEAR COURSE SEE PLAN VIEW FOR SPECIFIC MnDOT SPEC. 2357 BITUMINOUS TACK COAT SIDE FOR SIDEWALK r - MDWT 2350 LWW35OWS BASE COURSE 12' - CLASS 5 AGGREGATE BASE, 1005 CRUSHED STONE 24" MOWT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE NOTE PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES WE TO RETAINING WALL RESTRICTIONS, I W I I r+P w1 v `M•.= PN.+4 r I 411A� Ill pTopaCLd for Westwood Professiorul Services, Tic. te e% w �1 I rsss An.yeno�... Plowshares Development, LLC. Lien"A.Lll. Pnu,. xx $5Ys1so P... asz.s31.su2 . M•1/05Ia IBSI IdMA Dave West, $Mite 550 a+ U/LL6/OL LLCM. illim t5lWaliev Cl MiRl., 56311 am� MLS 6 9Y !AR 6 ON ITm) n.r rnsrs 1-1? MOOT SEc 2350 Lili35(]T6 a[M CPIRtE MOOT STCC 2351 anYIOK TACK PMT r MIOOT Sl . LYI.HO]E MS: COWHA C M XM` 4 SNI PAS % 1. CN9ED Slp¢ A.IP Art N.st 2V wWT SSC 31.8.]8 SEJCT dMWA.M RORPOW LpRllClm 99P1YIL NOT FOR CONSTRUCTION Pinehurst uz 09/17/04 st. 10 oP 11 Preliminary Grading Details siwoo0 Professional S"", Inc. STREET B I.i PRIVATE DRIVE D Westwood Professional Services. Inc. y --] •. -': n, • _ _+. • "— 3 IW I I w'. 11. 1f? Tuc Kl-a)]-S]S� roc )S]-f]]-Wl a� �� lam lL X0653 [a -'1 PRIVATE DRIVE D Westwood Professional Services. Inc. y --] •. -': n, • _ _+. • "— IW I I w'. 11. OrY AbAal, PE Tuc Kl-a)]-S]S� roc )S]-f]]-Wl a� �� lam lL X0653 MANCHESTER DRIVE I mr I rywr, d far Plowshares Development, LLC. lake [hive Wei, Sone 550 v d r waw Chanhnscen, Mi(v(mfa 53317 Call 48 Yours before digging: GOPHER STATE ONE CALL Two Gly Arm 651-454-0002 U. Toll free 1-800-252-1166 STREET C PRIVATE DRIVE E 0 !o0' 200' 30( NOT FOR CONSTRUCTION o-(� ]ao.'..w 'I.- o.r� 09/17/09 ter: 11 oP 11 Pinehurst Preliminary Street Profiles 02004 Westwood Prolessio d $erri .Inc. Construction Plans for Preliminary Plat Submittal for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by. WWestwood Professional Services, Inc. 7599 Anagram Drry E Aawi . MN 553M ReOre '95Z-937-5154 Fan 953-937-5937 Project number: 20041064.00 Contact: Chris Moehrl, P.E. CITY OF CHANHASSEN RECEIVED SEP 222004 CHANHASSEN PLANNING DEPT Vicinity Map ST SOY HILL ��33y b Q Q w W. 65th ST z? 22 Z3. r' z3 CRESTVIEW D . CRESTVIE q CIR. LAKE UC AD]LAKE v L L UCY (Not to s .) NO. DATE REV61ON SI-17'ETS 1 09/22/04 STAFF COMMENTS (AJM) i Q 3-6 Construction Plans for Preliminary Plat Submittal for Pinehurst Chenh=+een, Minn iab Deet 09/9/04 Sh 7 Ot It >ND� SHEET NO. DESCRUMON 1 COVER 2 EXISTING CONDITIONS 3 PRELIMINARY PLAT 4 PRELIMINARY GRADING, DRAINAGE, AND EROSION CONTROL PLAN 5 PRELIMINARY UTILITY PLAN 6 LANDSCAPE PLAN 7 TREE PRESERVATION PLAN 8 TREE PRESERVATION PLAN 9 TREE PRESERVATION PLAN 10 GRADING DETAILS 11 STREET PROFILES Vicinity Map ST SOY HILL ��33y b Q Q w W. 65th ST z? 22 Z3. r' z3 CRESTVIEW D . CRESTVIE q CIR. LAKE UC AD]LAKE v L L UCY (Not to s .) NO. DATE REV61ON SI-17'ETS 1 09/22/04 STAFF COMMENTS (AJM) i Q 3-6 Construction Plans for Preliminary Plat Submittal for Pinehurst Chenh=+een, Minn iab Deet 09/9/04 Sh 7 Ot It G 2aaa. Wezl.00a Prolessiand $ As, Inc Call 48 H. t efafe it; _ `z_-4 _ I E C v n 111E ir-1Ar I I I I I �1(01 ra1;FY / .'�"s'�m. t i - __'''cam,!_. _ - _-#. _. 7oi '20' w ny v [_c" r r��tir r 1%," v I "'Ne" iii i' e.�r.. s�.'=..-_� __# i_ 1049, �7Wal1! q# �i..### yo r # a!' '� :# J r 'd' �• _" -- - �_��4 `\ \ \ ` 10J(lp za ` Ja # #'_ #i ii''i -- _ is i `i a # iRe s , �a �'. \i i ; a i# i► a _ s i i N a A (ii i# I _ - I # # i #i .. d.. _ sNz # # AD # o �# w NO1Aztfmn. t a\# ba $ � I �$J;' i o L la ' s o ,moo ✓ # ` \ `� , !i dF; oE0 i S y rK 'i _ R. esu — I I i a \ / f is Nn .r, auvr r i lis is I • . s i� of o j %, /� Ji# l o �a a # # I� ice# 1p6 '_'a tt i / J o 0 0 0 0 `C q'aro `E. 162 t� i JJf LfV� 1 _ • s ., r n ' e i �---- . ` i /' -fes' ✓/ �a #W, a o' v[ r_r ; / ..Y[.v-"IV � y, r i rf_E_ a I -rIr \rvr 058 #All - 114 y i ', J /a% s+ al 1�# , n, # a _ �`.. #, i�r�'" �p i hrL ; `0, g 4�.-� To t' 1 rlrt l \\ J t l# t J/ U }1 5 1052 a a 1054 a o ap ,{'� ! a i —1050 ,�+ .x-1052 / i f o t a // a i 'i i � — s b/ t !a a I i #i— la1 1046--To- 10 i .i �•• a 2 / m O\1p16\, �1ab +g # $ / • / /� # 4p_ `. — — X1042 ii -`i —��~ j�p� Vis. \� \ a 4 i /` ,��p *e- �— �`IQ4s � 1 \ Qg aF ° y6 , 1 '� e • J # # to % �� "-103 / 040— — l0gq # i — � p36 r J o u/ 6 1032--- j 032 — I \\\ �� \ r�f� � \� \ • a. ��.� , ��#\. • 1 � I r ;��,o !, � J � —1030— ` i., � � `042-� �1 � ` `1— 03 O � / a L I \ tt # i o i A_`Ta..�� S\` / t v ` ,'�� I \aa .,\. l:\✓�h � \ \ � \ ` � 4 �/ 1 i , 1 ,: ,�_ _ � 1026 — �\ / — —_ O 2 _ n10201 _ i � � i � �✓ �� /1 ��-1016 tri A trmF. 1 E:� I/'.`. , i rr-ri>r rrr: 1 1 f rr-1 rn; fr, Location Map Proposed Legal Description Legend Not To slide � „� For Pinehurst c -l] mdaoTAEsm one oah, 09/17/04 Then, 2 OR 11 .—¢ma PwcN to GdrtxWs DE[ —,— Fae2 UIE ® SEEDNIfeW4E Lot Two (2), Bloct One(t), OLD SLOCUM TREE FARM, a OEOOUTES FNE '- � � TfEE t� D` XURNEeE W. occwGam ng to the PTst theol No w d fecwa N Ak •ERnvu Op f WE&x w WR V4H TheofTce of the County Recwdm, Car. County, r.r d..r E]iulhus¢ , Minnesota 55311 ChaNuv n. Minnwla Mnnemta. • STEE[/ea00 REST —nr— CABLE W A HYDRANT AND T ss -aaaa t /aMER —Ca— CAS UIE ® IftiEA AFTER, R«niny Pwcd ® CABLE lv eoa —row v R OKnK/.0 ® etTW alive[ Lot (1), one (1). OLD 5[DCUN TREE FARM, [G} GAS AME TER —/IS— PCi4R VWERGRgMa O elan wOne the 9 to the Cat tl file of of r¢coora in %f SiRE[i UTE —Sr SMIIi4R SEER ® ELECTRIC METER d the off a of the County, RRemwtla, CwMA, Ceonly, 4i:negota. GVT nRF —fes STpy SE1ER ® S.wiAer unuXfAE 4 MWER ME -- EXURNERE a'.EM CIa ® Y1ER MANdid,i © EILCTRC BOe —ss— o EAgIC IliDpg101M ® GAI[R DASH a FARED END sFCMN EnDAMAWS sdA ACE Cg0.YlE pIgAU X NDi! File lot Ea and this dm we x"ae. fto the Fiutl Plat and ntl suppcRting data Iw exact lot aimmsi«z onaw All existing eo te ell noto be located for me final Pati.mm NOT FOR CONSTRUCTION 060 180' WestwoodRofessionaSevices,kx. �.. � .._. . ,__�e� ,,r �t:'.'••,•� a• Not To slide � „� For Pinehurst c -l] mdaoTAEsm one oah, 09/17/04 Then, 2 OR 11 I >� �aae � W �"`" I nd.r Plowshares Development LLC. y I Existing Conditions [den PtN¢MN ssYa �` I Plat rle=fNPn r_.en-err.seu o+s Era_ 1851 take Dnve West, suite 55) t.re_ wee�� eT�r r.r d..r E]iulhus¢ , Minnesota 55311 ChaNuv n. Minnwla o20041WesbwU Proleseand Snvim, Inc. Call 1R Hours before: digging: GOPHER STATE OWLEK LI, zaY / ` \ I P //-I \/ A n n I11l A / I I I Mnn TMI yF ere 165800`25 -\lfi6 ..: �It YL LI *,VVI I 1V1 r---------, H a2d1z'zo- w - 7/ 214 I 1e49.211 1-------------- //L2 ti xtr sl t I I i e — ^ L_______'y I 1 I I II ``cc l I Imo/ I-ip \ 11 -q�c�, It �1■ L__-__-__J c ♦ l i I r$. I �a� r I ,� } D 1 I I 'I r--------1 OUTLOTA 'lis �c \ A P �T r" ,i 1 TI \ +1 m r c♦ �iY :\ / i 1 r 'F" 1 L__-____J^ n 1 I al 1 1 f ) !lt e� \/ ,_ , I 1 l\ A � :1 I j I - • do M '� 1 1 1 1 $ / r — \ l � \ � ai II cc, /( 3 ^ / ,sw a - I 1 I 1 1 ,se» r 1 1' 1 11 I• 1 ( ' 3 �' � \\ / J"J 11` 1.—_—"" J � � """"i 11I —",— �J\ M1� \ ,/,/ \\� v'.� / \l✓' __—_ \ ?w2.'fih6 1 I P� Cr- If�r� - 1 11 , "� 1\o O t"' 11 aI`" r�J c3,am xzssa \ \ % \"51 ,sroa 1 3 W ul --__-_- _m J I Z U � 9 � g\� c` - T x,eow c� / i„ a,. / •e------- [ \ \ \\ -k^ j / -_-1 1 mar /� '• �.a s so n u--____ \c� � i � `�\ 7 lllC 1^ 1 r t_ 1 v c�+ xzeer / / + 1 /. c / / b - ---�- T� j�✓ y,�' \''\\ l C \ \\ ,F sl p9i l sl r 1 i I Y+► i 4 11 as0 •� \ \/i i_ age 11 11 1 „/ 2 i/ i I Seso I I 1 /% I z L\ — > =r ( ) ------ — —II I I aruzo /--- / // \ 33h 90 -------I.r---J �/ l 1 \1 i C/rAIn Al [pnn/n ' /o — o i \ Lil\LIYV lv /ver / 'S rte• a��z-��'7 - no--_J L_-_- ______- "is '1\u / CYuf I fL,IV / \, I —r -- T--------- ----- " �( \ ` I — --- �1 \ �� IIVVVI\IVVL /7L_f \2%7/.� t_IYV �SVlll/V/v Etlzlb9 \ Wx11^neEa9x QW.) L (I�%7- IIVVV/\IVV_ ,ti Development Data Typical Lot (Varies)PlowshareEs DeMopmml. ULCNero(a msianY and prem an this plan Nathan Ranfen ces Zonirq Slor,derds (tenimrns) Tatel Site, MK c 22.62* o165, Lowe Divre Wes, sup0 t^g'data tae 1 se 1 lel dimensions and - Lot iffirtDept ®SetSuite 550 oreos back 90 R (100 11. on Pnw[e Rid) Existing Zaninq Rand eines Chanhassen, MN. 55312 - Lot Depth 125 fl. Proposed Zoned, RS Phase: (952) 361-0&12 - Lot Are. 15,000 sµ H. Propmed Land Use Low Ow del y, Residential _o ^ m Pox, (952) 361-0633 - Aeca Lot Arse 20,580* r-------- i Contacts: Maroon rronzon 9< sg.R. Street Dedkotion 3752 ac Ry - Front Yard Setback W 8. (25 ft- °n select Pots) • Denotes lets ./ 2.T -tback Outlets 4.022 ac. I _ I >-Mainei h - Side Yard Setback 10 ry. total Proposed Lots 42 utility Emement - Rear Yard Setback }p ft Cell Site 0er,4ly (Cross) 1.52* IW/ac. ,1, � (901 'r. Westwood ProfesER/SURVEYOR: -'I T(See lk Line Westwood from rive Services. Inc. - Wetland Buffer 16.5 fl Avg./16.5 ft- ✓n Dvnensioo I�/ / (See 0e•elopmont Oolo) 2599 A-age, A Drive Fatten (beer othe wellond edges and esistng utilities at Setback �I,t1' Edon P'(952 93 55344 - ROWSruIwe Setback ham butler !0 It aotak,M hwn others 1 ' -ROW WMIh Sip H. I 10-- -Lot D'monsion Fe952) 937-M22 50 - Rood Width Street dimensons E¢IM reference bock -1 curb- I - - JI lidoax 5f- ` fi Contact Chris MOMN 26 ry. Rod/4o-Back f --Lot Number All streets to how cwb and gutter m per City standards. I I - - I - Cd-de-sac RDW 56 8. Fad/!55 p. Cub - Prathea d Selbonk to Prisole road 25' ham B/C Drainage and -(illy ---ts shall be pro.ieed m requiretlL — — — I —Approw, Lot Arw by the City . bo' ua settwor R R-1-Chnrsrk �iorri NOT FOR CONSTRUCTION m c-n zooaos.00r., (we see) Lee, 09/17/04 sleec 3 of 11 >:= T w Pinehurst ". Westwood RoiessionalServices,Inc. I �; "" �)� I Plowshares DevelopmentLLC. Preliminary , – - aPlat fr•ene ssz.1 m ru-s4 .1 sway 11151Iwke Diriee West, Soon, 550 0/22)04 1/..esr cork. k-." QMOb¢6sm,, M;Doesote SSM CFanhazven. M-.nnc�afa e 20W, me _ I I �.611c, �7M �..� i• G i l�sl t. .. 1 :j i� �� 3 / \�, � �r;7R��aJ %�■u�\—a � t £ic �lc'L _ ice# L I GAJ �'� I N S��` m- 'Y T r A .. y� /01 • ,,�, e: �, ?�° `'"�`� �.� .r�ol?•� �� - :� /�, li- � / y 716 � ��`a'f'I�i 1 -a —' S `,w A _ .�y,�-� �\I ice• � . '` "' SWAM ------'1107 y i '!' .- Cal " H. b.We d."oY,_ GOPHER STATE ONE CALL Trig Oily Ago 651-45h"2 Mn. Ta Flee 1-800-252-1166 I I I / I i � T — .i \ o`• \�� \ �. [D�-('i1 Pbo'. - Mau v a� --- _ - r 0 2 I rr n - `.L_,..r n✓ (l 1 '� /r. ]00r3 �-�`-�;` -�� S'�;� -_�Oe. r IOOV T\ -•� \ O-` `\`r,,�,_j� / 1./ /� L I/(�F♦ li I /f -I/ Tr.i f'//rl T^ �•,ir I ' �. u�--„��i� r+ v IrU'L3 i L-� fI c_l,r 1� :.�1c_(Egf7%�/f��li I �: ` X TJMGMIQ EROSION CONTROL NOTES: GENERAL GRADING & DRAINAGE NOTES: A • 0 DENOTES SM BORWG - NL %T [[/¢ Nb oAfA fAoaw Fwmn ruvcs auu R N-e[A¢ AMia ar MKi F SYAe.NIIID rm . 1v s® r• • [Yff do sa41 EMv.rwS M[ s�ow� ro rraa(A allN.a/PIirtA • 6Sa] DENOTES PROPOSED SPOT ELEVAIIDN rwa m Arr [uArnrKN,cws,aKmr No a�N[ a D TES 4 T FENCE DENOTES EMERGENCY OVERFLOW u"BO ^ w waAo w`EA xws Niu [sua,uo [vswc scr /ix¢ uortn. Ea[- w -art 9WL BC N.Nry(D uU w gFNOKD uD Dt.LL B[ cc SpfxEo rEaNWxY slNAfs WSr xAv[ Yr I[wS RA® • b u,R r/ACMD aur vw uosr aAKur xwiZwrN art �: DENOTES NEAW WTY SLi FENCE El£VATKIN MfJI[Mi� rw/cidarq.sr�m ��cr ro E wrmima� Po rt'N z�xr M 4axm.4rw suu rc�sr M Eauwl .xD EOv.mx v [imrec X930-- DENOTES E TING CONTWRS rtuawun roroNG Da¢i xnY erv[S [rC CT 1. BY M ory a�4[ e[ Mart auu B[ sr.e.uE[n rn« w xa.Ns a aw q.DE rU. AC rmoaw,G,l 1LsruRCS rm M oNcgs uro mn-wsY —980— GENOTE$PROPOSED CWTWRS DENOTES EROSION CONTT Q BLANKET wrp[xr,u m M wwxc cw m.cr c°•^TmN. mw m mvxmocrxN. M caxm.nw avu ru[n.mr xvrsv M (NNDOT }865. CATAGORY }. WpOp FIBER 25 .0 imEErs -GRAY W R .aaxdc wNs MrSr s acNKv .r M Exo .[[ rcwucxr "A" usED .s rDNDgN1r smdd, BAaNs Duwc [xw<w r uY nax[awzs w v/mr,rler/s sqw wx -'C DENOTES EXI$DNG STDRM SEWER 1 - Of Gdf K/b[d4 DAY • qCq g'A iD AE 9R WSl BF PR El CPR,M1CrIPI alNl qE pN0® .YIW M a1F xA5 �p . yy RS [w Srwu YfA 9Vi1 qE qA4 • uML4 OMRrSC xJhD .c vaxc m x...s rD dm/¢ .ovc a mr wm Na< sMErs s,.Nuao m IrtsraK m M rgvas[v mrrw Elc_rox Fahy DENOTES PROPOgp Si01tM SEWER ... [orswrccrlw swu mrroN m uAx Nafs . iMMo4v nr05 9�N1 4 E4.v.rm /a6l f BE uSFD AS - Nl EIABD 9l5 M[ [D BE wM, rw KSIING TREE TINE v v v OF 15.5 FEET.) DENOTES WEDAND BUFFER mvwur wruw ovrc rwsmVcm[ rtarx.,m w,Mrs > oAx Ix sr aoaLsf. N oars (I¢r m sIl w roans w.N.a ruw Mart .1a ewuvo .r u[ wEs DENOTES E (MOM MIN. au BE agow[n. n w,z D¢r w rtArKAI alN� r s[mrn Nm Mama .+�� '+_4 vats m a RvwlD N r taroNAs WM xwr DENOTES APPROfpMATE 1REE s' IiEyOyAL Lyli$ . l�8 a[`9RGD ardy g DS' w P. Np QS' w OMA [AFA MGS - _ NOT FOR CONSTRUCTION D.c 09/17/04 sem[ 4 oT 11 I ". WestwoodP[OkUOrklS&W 4K. I y*eP'� fv= Pinehurst Preliminary 1599 N•9an Dne �"` �. Plowshares Development, LLC. craning, Drainage & Etln, a,.:K W TIN. oM. WM. .B "w ,,,a•„g,,,;,BA a�'- T65] I�kn Dri.B ww Erosion Control Plan rar ,A 42M Ch..h en• Minor 55317 Chnnhnx R M'.—. 021 , Westwow Prolessm d Se.wces. Inc. I1 IC -111 Annlrl(1AI .: f11V L_C.I luL /I IVIv a 4 FA IW-iw9.z9 14 WN-HoStw 6 J Legend I � • ALL STORM SEWER PIPE SHALL BE CUSS 3 UNLESS OTNERWSE NOTED. EXISTING PROPOSED • THE CONTRACTOR SHALL RECEIVE ME NECESSARY PERMITS FOR ALL WORK DUT9UE • 1HE CONTRACTOR SHALL CONTACT 'W R STATE ONE CALL' FOR SANITARY SEWER —4— SANITARY SEWER —4— OF ME PROPERTY UMITS, FOR UPUTY LOCATIONS PRIOR TO UWTY INSTALLARDN. 7A� WATER —I— ME AR FOREXA • SEE ARCH. RAN FOR EXACT BIDG. LOCATION. SEE SITE Phil FON UYWI OIYEN90H5- E S • UNLESS OTHERWSE NOTED. ALL MATERIALS. CONST. TECHWOVES ANO TESTING SHALL 'STANDARD HYD. W/VALW HYD. W/VALVE ENTRY LOCATIONS TO BE COORDINATED TINE ANOIITECi. CONFORM TO THE 1999 ED. OF ME UTILITIES SPECIFICARONS FOR WATER 1 8 STORY SEINER — GO — mrAta.336. .—_ MM.ImIrz OUTLOT�A w.Ho4zu 2 is v 6Y I • THE WATER SHALL BE NSTA WITH A MN. OF 7.5 FT OF COKR. RIE SEPTEMBER 5. 2000 INCLUDING W CURRENT ADDENDUM. ME CONTRACTOR SHALL BE I CONTRACTOR SHALL VE.RRY THE OILY AS -BUILT CONSTRUCTION PLANS TO CREDIT II j' l LOCATION AND MATERIAL TYPE. • ALL WATERMAIN PIPE TO BE PVL C-900 V 4 \ : Y NM•rY �rrrM•..rrrM �� W..u� 4r•�eWr�r,�•ar3Wr WOWo.r �� Wci•WVVYI1lAL'1V1111iI K1Y1lPi, PR'P31ed (OP 12 "'"; '' nnn/r/lA! Ia ',M r1VV(IIHIV VL_ f7L_IVf11J �rvtl /-VJIJIIVIY •ryr>^ W 17 I I ' 3 Development, LLC. La.. N>nA ws,s si w..,I sa-a»-s,s• r•cmmTaau I/ w-35 I =F=f ~ 1 �` �\ _34 WAN -,05).63 .ry-lmsn I� 09/22/M M..r ._41M Td1 D.r H CNWn1M¢m. A1VI1160M SSN 6 , s 5 �M24 I (( / rwlv-_� -t3 rr'Y • L�� %Or -A lrY ran/ /� \ A� 1 ` I1 IC -111 Annlrl(1AI .: f11V L_C.I luL /I IVIv a 4 FA IW-iw9.z9 14 WN-HoStw 6 v�mW.a 3 Legend I � • ALL STORM SEWER PIPE SHALL BE CUSS 3 UNLESS OTNERWSE NOTED. EXISTING PROPOSED • THE CONTRACTOR SHALL RECEIVE ME NECESSARY PERMITS FOR ALL WORK DUT9UE • 1HE CONTRACTOR SHALL CONTACT 'W R STATE ONE CALL' FOR SANITARY SEWER —4— SANITARY SEWER —4— OF ME PROPERTY UMITS, FOR UPUTY LOCATIONS PRIOR TO UWTY INSTALLARDN. WATER —I— WATER —I— ME AR FOREXA • SEE ARCH. RAN FOR EXACT BIDG. LOCATION. SEE SITE Phil FON UYWI OIYEN90H5- E S • UNLESS OTHERWSE NOTED. ALL MATERIALS. CONST. TECHWOVES ANO TESTING SHALL 'STANDARD HYD. W/VALW HYD. W/VALVE ENTRY LOCATIONS TO BE COORDINATED TINE ANOIITECi. CONFORM TO THE 1999 ED. OF ME UTILITIES SPECIFICARONS FOR WATER 1 8 STORY SEINER — GO — mrAta.336. .—_ MM.ImIrz OUTLOT�A r \r(1U w.Ho4zu 2 1 v 6Y I • THE WATER SHALL BE NSTA WITH A MN. OF 7.5 FT OF COKR. RIE SEPTEMBER 5. 2000 INCLUDING W CURRENT ADDENDUM. ME CONTRACTOR SHALL BE I CONTRACTOR SHALL VE.RRY THE OILY AS -BUILT CONSTRUCTION PLANS TO CREDIT RECURRED TO F(ILLOW ALL PROCEDURES AS WTUNED BY THE LOCAL AGENCY, l LOCATION AND MATERIAL TYPE. • ALL WATERMAIN PIPE TO BE PVL C-900 4 \ : Y NM•rY �rrrM•..rrrM �� W..u� 4r•�eWr�r,�•ar3Wr WOWo.r �� Wci•WVVYI1lAL'1V1111iI K1Y1lPi, PR'P31ed (OP 12 "'"; '' nnn/r/lA! � � ',M r1VV(IIHIV VL_ f7L_IVf11J �rvtl /-VJIJIIVIY •ryr>^ W 17 I I ' 3 Development, LLC. La.. N>nA ws,s si w..,I sa-a»-s,s• r•cmmTaau Nr-NorneN INV-lmzm �` � _34 WAN -,05).63 .ry-lmsn I� 09/22/M M..r ._41M Td1 D.r H CNWn1M¢m. A1VI1160M SSN 6 , 15 r , 5 �M24 I (( / rwlv-_� -t3 • L�� v�mW.a 3 Legend I � • ALL STORM SEWER PIPE SHALL BE CUSS 3 UNLESS OTNERWSE NOTED. EXISTING PROPOSED • THE CONTRACTOR SHALL RECEIVE ME NECESSARY PERMITS FOR ALL WORK DUT9UE • 1HE CONTRACTOR SHALL CONTACT 'W R STATE ONE CALL' FOR SANITARY SEWER —4— SANITARY SEWER —4— OF ME PROPERTY UMITS, FOR UPUTY LOCATIONS PRIOR TO UWTY INSTALLARDN. WATER —I— WATER —I— ME AR FOREXA • SEE ARCH. RAN FOR EXACT BIDG. LOCATION. SEE SITE Phil FON UYWI OIYEN90H5- E S • UNLESS OTHERWSE NOTED. ALL MATERIALS. CONST. TECHWOVES ANO TESTING SHALL 'STANDARD HYD. W/VALW HYD. W/VALVE ENTRY LOCATIONS TO BE COORDINATED TINE ANOIITECi. CONFORM TO THE 1999 ED. OF ME UTILITIES SPECIFICARONS FOR WATER 1 MAIN AND SERNCE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER STORY SEINER — GO — STORM SEWER — N — • VERIFY EVST NVERT LOG Q ELEV. PRIOR TO BEGINNING CONSTRUCRCN. OUTLOT�A r \r(1U 1 1 v 6Y I • THE WATER SHALL BE NSTA WITH A MN. OF 7.5 FT OF COKR. RIE SEPTEMBER 5. 2000 INCLUDING W CURRENT ADDENDUM. ME CONTRACTOR SHALL BE I CONTRACTOR SHALL VE.RRY THE OILY AS -BUILT CONSTRUCTION PLANS TO CREDIT RECURRED TO F(ILLOW ALL PROCEDURES AS WTUNED BY THE LOCAL AGENCY, l LOCATION AND MATERIAL TYPE. • ALL WATERMAIN PIPE TO BE PVL C-900 4 • ALL SANITARY MNNUNE AT 0,4S MINIMUM GRADE. NM•rY �rrrM•..rrrM �� W..u� 4r•�eWr�r,�•ar3Wr WOWo.r �� Wci•WVVYI1lAL'1V1111iI K1Y1lPi, PR'P31ed (OP I1R. "'"; '' nnn/r/lA! � � ',M r1VV(IIHIV VL_ f7L_IVf11J �rvtl /-VJIJIIVIY •ryr>^ W 3 I I Plhares ows Development, LLC. La.. N>nA ws,s si w..,I sa-a»-s,s• r•cmmTaau m 3W.•Ed ra 7 IWIb10.)J.95 rry-twsie 8 15' RfY r-I,YI r� f1L_n�• General Utility Notes Legend • ME CONTRACTOR SHALL VERIFY ALL FISTING CONDITIONS PRICK TO CONSTRI AND NOTIFY THE OWNER OF ANY DIFFERENCES • ALL STORM SEWER PIPE SHALL BE CUSS 3 UNLESS OTNERWSE NOTED. EXISTING PROPOSED • THE CONTRACTOR SHALL RECEIVE ME NECESSARY PERMITS FOR ALL WORK DUT9UE • 1HE CONTRACTOR SHALL CONTACT 'W R STATE ONE CALL' FOR SANITARY SEWER —4— SANITARY SEWER —4— OF ME PROPERTY UMITS, FOR UPUTY LOCATIONS PRIOR TO UWTY INSTALLARDN. WATER —I— WATER —I— ME AR FOREXA • SEE ARCH. RAN FOR EXACT BIDG. LOCATION. SEE SITE Phil FON UYWI OIYEN90H5- E S • UNLESS OTHERWSE NOTED. ALL MATERIALS. CONST. TECHWOVES ANO TESTING SHALL 'STANDARD HYD. W/VALW HYD. W/VALVE ENTRY LOCATIONS TO BE COORDINATED TINE ANOIITECi. CONFORM TO THE 1999 ED. OF ME UTILITIES SPECIFICARONS FOR WATER 1 MAIN AND SERNCE UNE INSTALLATION AND SANITARY SEWER AND STORM SEWER STORY SEINER — GO — STORM SEWER — N — • VERIFY EVST NVERT LOG Q ELEV. PRIOR TO BEGINNING CONSTRUCRCN. INSTA TION BY THE CITY ENGINEERING ASSOCIATION OF MINN," AND TO THE Iil.lO 0s STANDARD SPECRTCATION FOR HIGHWAY CONSTRUCTION- MINN. DEPT OF TRANS.. MN+IA3A • THE WATER SHALL BE NSTA WITH A MN. OF 7.5 FT OF COKR. RIE SEPTEMBER 5. 2000 INCLUDING W CURRENT ADDENDUM. ME CONTRACTOR SHALL BE CONTRACTOR SHALL VE.RRY THE OILY AS -BUILT CONSTRUCTION PLANS TO CREDIT RECURRED TO F(ILLOW ALL PROCEDURES AS WTUNED BY THE LOCAL AGENCY, /? LOCATION AND MATERIAL TYPE. • ALL WATERMAIN PIPE TO BE PVL C-900 4 • ALL SANITARY MNNUNE AT 0,4S MINIMUM GRADE. NM•rY �rrrM•..rrrM �� W..u� 4r•�eWr�r,�•ar3Wr WOWo.r �� Wci•WVVYI1lAL'1V1111iI K1Y1lPi, PR'P31ed (OP I1R. "'"; '' "'""W'""`" ',M 5 •ryr>^ W 3 I I Plhares ows Development, LLC. La.. N>nA ws,s si w..,I sa-a»-s,s• r•cmmTaau m 3W.•Ed ra �` 1851 tate Dri.e Wu' Shite SW I� 09/22/M M..r ._41M Td1 D.r H CNWn1M¢m. A1VI1160M SSN 2 f I IB Hp s Dupe Eiggmq GOPHER STATE ONE CALL Twn City Aeo 651-451-0002 W. Td Free 1-800-252-1166 c' I FL _ I —is M 15 I WET UP MRIN, lY NITER MAW, -t r 6V.(l )P II VVL)/ \IVVC_ ® Ilr-I/a r^ i�ln N I f1L_IVf7/.� nV JI I 60' 12W le, NOT FOR CONSTRUCTION aee 09/17/64 5 OF 11 Pinehurst Preliminary Utility Plan 3 \ r —6 1031 1 9� `Ij Iil.lO 0s MN+IA3A \ /? rsoj 4 6 5 3 II VVL)/ \IVVC_ ® Ilr-I/a r^ i�ln N I f1L_IVf7/.� nV JI I 60' 12W le, NOT FOR CONSTRUCTION aee 09/17/64 5 OF 11 Pinehurst Preliminary Utility Plan .20°a+WeBbWE P,WeapM Sarsfc®. Ne_ —_OrJ4 _ con sa xays eefwa Q59^4 _. n zr-I v enol-f-l�n l �� GOPHER STATE ONE CALL 104 --.i ,:.IrD v L.l r'1VVIIIV2N W Toe F . 1 -MI -252 11" -10 / J to%'� '�� \ J # >r # y' ) FA / Yexa� Ir �a t L . � •g C _ /� # #�� tg SF - O _ �i _ A--- ``/ �r ryO'•l \ / ) WP r y N' I / 21W x A- Q, -3 Is CJ ro to ay s Cd it $E _ r � ` � # � • � � 5 —1050 r 2 � i � % I� rob\\� \ \ \•y\ \ — .&i1aY _ ,ea rte__. - _ \ - 4 _ -/g - / �' 1 /j. Plant List mn 1026'x_ Cid 0 2- # i I Planting Notes mpB orc. mrw/Bpswcu xarc ss ,N Sn9m xwle/.,.w +¢d,va 2.5 BB w W i pMr mn ¢ n�rwa' m In ,cr.v xMm nr M'^r me Shrub Det" aeu U .Wlunn Bq,e xepre/I.tv +'YlbyeG" 25 BB e s p,rri ,rirreMrxglxe M rm ` m9 pl¢ plant �m rme n vePer le fep mC a.le .v61w pu 11 fwWM ap IKIem,1/41ee1wT - Nes q. ,u.mv '9Fme' 2.5 BB Iv+ a m, Fv grvafw ,vv^v.N Yw µntn9 and p trs, aryl my vo Pm+..g .i e, nerr.e v.0 a Awry me +wslrufm M+ Cm .wMelw "n rw mmNov vw Pa l0 POMme ,sn/,eaea r9e mr9eY/ LS" BB +ro pe W¢..er f e. xoom mcr r P upwe ra e.r a mr Imnw •vn Plmr mere.nls u.N rl.e w.•r rmd.ea v rwn a we.asw p�nrµYgr o Yermv,' 25 BB o-Wa,n ma/er 5,¢,nm qw Tyl a Oar x ..gelm +m SJIU U S.mnp xlriw OrI/Wv " m¢ x 2.5 BB Bx dla•p ,(v�mei a D......a .or ro.y ..iv�v Cwlr¢rw. er _ - MU .J Pw W/Mm M.e 25' 6B Nrpmu mrw ` Yee ry nope �. mk, v .......... e �n sE ,o °� w. liraer/lio rnmm'Gwny.l 25' BB u pm¢ aw:¢ Yarn bwvrie, :r¢m.ra, ..srixm.ei eon ,cn.a' ym1ee a wl.ma xein y�vr J cv.r aees'S^Ma nrvvr¢ 1.. :.rwnml:m eNrr rrr. =r:_ s 1y flm/wxx+ vpplm 'p.mliv' z s Be C. , m oma. mw m wlemdxe mw. o e ¢,wr p .m. mr .r w een Nm xJ pm. rw+<a a nn..m ,Pa/,¢e m ,+o>ee m m, .rmer ee.xme wrm wpm,r r. we p. mrww r ry emrv¢m.. ,z 4ml' rq+ $pr•a �ur� 91mrm mrmr. 9'-ro Be °'w'u p mpr Y.v'nv. creme n wan.. sr.0 (.Ns2 w r-,B9o) ..v...rr+ w, u. v.e true v¢ns e.e¢ d m..ege re Paw rr v^ mm ry —.1-1 er .0 wn re w.v "'I ' =•r 13 0.nm,Pm Pm/P" a pngw B'-10 BB Wy prvrn N Mop Poe / PTua errcpua B_� Rmra le ee nnd40 m M +rmvrG 9 I¢ree, ee eas wP vry n .aweslw or Ina +maume ,uul¢r er Ne ,masswe fmP¢vw we i MNe CaEv/TwP ne;Oer,Rd } Y+r� Irn mnrun� li pm. prm,ry W m ne¢ w.a 6 In x $em �Yeppwil pnrP awFlPrn a Brc,ePfa¢fp¢ m1a.w m.,Yxeefr.Nrossae..prrmm .eem ern w swmewn It rm ed «% — P., m e 9 IWuImole¢erw.mwnkWmn, me og Pr Evergreen Tree Detail Tree Detail ¢os; d 'I r.rn rrrw.av.-r. . <. its „ ,enim .n/ivu . nieSP 2. PPr • n n, m <P 312 amnee Pdn.xe. n Cmf zra vm r r m Srwe a pre OoY�rMeme¢mn 'srmp o. o -P' ry W dy: •We.fn.. rr wwe dr. re ,Pe Bz ma.wre em.ne.w/B.aea.p'ema.rx.m W m xPmw-wYw 1..w - fwrr rW .y rrrm. Pwnn Yr a, r. 62 Ru,am Sge/Pver„u Yupe� a2 rt OP. 5eq.m/Seym e9le� rpm tW er µrlw m N mmvae rvmw M e. pmrr d,.rc Vrr ve ba mr pw1 Pe1v ,B 4.IPnin b $w.m/$eym e.lumn YY P Ivr ..m p n W .aa,vr - pv almmrC r W¢1e, mC le <m¢r pew Crxny r�.r pmn Mf m mrrepPWr pmrw Wvr m:+v w w. wwnr Ixv-n .ervd+.I ruee,rrl ever v+r. .mw v -,�, w .M1- .1 rpni -drpw re remora fm one aP v �w qe Lwe, el - - ` Np1L WYrnl[S CN h,N yA[p5[R t61 WNrn1E5 w IrE fKxl Cf n prSCMPNICr. ry M¢ yr p.,mw bp.me M rN+n ym p .re >one a rrm ..rnn rvr va �- � ry ter` e�y(.: ,vyb1 v®) frW Iron rw Ppri, n c - -try m¢ p (w mrmf rgsn was � m¢r Jr -d `t roan rm me +s..xs ,. em•g .rte wren. rwn re rwrp ¢ g rd q® mm na nen .ew ems. fees 2 er ar,m,e IreY.Pm n mn, oyee.e (e 9 m, ee�rpmp Y xwm w wpolae w¢m1,e m N,w„m.n.em --_ "` N w[f ppre SRn -Te CJ' (65f-a5,-rpp2 v !W-Ifz-frEbj p wWrpe Pf m r e+vvne Przru � rr r r r,r r+M1 r r pr r rwrr w r�m w+N� esteood ProfeyoM CC. Westwood�rrr...vr S. Inc.Plowshares RC sw2rr, fiw— ow ]599prym Poe Development, LLC. umwmx. ser 1594 �:n N Ver �w s 1851 Ieke Drive Weet, Suite 550 Par¢.�m-axr-case anssaan+uzz 09/22109 ,i sY {Rii waw �r w9a.r CAevluaxn, Minnvola SAV Pinehurst 60' 120' ,e( [-11 2 W er[d,Pl Pr)l OwG °e1e 09/17/04 Byer 6 DP 11 Preliminary Landscape Plan o21%l4'A'esteae6 Rmessiona sa ec lac Call 48 Hours before dgn 9g: 4 _ :\ E .. . \ T _tY ,-:nrvCE-r ANGE T USED s i _ _ Y• AS � _ i i� _ \ J 110 _ 1, f t a `\ \ a i Dia 1 i i i a i_ s / \ s' s i F fi i tt eeeFFF , l i //J': I ; /// ai�a � � � r _ °oy r D N ,j�• j i� Q•' • ac 1 ; r J to as ) � i . \ % lI / \ ; J �:j - -"�.i ,' • � � / _. % 5i __ - a -.» o h !) , ji qq �. o \ �-•�`• �-- � .. •�� 6 - _ i a:. 103 B a � r �r o- ' .\-�\. \ \ \�p� / �..,%J ��• 1026 ✓ \\ \ OSO. _ i ib ^ Jyr %-_�'i�� >;, `(Soot,\ \\\. `I��032 \`��. 47Q� ✓ i � , r a ' / lis -if`T c� 1026 - 2 i� � ,Q _�_ it I$ \.� \� \ �ti0q�,p! S •`�• : l "1I1 /t� - _ ? ) % Ovn.,irA/ .. nCi /- --�� 'i. r `�� ='� — / u>r'l�n. ✓m.'c. f-. /\, i rr-ri>r r�rt-t f reli. TREE PRESERVATION / LANDSCAPE CALCULATIONS LEGEM Total Site Area 27.46 Ac (Alter Rerovng WeOmE Areas) �Existey Tree Canopy 2uselne Canopy Cover 1.92 Ac (61.95) �Icfacse6 Tree Cori,, Campy Cover Alter GraEio9 6.95 Ac. i Existing Coniferous Tree (6' W > o6n) Reguie6 Artwunt of CW:opy (465) 1264 Ac a Existing fittlCuws free (6" W > E66) Aooilb of Coe0PY Cover ReguveC 3.69 Aa s 1-2 - 4,43 Ac. (192.970 S.C) LanEscape Trees Reguie6 1929]0/1.069= 177 Trees See attaMea free Mensuration Packet for mrei u-' fian colculafions and edmolual free inlWmaflon. - 60' 120 160 NOT FOR CONSTRUCTION C_13 I0041064TFli] DW a� 09/17/04 saes 7 o 11 I ". ...� �r....e W.�r. WestwoodP)ofessia)alServicesInc. •'+„ �. I `r"e I r �e� far, Pinehurst Preliminary >,��-name �-—� Plowshares Development, LLC. Tree Preservation Plan w .,,1 enm.n>-ssse >.e ssz-ss>-sszz �� ' 1651 Juke Drive West, Suite 550 wr 69/O/64 zz� eA. 4920 d mr vea OlAn Ael MsnmdA 55= ch—r kn, Sfinnerora a]W4, WestwooE Profexnend $mwcez, Inc. ap =Z-1054 _ I oGOPHER before ONES CALL 'TI• / r --- --- _` — — — — — � R ¢ bm - - _ '°9' - c: .J>r` -- ^ f f ! 1 .r ! \ n n 1 un"Td` G n� 6�-u2--111 6 �, n nnlTl 'I l 1048 iti4 � ; - - _ ' ` rm - ? _ ;� • �r7� v L Lim! ! L-1 L,1 w a PRDTEC/21 �.r 1 �"�`` .. �, .,,. 'k� — ,— LEG'EmD �Ei xGng free CanoPY _�/ / `+ \ \ �/ �� I a ' ,a r ,. -..P r� ` �mw•,' A ,,. ss Y >' ' (' _+^d,4 Yrm �.„,, I .'� 1�(`] ,•.f^',�J• • \ �^++^^Prepo Tree Canopy —10 coniferous ® – / / i� r. , �,w „ .v • a m.rc 8°1 + -~ I•n I 6\ IFseP• '°m'Iry I ice. a Existing conis Tree (6' > n) 5• i n• �e m n 0 Existing O.eW ue Tree (6" o, > oen) 9n CI ! //f , ^•�� m G y�.,'�'r 1R`°" `` �\ �, �i� esu �{ _ – -- ' / // (.,/,/!O ' ^' o'�� i� "" po an . '„ try ,.,\,�,,, 4 •r•�r? wn' fi r I :o , 1 i' f BT,l '�N3 1 % /r / I I I ~� �,,t, —� IDu w a�� m • a 1 . r w( n°ro I 1 �' _ <14 ! / r f ti — „ • ..yy�� to r (( { 15,469 sf ��,�,yy.. ''.1 ao5a I I ! /! ,--• ', ru'o�s v'r o \ \' `/ �� a640.� "', •' 4n,,. 1 ll � vZ' s" mn . 19.8)6 sM \I �" /ft f0 '.�"° `�;. ' �'tA'�f /t j I- – • `w _ 1 �o L i''t lo�`% !! ��\ `I ye.'wµ•r_ 'a ,xY�,ss"� °\a.n. (I I O ; t f �] m. �>. �`• Sys `i f ` f 1 ry, m'° �•4�y,� �_ i rte''„yys \ n�i D 1- —1050 08 ws . \ I v v � 10 � vvvvv1IIIIIVV ' V � •� V �;_�,A � � ,c 1 1 �1 1 v ♦ 6,fi 00 ;fol _ b 1 Westwood Professional Services, Inc. �•”- > • ; �u'�m' rs»rny+n o,t. �wR. W sw Oran r IYns Fwa.�ss-a+s,sv racssz-s»sur M/VNE eere N\ 1pu ' 1" `6, l �� elf. '�'�'>,4 ��!.� enrm �c� J -T11 o o /N FOR CONSTRUCTION 0.2 09/17/04 se.,c 8 of 11 ure.eaM ftp..d fee Pinehurst Preliminary Tree I � O I Plowshares Development, LLC. Preservation Plan las, I e a ,e we.e, soap, sso (West Side) �' a,.nn�en, 14snm. n. ssm elmtl�,en, F.unne�t. e2W Y,esinoaG Profeas+anal Se Ilo, Call b Hours before Gigging: `� Q �" GOPHER STATE ONE CALL _ O °t �� li City Oreo 651-s5a-0002 _ Mr,. TW Gree 1-III34) 2-1106 1 v. or :" j n �'>.. ,n Wer Pi'n'es lor q:, n �.,s- $C°n W. \ \ � 1� `�. ,'�„z z• zn, � mv'eru $°.nn w'• �'i,e �.` m°°r'.0\`tt .aI4,Ci 1 � Wo if r LEGEND of _ c• y E I Coniferous i 6 or >Go w y s. ^*/��Eusl ng free Canopy .-.... , I , 3 ,u � u n y �'Ys4MapozM oTre erau�ove J ti - z lJ` a 0 _.. / 90J _Sa.P y \ , Eeal:,g oeaiaxan. Tree (s' or > Gen) 'V .. or--- nmp me n -c liver Vs ' n • u J y1�v I [[�� 0✓ _ v m � 0 yya a 0 P p( —1050 !,.. . �_ -�_ i• a ory - .� � :• '/p� i rre � 1034 �» ' — �� 4 : a aosn `h;. L, 1P2 6 , _.. A ! .n ,3 _ `�-/ FOS•,.:`,. •• _�. \ \ ,. �... �o�_ rY .C.. _ �C� �-"------- //�±'a_,' �C�] 1 jti;y yao,S,l•- p v� n _ \ ' ♦0�'1 V V ` •J0� O —/ / `lXie. I v `P_1W,11�C I i axT r rw a,oar/ ` Y.�R m_ �� -\ - �• — i� l� t , ]M re Wo. eero' • • m1 x• � u , n _ / — \ m, �O�O / `� 020— '1' • 0 ,9YD-'_ ' .t_ �. n p �. v 'f . , w I�Orole f ON ON 0-11 as roc.ron,, 09/17/04 � v o 11 I !3hS9n9MRaar9!rW, D,5i5e34 I�—r�in,.�.., ly�_-�•�-�^- I "" I a—�.�a -. a�0,.-t I pre ' for sarn, Pinehurst Preliminary Tree Plowshares Development, LLC. Preservation Plan 1851 iaE,als (East Side)M,s,ae.tiSreel a�� ,y antMinoo[a SSA17 ChaNSi¢o,k"WestWuodPdessaServes.krc. ""e:�:"I'- wesl.00a PmlessDl+d se.,, I,1 AND HAT FALLS POST /o r' 6'-0' MAX SPACING WTNOJY ii.RECOMMENDED !�TOSTEEL OR PENDING EES E„ �'� air xA 4'K6- TRENCH BACMCL TYPICAL LOCAL STREET SECTION (28' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS N EXACT SIDEWALK LOCATION 0. OL L 251TOW i YJ ROY EASEMENT zm STP, D O 1-1/ - . . LME.151XE8 REAM WIH HOOT WC 2351 W. TAV1' (CAT r - .11. LW WmYB BAS: (YWRE Ir - 6.A5 s �E BASO 1. W9B 52)E X .1 ]1.20 Yl[a IANUM BOWOM CRPMRS 9BIRAo[ TYPICAL LOCAL STREET SECTION (MANCHESTER DRIVE, 31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS A: EXACT 9DEWALK LOCATION R Q W ROM SIF F RX 1 IO RULOPE NA¢ f unun EASEMENT zgE 9DPE E z� SLOPE 2 DE W ... .._ ...... T -1/r -AFOOT . 1YE]sO1® EM CAME MOOT 941 .1 WOryxWS T.Ap; FONT I- - IAUeT 2ffi LWUS¢THB BAE 191HH Tr - OAS s A0,X.. BASE. NWX OR9m 510E 21 OpJT 9N2B SPIEL'. BOROM ... aewAOE R CHANAQ • uWTY _rye EASEMENT S,cNE Am O O e MOM MvalE UW ES EL W.E TO IF INSTALLED W RE ROW N S,E cA4s DME m WFANNNc MNL REBFRK:FICNs. i \S - NOTE: WOOp p( yETK STAKE ROTTEN CE FABRIC 6 f -N• 9MIER N TRENCH AS IT 6 WEN N5IALLED AS R. CONCRETE WALKWAY IiCAE1RIC NEW 1. IHSKCL AHO IE➢Nfl FENCE AFTER EACH NOTE: TYPICAL TREATMENT SLOPE $ll'M EIFNT AMB RFYO4E SE.DIYENT FMEN I. YCPE SMRFId£ STALL BE FREE W ROCXi WE NECESSARY. NOTE SHALL NAYS 0.'OD SOL CONTACT gNB(ET$ $FLILENT RIFR RU.]! CM51R11C1gN ENTRANCE SNQRO RF REIKORCE�N 2 RENOIED SO MMERT 9Tµ1 BE BEMSMB STARE TO YAR T. DIRECT CONTACT WTH M SOL. OD NOT STRETOI A IINYIIY NEIGHT OF LB' ANI) CCNTAx NAIROBI SEE s0PES OF A:1. REO( EpISTRUE'110N TO AH AREA THAT IL NOT CCNTRIBVTE SEDIMENT CFE-9TE O CAN BE PERMNNENMY STABILIZED. SST iE110E ENTRANCE 3 SET PENCE SHALL BE PL O CN SLOPE CONTCWs TO YAMUZ& MNCMC EFFOFACF i TYPICAL LOCAL STREET SECTION (28' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS N EXACT SIDEWALK LOCATION 0. OL L 251TOW i YJ ROY EASEMENT zm STP, D O 1-1/ - . . LME.151XE8 REAM WIH HOOT WC 2351 W. TAV1' (CAT r - .11. LW WmYB BAS: (YWRE Ir - 6.A5 s �E BASO 1. W9B 52)E X .1 ]1.20 Yl[a IANUM BOWOM CRPMRS 9BIRAo[ TYPICAL LOCAL STREET SECTION (MANCHESTER DRIVE, 31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS A: EXACT 9DEWALK LOCATION R Q W ROM SIF F RX 1 IO RULOPE NA¢ f unun EASEMENT zgE 9DPE E z� SLOPE 2 DE W ... .._ ...... T -1/r -AFOOT . 1YE]sO1® EM CAME MOOT 941 .1 WOryxWS T.Ap; FONT I- - IAUeT 2ffi LWUS¢THB BAE 191HH Tr - OAS s A0,X.. BASE. NWX OR9m 510E 21 OpJT 9N2B SPIEL'. BOROM ... aewAOE R CHANAQ • uWTY _rye EASEMENT S,cNE Am O O e MOM MvalE UW ES EL W.E TO IF INSTALLED W RE ROW N S,E cA4s DME m WFANNNc MNL REBFRK:FICNs. i \S - NOTE: WOOp p( yETK STAKE ROTTEN CE FABRIC 6 f -N• 9MIER N TRENCH AS IT 6 WEN N5IALLED AS R. CONCRETE WALKWAY POST MAY BE MEED TO E SIDE. i - L�m CTN FL STREET PM1REE LOT BEnO1MNO TYPICAL PRIVATE DRIVE SECTION (20' BACK TO BACK) nE� r: Ml5 RF SA BRCARS Rf NW <T I mF vNEz CD11 48 NODrs Eefwe digging: GOPHER STATE ONE CALL .ATSI& ETS ASTAU ,D RE WRTCAR11CA 1Y WWx4OPE _ 7 W11A IiCAE1RIC NEW FILTER FABRIC V NOTE: TYPICAL TREATMENT SLOPE I. YCPE SMRFId£ STALL BE FREE W ROCXi WE CLOGS SPECKS ARE CRASS. MA6/T31NIXErs SHALL NAYS 0.'OD SOL CONTACT gNB(ET$ $FLILENT RIFR 2. LAY RNRETS LOOSELY MD STAKE CR REIKORCE�N STARE TO YAR T. DIRECT CONTACT WTH M SOL. OD NOT STRETOI WFj•TNLATIOI SET FENCE- ... FEW DISTANCE BETMEER IPOSLS i 6 !. AN VMTRMAL FE1FA FA POST MAY BE MEED TO E SIDE. i - L�m CTN FL STREET PM1REE LOT BEnO1MNO TYPICAL PRIVATE DRIVE SECTION (20' BACK TO BACK) nE� r: Ml5 RF SA BRCARS Rf NW <T I mF vNEz CD11 48 NODrs Eefwe digging: GOPHER STATE ONE CALL .ATSI& ETS ASTAU ,D RE WRTCAR11CA 1Y WWx4OPE _ 7 W11A La' WOO' SPEC . LME35n1(IB EAR (NR3 DET s x.152 OTIIYWOK TACK CWI MOOT SPEC xm LMH YSSp]OB BASE UKMSi MADE, SEC III, CLASS S. 1.. sM ACT]Su¢ BAY NOT FOR CONSTRUCTION ' 1MOOT SPEC 3,AA2A SOFCF peAxyµ BpeIOW PA,RX 9L(N.AN 113 xoE<+oBrorvoP vMc OMc 09/17/04 S6ac 10 OF 11 I ".�_ Preliminary Westwood PrufesvoJSerxes kE I .,-,�W I W- I I �' E . Pinehurst A+My ,�% 7 o�.A m Plowshares DeveloARMpment, LLC. trading Details IAA, MIIOie Iden Hai.MNS1 QIf15WdtE �� TRsI [ANY D,i. WT ' SER¢ SW Nq.. sst-sst-ssv Fac sst-sst.vza � 09/O/M IRA dSi ��,MAr ChanhMM,— Min,+mh S EIMNAREW,, Mmmofo IiCAE1RIC NEW FILTER FABRIC V NOTE: TYPICAL TREATMENT SLOPE I. YCPE SMRFId£ STALL BE FREE W ROCXi WE CLOGS SPECKS ARE CRASS. MA6/T31NIXErs SHALL NAYS 0.'OD SOL CONTACT gNB(ET$ $FLILENT RIFR 2. LAY RNRETS LOOSELY MD STAKE CR REIKORCE�N STARE TO YAR T. DIRECT CONTACT WTH M SOL. OD NOT STRETOI WFj•TNLATIOI La' WOO' SPEC . LME35n1(IB EAR (NR3 DET s x.152 OTIIYWOK TACK CWI MOOT SPEC xm LMH YSSp]OB BASE UKMSi MADE, SEC III, CLASS S. 1.. sM ACT]Su¢ BAY NOT FOR CONSTRUCTION ' 1MOOT SPEC 3,AA2A SOFCF peAxyµ BpeIOW PA,RX 9L(N.AN 113 xoE<+oBrorvoP vMc OMc 09/17/04 S6ac 10 OF 11 I ".�_ Preliminary Westwood PrufesvoJSerxes kE I .,-,�W I W- I I �' E . Pinehurst A+My ,�% 7 o�.A m Plowshares DeveloARMpment, LLC. trading Details IAA, MIIOie Iden Hai.MNS1 QIf15WdtE �� TRsI [ANY D,i. WT ' SER¢ SW Nq.. sst-sst-ssv Fac sst-sst.vza � 09/O/M IRA dSi ��,MAr ChanhMM,— Min,+mh S EIMNAREW,, Mmmofo zWa wesleaoe Prof ssipnol services, Inc. STREET B Westwood Pr*ssioral Services, Inc. �* � mm n,:e, u1553u [Ni ysyr6 Pa Ne•v.su-a3).s�fs Tac fuall-svS qY 09/O/W ta, rIa 1089 STREET C ♦Vz r q• Plowshares Development, LLC. 1851 lake Dave West, Suite S.Ai C anha , MI i—ta 5= Cdl 48 Hours Delare eyging� GOPHER STATE ONE CALL Twin City Arm 651-454-0002 n. Teti Free 1-800-252-1166 STREET D NOT FOR CONSTRUCTION Pinehurst o loo' 260 _ -301 r-11 2 W41C64DCD01 DWC 17� 09/17/04 sgw.c 11 of 11 Preliminary Street Profiles Iy .. MI - • • -11111111n= =-t - - � /-,. —��a•. ___+__eek own- prodo I moo\ IX I' I �. . I i .. 1018 /" Plant (Bntire CODE QTY. COMMON/BOTANICAL NAME SIZE SM 24 Sugar Maple/Acer saccharum 2.5" BB ABM 20 Autumn Blaze Maple/Acer x 'Jeffersred' 2.5" BB SHL 19 Skyline Honeylocust/Gleditsia triocanthos var. inermis 'Skycole' 2.5" 88 FGA 19 Fallgold Ash/Fraxinus nigra 'Faligold' 2.5" BB PA 18 Patmore Ash/Fraxinus pennsylvannica 'Patmore' 2.5" BB SWO 5 Swamp White Oak/Quercus bicolor 2.5" BB RO 6 Red Oak/Quercus rubra 2.5" BB FE 11 Frontier Elm/Ulmus parvifolia 'Frontier' 2.5" BB BHS 31 Black Hills Spruce/Picea glauca densata 6' BB BHS -2 7 Black Hills Spruce/Picea glauca densata 12' BB PP 29 Ponderosa Pine/Pinus ponderosa 6' BB WP 31 White Pine / Pinus strobus 6' BB RP 26 Red Pine/Pinus resinosa by, the following standards: All plants shall be free from disease, pests• wounds, scars, etc. 6' BB RP -2 10 Red Pine/Pinus resinosa possible. 12'68 PC 3 Prairiefire Crabapple/Molus x "Prairiefire' 1.5" 88 HJ 7 Hughes Juniper / Juniperus horizontalis 'Hughes' #5 Cont. FG 15 Flame Grass / Miscanthus sinensis 'Purpurascens #3 Cont. SDO 44 Stella De Oro Daylily/Hemerocalis 'Stella De Oro' #1 Cont. GC 7 Goidsturm Coneflower/Rudbeckia 'Goldsturm' #1 Cont. FGS 207 Fire Glow Sedum/Sedum 'Fireglow' 6 Cell Pk. NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. I hereby cert fy dirt this plan wee prepared by me m enter my Revl/IOlm . Westwood Professional Services, Inc. eCoHr-rBPC-rvwuu-dw-tAhe&owel� theedrdy 7599 Anagram Drive 1 i►.�_ Eden Prairie, MN 55344/^•� Daren K Iaberee Phone; 952-937-5150 Fax: 952-937-5822 Dow 02/21/05 Lionse No. e32M r>> V\ L_ \li 1LJV� �lJ/ V I 0 i ,Z J i 1 2 P1 ami DIM.Prepared for. DU. Plowshares Development, LLC. Drax DMf 1851 Lake Drive Went, Suite 550 Remd Dn�bby/"te: Chanhassen, Minnesota 55317 -l- 3 4HS 7070 CITY OF CHANHASSEN RECEUVIEDD FES 2 2 2005 ENGINEERING DEPT. Pinehurst Chanha88e11, Minnesota / 01 PA M' S 0' 60' 120' 180' C-13 20041064PLFOI.DWG Date: 2/21/05 sheet 1 of 2 Landscape Plan ,,., D .. / o 3 P ,� � a � I 3 WP _ Planting Notes Contractor shall provide one year guarantee of all plant materials. The guarantee begins on the date of the All shrub planting beds (within sodded areas) shall have weed barrier fabric, 4" of shredded hardwood bark mulch and Valley—View Landscape Architect's or Owners written acceptance of the initial planting. Replacement. plant materials shall also Black Diamond (or equal) poly edging. The edging shall be placed with smooth curves and at least 3' from the centers of evergreen have a one year guarantee commencing upon planting. trees. Utilize curbs and sidewalks for edging where possible. Mulch to match existing conditions (Where Applicable). All plants to be specimen grade, Minnesota—grown and/or hardy. Specimen grade shall adhere to, but is not limited All perennial beds and ornamental grass beds shall have weed barrier fabric, 2" of shredded hardwood bark mulch and Valley—View by, the following standards: All plants shall be free from disease, pests• wounds, scars, etc. Black Diamond (or equal) poly edging. The edging shall be placed with smooth curves. Utilize curbs and sidewalks for edging where All plants shall be free from noticeable gaps, holes, or deformities. possible. All plants shall be free from broken or dead branches. All plants shall have heavy, healthy branching and leafing. Shredded hardwood bark mulch 4" deep shall be provided in all planting beds adjacent to sidewalks and driveways. Coniferous trees shall have an established main leader and a height to width ratio of no less than 5:3. Contractor shall contact Gopher State "One Call" (651-454-0002 or 800-252-1166) to verify locations of all underground utilities. Plants to meet American Standard for Nursery Stock (ANSIZ 60.1-1990) requirements for size and type specified. Actual location of plant material is subject to field and site conditions. Plants to be installed as per standard ANSI planting practices. No planting will be installed until all grading and construction has been completed in the immediate area. Use minimum 12" loam planting soil on trees and 6" on shrubs (sides and bottom of hole). Contractor shall provide necessary watering of plant materials until the plant is fully established or irrigation system is operational. Backfill soil to be existing top soil from site free of roots, rocks larger then one inch, subsoil debris, and large weeds. Owner will not provide water for Contractor. Contractor shall verify locations with all utilities prior to installation of plants. Provide irrigation to all planted areas on site. Irrigation will be design/build by Landscape Contractor. All information about installation and scheduling can be obtained from General Contractor. Staking of trees optional; reposition if not plumb after one year. Repair, replace, or provide sod/seed as required for any roadway boulevard areas adjacent to the site disturbed during construction. Wrap all smooth—barked trees — fasten top and bottom. Remove by April 1. Repair all damage to property from planting operations at no cost to owner. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. No plant material substitutions will be accepted unless approval is requested of the Landscape Architect by the Landscape Contractor Prune plants as necessary — per standard nursery practice and to correct poor branching. prior to submission of the bid and/or quotation. Plants shall be immediately planted upon arrival at site. Properly heel—in materials if necessary, temporary only. All disturbed areas to be sodded unless otherwise noted: sod to be standard Minnesota grown and hardy bluegrass mix. All sod areas shall be prepared with 4" of topsoil and raked to remove debris and ensure drainage. Slopes of 3:1 or greater shall be staked. Four inches of shredded hardwood bark mulch shall be used around all trees within turf areas. ami DIM.Prepared for. DU. Plowshares Development, LLC. Drax DMf 1851 Lake Drive Went, Suite 550 Remd Dn�bby/"te: Chanhassen, Minnesota 55317 -l- 3 4HS 7070 CITY OF CHANHASSEN RECEUVIEDD FES 2 2 2005 ENGINEERING DEPT. Pinehurst Chanha88e11, Minnesota / 01 PA M' S 0' 60' 120' 180' C-13 20041064PLFOI.DWG Date: 2/21/05 sheet 1 of 2 Landscape Plan ,,., D V' 0 O (U .1 m 2004 Westwood Professional Services, Inc. Shrub Detail Tree Detail 3 container, set soil mass on :ted soil mound matching shrubs groundline with finished site grade sting beds shall receive 4' of :d mulch and weed barrier fabric 11 planting beds with specified where adjacent to lawn areas sides and bottom of hole plant pit with specified backfill soil Evergreen Tree Detail out misdirected branches adders Intact and staking is optional N stakes 5' above ground (max.) or to first branch. m of stake 3' (min.) below ground 1g posts to be 2'X2' stained wood or painted delineator posts. 3 poste equidistant around and Outside root ball. 'e tree to posts with 16" long polypropylene or thylene, 40 mil, 1 1/2' wide strap. wrapping is called for. wrap from line upward to first branches 4' depth of specified mulch over 3it5 — do not pile against trunk plant pit with specified backfill soil sides and bottom of hole Lo American Standard for Nursery Stock limum ball size. 3" deep watering basin ,.o..,.ot ball on undisturbed subsoil or compacted soil mound matching trees natural groundline with finished site grade out misdirected branches leaders Intact and staking is optional: of stakes 5' above ground (max.) or to first branch. am of stake 3' (min.) below ground Ing posts to be 2'X2' stained wood or painted delineator pasta. 3 3 posts equidistant around and outside root ball. re tree to poets with 16' long polypropylene or rthNene, 40 mill, 1 1/2' wide strap. wrapping is called for. wrap from lllne upward to first branches 4' depth of specified mulch over pits — do not pile against trunk I plant pit with specified backfill soil r aides and bottom of hale to American Standard for Nursery Stock nimum ball size. 3" deep watering basin __..got ball on undisturbed subsoil or compacted soil mound matching trees natural groundline with finished site grade Entry Monument Plan scale: r = toe Planted Cul De Sao Plan scale r = v b IN I hereby certify that this plan wits Prepared by me ar lender my . direct supervinton and that I am • duly licensed LANDSCAIT R8°�0mc Die& via Prepared for. Westwood Professional Services, Inc. A8 undv tits Is" ofthe �. of Dd,nneeate. Plowshares Development, LLC. 7599 Anagram DriveMilli 4.DML Eden Prairie, MN 55344 D en "bete =S. DML N% Lake Drive west, Suite 550 Phone: 952-937-5150 Fax: 952-937-5822 oto: 02/22/05 Lion= Na 43233 Re=d gjn l by/dabe: Chanhassen, Minnesota 55317 Pinehurst Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 Date: 2/21/05 C-13 20041064PLF02.DWG Sheet: 2 OF 2 Landscape Plan Details Co. v 0 0 N 0 'IV m ■ UatB WC4LlBN0. -- - • • • c -,pl, -'E[J u V) V) U f CL co 7+ 0 C O 0 Cu 0 Q) 3 a 0 d F- dD 0 v 0 O N m 3 <Y C> O_ V O O N n N 0 0 N 0 a, 3 a x N N / Z W a - LJ / c� 0 UJ W 0 0 m / V) U W 0 Of a_ 0 z a 02005 Westwood Professional Services, Inc. for ucti Sanitary Sewer, Water Main, Storm Sewer and Streets for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Development, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: . Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 Project number: 20041064.00 Contact: Chris Moehrl, PE Vicinity Map �'�"��OY ST. 1L 33. HILL w W. 65th ST. x, 22. Z3. CRESTVIEW D CRESTVIE q CIR. ti LAKE L UCY ROAD LAKE L UCY (Not to Scale) NO. DATE REVISION SHEETS CITY�H ANHASSEN FFR 2 2 2005 ENGINEF-B1NG DEPT, Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for Pinehurst Chanhassen, Minnesota Date: 02/21/05 Sheet: 1 of 14 E-15 20041 Pw INDEX SHEET NO. DESCRIPTION 1 COVER 2 DETAILS 3 DETAILS 4 DETAILS AND TYPICAL STREET SECTIONS 5 OVERALL PLAN 6 SANITARY SEWER & WATER MAIN — PINEHURST DR. 7 SANITARY SEWER & WATER MAIN — PINEHURST DR., EDGEWOOD CT. & MANCHESTER DR. 8 SANITARY SEWER & WATER MAIN — ALDER WAY, AMBERWOOD LN & WATER MAIN TO BRENDEN POND 3rd 9 SANITARY SEWER & WATER MAIN — HEMLOCK LN. & SANITARY CONNECTION TO LAKE LUCY RD. 10 STORM SEWER & STREET CONST. — PINEHURST DR. 11 STORM SEWER & STREET CONST. — PINEHURST DR. & MANCHESTER DR 12 STORM SEWER & STREET CONST. — ALDER WAY & AMBERWOOD LN. 13 STORM SEWER & STREET CONST. — HEMLOCK LN & EDGEWOOD CT. 14 RIGHT TURN LANE IMPROVEMENT PLAN Vicinity Map �'�"��OY ST. 1L 33. HILL w W. 65th ST. x, 22. Z3. CRESTVIEW D CRESTVIE q CIR. ti LAKE L UCY ROAD LAKE L UCY (Not to Scale) NO. DATE REVISION SHEETS CITY�H ANHASSEN FFR 2 2 2005 ENGINEF-B1NG DEPT, Construction Plans for Sanitary Sewer, Water Main, Storm Sewer and Streets for Pinehurst Chanhassen, Minnesota Date: 02/21/05 Sheet: 1 of 14 E-15 20041 Pw A o 2005 Westwood Professional Services, Inc. CE Street IVariable PL I a 6' METAL FENCE POST --� DENOTING CURB BOX. \l' TOP 6" PAINTED BLUE. CURB BOX WITH 1 7/4"� STANDPIPE AND STATIONARY ROD. z Water Service 1"X7" Corporation Cock 1` Type "K" Copper Concrete Block Support Water Main NOTES: 1. DO NOT PLUG END OF CURB STOP. 2, THE USE OF PIGTAILS ARE NOT PERMITTED. 3. THE COPPER SERVICE LINE BETWEEN THE MAIN LINE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. SPLICES WILL NOT BE PERMITTED. 4.CO RP0RA TION COCK TO BE 1"X7" INSIDE DIAMETER. 5. SADDLE REQUIRED ON 6" DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP. 7. STAINLESS STEEL SADDLES REQUIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL WATER CHANHASSEN SERVICE REVISED: 1-98 DATE: 2-97 PLATE NO.: 1005 FILE NAME: 393_1005 D/ N o+ Bc Use MNDOT 3149.2A a¢ o Granular Borrow M.e.v�v F� HA- 00 ov OE I The bottom of the trench shall be shaped to fit the pipe barrel for at least 50% of the outside diameter Dic+12" Min. "Dia" Denotes outside diameter of pipe NOTES: 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.21-1 course filter aggregate. CITY OF PIPE BEDDING CHANHASSEN IN POOR SOILS REVISED: 1-98 DATE: 2-97 PLATE NO.: 2201 FILE NAME: 393_2201 •7 WATER DROP LID- Tyler Mueller 7.5' Minimum cover required No. 6860 over top of water main. No. H-10361 tO Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS WITHIN 6" OF THE SURFACE 3" radius curb box. gutter grade. VTO IF THE DISTANCE FROM 5' transition each Gravity Main THE TOP NUT OF THE VALVE TO Precast concrete or Cover with Less Than 16 Feet. THE SURFACE IS GREATER THAN 8'. Grade TOP Adjust top to 3/4" below Tyler No. 6860 26" grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. Bibby -Ste -Croix No. V6502 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 GATE VALVE ADAPTER: 1 4" VB520 No. 57 9" / 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 plastic wrapped per C-515-80 standards BASE section 2.03a with all stainless steel nuts & bolts. 18"X18 "X8" concrete block CITY OF GATE VALVE BOX CHANHASSEN IN TADLLATON REVISED:2-97.1-03.1-04 DATE: 2-97 PLATE NO.: 1006 FILE NAME: 393-1008 •7 31 oll NOTE: L Grate Shown 0 "I Face of Curb Direction of Flow PLAN Catchbasin casting Variable and grate Neenah tO R3290 -L or equal Grate to be 2" below 3" radius curb box. gutter grade. 2"x2" Marker �1/2 Pipe Diameter Min. See Note 2. 5' transition each Gravity Main side of catchbasin. Precast concrete or Cover with Less Than 16 Feet. HDPE adjusting rings. Top of Curb 2. When Sanitary Sewer Service is not Accompanied by a Water Service in n Varies Minimum of 2-2", 6 1/2" maximum of 5-2" Varies concrete odjusment 24" x 36" TYPICAL SANITARY rings allowed with 1/4" Precast 5., 3' minimum L5 - to 1/2" bed of mortar PLATE NO, 2001 - between each and a 3" Grout 6" thick concrete collar on the outside. 6" Doghouses shall be 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 STORM SEWER CHANHASSEN CATCH BASIN REVISED: 1-00, 1-03 DATE: 2-97 •7 PLATE NO.: 3101 FILE NAME: 393_3101 I hereby eatlfy that ibis plan w by see or undo my a visions . Westwood Professional Services, Inc. � � > I : of "° °" `°r'"L 7599 Anagram Drive Eden Prairie, MN 55344 Chris Moehrl, pg Phone: 952-937-5150 Few 952-937-5822 atw 02/21/05 iionr Na 408b3 Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&1 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 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. 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 do houses shall be routed on inside and outside. 9 9 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign shall be installed next to the manhole. SECTION CITY OF STANDARD CHANHASSEN MANHOLE REVISED: 2-97.1-03.1-04 1 DATE: 2-97 PLATE NO.: 2101 FILE NAME: 393_2101 •7 24"x36" slab opening for Neenah R3290 -L or equal NOTE: L grate shown Neenah Rcasting and equal. grate or equal. PLAN Minimum of 2 maximum of 5 3" Radius concrete adjustment rings with full 6" Conc. collar - beds of mortar. L Precast concrete or HDPE adjusting rings. m °6" precast reinforced concrete slab. Vari s 12" is Top of barrel section below top slab J� to have flat top edge sealed with 2 beads of Romnek or equal. VariesF.-Manhole All joints in manhole to have 4'-0" Typ. "0" ring rubber gaskets. � Precast concrete section ° steps, Neenah R1981J or 5"equal, 16" o.c., Aluminum steps 17 approved. Doghouses shall be grouted on both the outside and inside. m NOTE: d o No block structures are allowed. p , Minimum slab thickness, 6" for 14' depth. Increase thickness 1" for i7 -x'16" each depth greater than 14', and reinforce with 6"x6" 10/10 mesh. n, SECTION No drain holes CITY OF CATCH BASIN CHANHASSEN MANHOLE WITH SUMP REVISED: 1-00,1-03.1-04 DATE: 2-97 PLATE NO.: 31104 FILE NAME: 393_3104 J CL PL Variable 9' tO _z o Wye Plugged End IE m i/8 Bend m 6" PVC SDR -26 Pipe Min. Slope 1/4" Per Foot 0 2"x2" Marker �1/2 Pipe Diameter Min. See Note 2. Sanitary Sewer Gravity Main SANITARY SEWER SERVICE CONNECTION DETAIL Services to be Used in Conjunction with Plastic Pipe Sewer Main for Depths of Cover with Less Than 16 Feet. NOTES: 1. Solvent Weld oil Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in n the Some Trench Install a 6' Heavyto 2 z 2 Metal Fence Post Next Marker and Paint To 6" of Post Florescent scent Green. 3. Cleanout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 4. All pipe shall be bedded on granular borrow 314A or course filter aggregate (3149H). CITY OF TYPICAL SANITARY CHANHASSEN SEWER SERVICE REMSED:2-99.1-04 DATE: 2-97 •7 PLATE NO, 2001 FILE NAME: 393_2001 36" TO 48" 23 to 38 CY CL.3 54" AND UP 62 CY and up CL.4 (One cubic yard is approximately 2,800 lbs.) RIPRAP ..: FILTER REQUIRED UNDER RIP RAP AND 2 LAYERS OF 50OX MIRAFI FABRIC OR EQUAL Granular Filter (MNDOT 3601.2B) SECTION A -A Geotextile Filter Type III 1 RIPRAP Granular Filter (MNDOT 3601.23) SECTION B -B Geotextile Filter Type III CITY OF RIPRAP CHANHASSEN DETAIL REVISED: 1-98 DATE: 2-97 PLATE NO.: 31l07 FILE NAME: 393_3107 y �j "I/I BARRIER" INNER - MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" PRECAST, BLOCK, OR BRICK MANHOLE CONE CORBEL 48" Frame and Cover HDPE OR PRECAST CONCRETE ADJUSTING RINGS 27 MASTIC SEAL ° a d 4 NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS THENNTA CONTACT THE CIN UTILITY SUPERINTENDENT FOR INSPECTION AT952 ( ) 227-1300. 7 1300. CHANHASSEN BARRIER REVISED:1-04 DATE' 1-03 PLATE NO.: 2109 nLE NAME:39,5-2109 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC. SHAKOPEE, MN. &50ZrdZ%vs Ado°red2f.W Qdyyy'yA9Wr - Arsnweau°c eA smec Gtl *I=Vdrff SeewW. Axu• rBrcAr tan .� ^,y/: COnr - "EVIV I-" s ffVr IAc Ne K m lne - AATRA F W MTB (SAAIXIOA'1'rpA /F MI&V0.907 et O 3- N"6 YAZIWY OTAA Wr N]8 6.N V O IT N MODEL#CG23 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 nLE NAME:393-5302A _ nm4a: CRN Prepared for. aw Plowshares Development, LLC. Dnwa f9tN 1851 Lake Drive West, Suite 5 Rwwd �� /� 50 Chaahaesen, Minnesota 5W'ff Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 See City Plate No. 3107 for riprap placement. ISOMETRIC / ...,borfasteners Use 2 tie bolt fasteners per joint.„ Inst,tall 'a't- 600 t600 from top or bottom of pipe. Provide 3 anchor clips to fasten Trash Guard to Flared End Section. Hot dip galvanize after fabrication. Anchor both sides. 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 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 FLARED END CHANHASSEN SECTIN AND TR SHO UARD REVISED: DATE: 2-97 PLATE NO.: 3108 FILE NAME: 393_3108 •7 Compacted A - -_ Backfill 12" K++++++++++++++++ + +++++++++++ + + + + + + + + + + + + + Embedment + + + + + + + + + Material + + + + + + B + + + ++++ + + + + + +yq c+ + + + 6" Pay Depth + + + + + + + + Increments (typ.) +++++++,+ + + + + + + + + + 6" Pay Depth Increments (Typ.) (see Note 1) "Bc" Denotes outside diameter of pipe NOTES: 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. beddingshall be M DOT 3149. B N 2 select ranular borrow with 100% 9 passing a 3 4" sieve an Tess than 10 p 9 / d % passing a N0. 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 PIPE BEDDING CHANHASSEN P.V.C. & A.B.S. REVISED: DATE: 2_97 PLATE NO.: 2203 FILE NAME: 3932203 Pinehurst Minnesota E-15 20041064DTF01.DWG Date: 02/21/05 Sheet 2 of 14 Details I� U U OL OL 00 M n M 0 0 0 N Ifl 0 CD 3 m v X X N N Z Z W a_ W 3 A Le W P 13 0 pa M V1 U U W 0 EL EL a Z J U 02005 Westwood Professional Services, Inc. NOTES: 1. Grates to be made In (2) PIECES 2. All metal shall be hot -dipped -galvanized Hole SfF Structure Requires (2) Piece Grate Per Drawing PIPE See Detail A -A 57"0 O.D. F1/4"X1" FLAT STL. Hale ,,. ,,MOOTIi BARS V O 4" o.c. EACH WAY (4) 1/2" 0-13 UNC Hex Head Stainless Steel Batts with Nuts and Washers 1/4" STEEL PLATE 9"to12" HWL=1027.8 DETAIL A—A 15- INLET NOTES: Poured Concrete 1. Standard pipe bedding required on both inlet & outlet pipes. CITY OF POND OUTLET CHANHASSEN CONTROL STRUCTURE REVISED: 1-00, 1-03 DATE: 2-97 PLATE NO.: 3109 FILE NAME: 393_3109 Variable Ain. Exposed AgDgregate Ramp `�I Surface. o Not Epoxy °°o o°o°o° nC6 Glue Aggregate. ooo 00a0o0o° 00 °°°oo°o° P°° 0°0°O°0°0° =0 °0T 3 0000 1 °°° 0 0 , 00000000 °e 000000CD °0°°° °° Z J Zoo°o°o°o° e �� e o V imi PLAN Amin. J m NOTE: CSurb Op€ning To Be 3 U Max. slope 10:1 1 Less Ihan Sidewalk Top of Curb or Trail Width. 5' 4' 6' 5' 7' 6' Vgriable 8, 7, 5' 4 min. 5' Varies 9 $ SECTION B—B 10' 9' Note: All Pedestrian Ramps 5'-4" to be concrete. 1" Per Ft. or Flatter LL6" Concrete 4" Class 5 Base SECTION A—A Curb &Gutter Expansion 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 Mortor off of it. CITY OF PEDESTRIAN CHANHASSEN CURB RAMP REVISED: 1-98.1-04 DATE: 2-97 PLATE NO.: 5215 FILE NAME: 393_5215 BLOCK (TY I „II: 11=11 II II'. T1= f .-11=11=11;11=11: II,.I -u=Ti_I a ILII ��:I! IIIJLI _n -i -n=n- _ 1111:11 wit I:II.�I '11:11 � ILIIr HYDRANT LEADS I9 L NOTES: I haply ontlty flat pLn vniii, Prepaad by me ae nodes my t. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS. . Westwood Professional Services, Inc. 2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES Aggregate Base 7599 Anagram Drive 7a AND HYDRANTS.it Eden Prairie, NIN 55344 -- --s F- Chdo Moill P$ 3. THRUST BLOCKING AT ALL TEES, BENDS, AND Data 02/2:05 Uomea Na 40853 M TRANSITION TO SPECIFIED ONE PIPE LENGTH AT CERTAIN HYDRANTS.Is DEPTH (TYPICAL). u Concrete Curb and Gutter 4. ALL FITTINGS, NUTS, AND BOLTS SHALL BE SPRAYED 8" 18" USING A BITUMINOUS COAL TAR COAT SUPPLIED BY AS REQUIRED. THE MANUFACTURER. SLEEVES 5. Blocking against undisturbed soils. y, 1 /2"r CITY OF TYPICAL CHANHASSEN MEGALUG WATER MAIN LOCATION REVISED:I-04 DATE: 10/98 O PLATE NO.: 1009 FILE NAME: 393_1009 f— grade to drain e' 12" CL i0 N N c 0 Bend as Needed € Plug - `v °w Min. Slope = 1/4"/Ft. Limits of Excavation 2"x2" Marker 6" PVC SDR -26 Wye & service line. Tamped Fill Tee or Wye and 450 bend al 1 CY. concrete encasement Sonitary Sewer NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. The Use of Bends Shall be Restricted to the Two Shown on This Detail. 4. Cleanout Required on Private Property if Distance from Main to House Exceeds 90 Feet. CITY OF SANITARY SERVICE CHANHASSEN TIHAN 16RDEEP) REVISED:2-97, 1-020-030-04 DATE: 2-97 PLATE NO.: 2002 FILE NAME: 393_2002 NOTE: MINIMUM OF 3" CL 5 UNDER ALL CURB & GUTTER I haply ontlty flat pLn vniii, Prepaad by me ae nodes my Revldone . Westwood Professional Services, Inc. I > "` Aggregate Base 7599 Anagram Drive 7a iO Eden Prairie, NIN 55344 -- --s F- Chdo Moill P$ Phone: 952-937-5150 Fax: 952-937.5822 Data 02/2:05 Uomea Na 40853 M NOTE: MINIMUM OF 3" CL 5 UNDER ALL CURB & GUTTER MINIMUM 6" OF COMPACTED SAND 6" 1 Distance to � variable PROPOSED SEWER 3"r /2"r Top Bituminous Material Aggregate Base slope PROJECT DESCRIPTION—A 54 LOT SINGLE FAMILY iO 3/4" er ft -- --s F- 3' STYROFOAM 3. Openings in structure for draintile to DEVELOPER— NAME M TRANSITION TO SPECIFIED ONE PIPE LENGTH MnDOT B618 DEPTH (TYPICAL). INSTALL Concrete Curb and Gutter VERTICAL BENDS WITH 8" 18" CITY OF AS REQUIRED. 6" Distance tot variable DRAINTILE 1/2'' y, 1 /2"r Top Bituminous Material m 34' off MnDOT B612 WATER MAIN Concrete Curb and Gutter . NOTE: f— grade to drain e' 12" For Use Only with Private Driveways, REVISED: 1-98 4" perforated pipe. Parking Lots, or Medians. 28"R NO.: 2204 FILE NAME: 393_2204 12"R 1fi" 68"R rTop Bituminous Material a PE pipe. SURMOUNTABLE o ^' 1/2".^.' :'' - ^ \ Concrete Curb and Gutter 17 1/2" 10 1/2- 28' 4" 8" 1 '/8/S" /B r Bituminous Bituminous Curb Surface 6" Shoe Formed N�— CITY OF TYPICAL CURB CHANHASSEN AND GUTTER REVISED: 2-97 DATE: 2-97 PLATE NO.: 5203 FILE NAME: 393_5203 MINIMUM 6" OF COMPACTED SAND 12" O.D. 12" PROPOSED SEWER PPend collar O�. Aggregate Base 1. Cleanouts required at ending points or PROJECT DESCRIPTION—A 54 LOT SINGLE FAMILY as shown onP lans, -- --s F- 3' STYROFOAM 3. Openings in structure for draintile to DEVELOPER— NAME INSULATION TRANSITION TO SPECIFIED ONE PIPE LENGTH 4. This detail to be used when 2' or more DEPTH (TYPICAL). INSTALL Course Filter Aggregate VERTICAL BENDS WITH MEGA LUGS CITY OF AS REQUIRED. MnDOT 3149.2H DRAINTILE REVISED' -00,2-01,1-04 WATERMAIN UNDER STORM SEWER 12" deep CITY OF SATURDAY WATER MAIN CHANHASSEN STORM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY MAINTENANCE OR DELIVERIffS f— grade to drain CROSSINGER REVISED: 1-98 4" perforated pipe. DATE: 2-97 PLATE NO.: 2204 FILE NAME: 393_2204 CRN Chwkeik CRU Dnwrm CRN Record Dnwdtl8 W/deft PL VARIABLE HYDRANT - VALVE BOX 6" 6" - VARIES 5'-6' (SEE PLANS) 1/4" SLOPE PER FT. TO ROADWAY RETE SEE NOTES 1 & 3 4" Class 5 Base — 2' 3- 2.5' Min. NOTES: 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 2. USE 7 1/2" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINTS ACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITY OF CONCRETE CHANHASSEN SIDEWALK REASED:2-99, 1-03 DATE: 2-97 PLATE N0: 5214 FILE NAME 393_5214 FINAL GRADE b MINIMUM 6" SAND FILL T3MINIMUM ISTYROFOAM SAND FILL Y�\ INSULATION ` RIGID INSULATION VARIES NOTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. COVER OVER PIPE - a WIDTH OF INSULATING BOARD - b 5' 5' 6' 3' CITY OF INSULATION CHANHASSEN DETAIL REVISED: 2-97 DATE: 2-97 PLATE NO.: 2205 FILE NAME: 393_2205 _ 8 _I Grout 6" Conc. I� 10" PPend collar NOTES: Aggregate Base 1. Cleanouts required at ending points or PROJECT DESCRIPTION—A 54 LOT SINGLE FAMILY as shown onP lans, 2. Swing ties to be shown on as-builts for all ending points to all draintile. 3. Openings in structure for draintile to DEVELOPER— NAME MnDOT select granular borrow v 4. This detail to be used when 2' or more of existing soil sub cut is necessary. Course Filter Aggregate o E ; a li CITY OF 4" SUB—SURFACE MnDOT 3149.2H DRAINTILE REVISED' -00,2-01,1-04 DATE: 2-97 PLATE NO, 5232 - 12" deep _N0 SATURDAY 9AM-5PM 1 ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY MAINTENANCE OR DELIVERIffS f— grade to drain Clay Sub -grade 4" perforated pipe. OF THESE HOURS. Notch clay sub -grade geotextile wrap (3733, Type 1) for pipe placement TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. 8 _I Grout 6" Conc. PIPE DETAIL PPend collar NOTES: 1. Cleanouts required at ending points or PROJECT DESCRIPTION—A 54 LOT SINGLE FAMILY as shown onP lans, 2. Swing ties to be shown on as-builts for all ending points to all draintile. 3. Openings in structure for draintile to DEVELOPER— NAME be fabricated or core drilled. PORTION - 4. This detail to be used when 2' or more of existing soil sub cut is necessary. CONTACT— NAME b Rod°"a.. Grupe . �a. oO°o°oa ° CITY OF 4" SUB—SURFACE CHANHASSEN DRAINTILE REVISED' -00,2-01,1-04 DATE: 2-97 PLATE NO, 5232 - FILE NAME:393_5232 8 _I Where storm sewer PROJECT NAME pedestrian curb ramp, PROJECT DESCRIPTION—A 54 LOT SINGLE FAMILY install gutter inlet frame RESIDENTIAL SUBDIVISION R -3290—A or equal DEVELOPER— NAME PORTION - PHONE NUMBER CONTACT— NAME b Rod°"a.. Grupe . �a. oO°o°oa ° PHONE NUMBER °o° a 6' PERMITTED CONSTRUCTION HOURS— MON.—FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY MAINTENANCE OR DELIVERIffS ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 937-1900 EXT. 114 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. CITY OF DEVELOPMENT CHANHASSEN INFO SIGN REVISED; 2-01, 1-03 DATE: 1-9� PLATE NO.: O 5313 FILE NAME: 393_5313 Prepared for. Plowshares Development, LLC. 1851 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 NOTE' Surmountable Curb & Gutter to be transitioned into a 8618 type at cotchbosin. Catchbasin Frame & Grate Neenah R -3290-L or equal - pa with L Grate A A, A, '>r Surmountable Concrete Curb & Gutter 2 - p4-60" Long Rebars Each way c s 0 5' Min. Transition N o Top of x Curb 2 1 Design gutter gine grod> e J SECTION A—A No Scale moo' NOTE Catchbasin to be depressed 2" below design gutter line grade. ISOMETRIC No Scale 0 5' Min. Transition1.o N C 0 w 2 - #4-60" LONG Rebars Each way Frame & Casting CHANHASSEN CONSTRUCTION AT CATCH BASIN REVISED: 1-98 DATE: 2-97 PLATE NO, 3106 FILE NAME: 393_3106 NOTE Where storm sewer structures conflict with pedestrian curb ramp, install gutter inlet frame and grate. Neenah R -3290—A or equal RAMP UP PORTION - 0°00 a b Rod°"a.. Grupe . �a. oO°o°oa ° PLO ni °o° a 1" per ft. slope Face of _ Curb PLAN Design Grade SECTI( PEDESTRIAN CURB RAMP FOR CONCRETE SIDEWALK DETAIL 1 -Exposed Aggregate Ramp Surface / Surface. Do not Epoxy. Glue Aggregate. A LANDING 2.0% MAX. 5'-0" Concrete Sidewalk --5' 0" 6 0% slope concrete _. 5 Base (see nlan) * 6'-0" WHERE RAMP UP IS SHOWN IN PLAN VIEW SECTION B—B Pinehurst E-15 20041064DTF02.DWG Date 02/21/05 sheet 3 of 14 Details 0 F- U U X fL Do M Cl) rl 0 0 0 (U 6T 0 (3) 3 m M X 1u (U LO z w UJ w 11 L7 3 A i Ld w P D' DO DO M H U w 13 0 w A z J W' 02005 Westwood Professional Services, Inc. 1. Shape of back of buttress may vary as long as pourer against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle O equal to or larger than 450. 3. Dimension A1,AZ,A3 should be as large as possible without interfering with MJ bolts. 4. a = 450 Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megolugs thrust restraints or equal - See nc PLAN 90' BENDS CONCRETE SHAI IN CONTACT WI" THIS QUADRANT OF PIPE e - See note 4 A PLAN 45' BENDS A - See SECTION A -A PLAN 22 1/2' BENDS CITY OF CONCRETE THRUST CHANHASSEN BLOCKING REVISED: DATE: 2-97 PLATE NO.: 1002 FILE NAME: 393_1002 24"x36" slab opening for Neenah R3290 -L or equal NOTE: L grate shown Neenah Rcasting and equal. grate or equal. PLAN Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. Precast concrete or �— HDPE adjusting rings. BUTTRESS DIMENSIONS z CASTING SHALL BE NEENAH #R-1642 OR PIPE 22 1/20 BEND 450 BEND 900 BEND/TEE SIZE B7 D1 B2 D2 83 D3 6" 1'-5" 1'-5" 1'-5" 1'-5" 2'-1" V-6" 8" 1'-5" 1'-5" 2'-1" 1'-6" 2'-B" 2'-0" 12" V-10" V-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-10" 3'-0" 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0" 24"4'-4" Iy1 S -O" 6'-10" 3'-10' 9'-8" 5'-0" 30" - - 9'-3" 6'-0" 17'-0 6'-0" PLAN 90' BENDS CONCRETE SHAI IN CONTACT WI" THIS QUADRANT OF PIPE e - See note 4 A PLAN 45' BENDS A - See SECTION A -A PLAN 22 1/2' BENDS CITY OF CONCRETE THRUST CHANHASSEN BLOCKING REVISED: DATE: 2-97 PLATE NO.: 1002 FILE NAME: 393_1002 24"x36" slab opening for Neenah R3290 -L or equal NOTE: L grate shown Neenah Rcasting and equal. grate or equal. PLAN Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full beds of mortar. Precast concrete or �— HDPE adjusting rings. 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 depth greater than 14', and reinforce rce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. CITY OF CATCH BASIN CHANHASSEN MANHOLE REVISED: 1-00, 1-03 DATE: 2-97 PLATE NO.: 3102 FILE NAME: 393_3102 �t 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B Be CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 BITUMINOUS TRAIL 1W NEEHNAH-1979-0207 WITH 2" MIN. RISE OR APPROVED EQUAL Rings shall be set on ABS sealant or approved equal. 27" 0.75" —1.5" BIT. WEAR —2" BIT BASE HDPE OR PRECAST CONCRETE ADJUSTING RINGS 6" THICK CONCRETE COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. z CASTING SHALL BE NEENAH #R-1642 OR z_ Varies SEE CHART 4'-0 Typ. 0.75" 5" 6. m Qp o BIT. BASE 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 depth greater than 14', and reinforce rce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. CITY OF CATCH BASIN CHANHASSEN MANHOLE REVISED: 1-00, 1-03 DATE: 2-97 PLATE NO.: 3102 FILE NAME: 393_3102 �t 3" BITUMINOUS WEAR COURSE TYPE 41WEA50055B Be CL. 5 AGGREGATE BASE 100% CRUSHED ROCK MnDOT 3138-1 APPROVED COMPACTED SUBGRADE MnDOT SPEC. 2105 & 2112 BITUMINOUS TRAIL 1W NEEHNAH-1979-0207 WITH 2" MIN. RISE OR APPROVED EQUAL Rings shall be set on ABS sealant or approved equal. 27" 0.75" —1.5" BIT. WEAR —2" BIT BASE HDPE OR PRECAST CONCRETE ADJUSTING RINGS 6" THICK CONCRETE COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH #R-1642 OR 2" RISE MCI #309 AND SHALL INCLUDE SELF SEALING VARIES SEE CHART TYPE LIDS STAMPED SANITARY SEWER OR 0.75" STORM SEWER AS APPROPRIATE WITH TWO 2" RISE CONCEALED PICK HOLES BIT. BASE o[zUNz�oNoWwrc¢3¢�V OR BINDER MIN. (2-2") ADJ. RINGS AND a'' MAX. (3-4 ) ADJ. RINGS 0 HDPE OR (1-2" RING WITH 0 O PRECAST CONCRETE MORTOR = 0.2') 4.L��>O U ADJUSTING RINGS 27" zO 6" THICK CONCRETE Iy1 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 6.25" 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 MANHOLE CASTING AND CHANHASSEN ADJUSTING DETAIL REVISED: 1-00,1-04 DATE: 2-97 PLATE NO.: 2110 FILE NAME: 3932110 TYPICAL PRIVATE DRIVE SECTION iN/PARKING ON ONS SIDE (28' BACK TO BACK) VARIES 6"-3A32 CONCRETE 4" CL 5 COMPACTED SUBGRADE CONCRETE WALKWAY [Z7"R N 3" PLAN SECTION HORSESHOE DETAILS Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R1981J Cut bell from DIP or equal, 16" on center. join with stainless "A" Aluminum steps approved. steel repair sleeve Manhole steps shall be placed or approved equal so that offset vertical portion 0 of cone is facing downstream. I All joints in manhole to have `* 4'_0" "0" ring rubber gaskets. LDIP ries A Max. of 2 Short Manhole Risers to "-16" be Used Directly Below Cone Section 5 NOTE:8 DIP 1. Kor-n-seal manhole or equal. tee section q 2. When the manhole or catch basin Horseshoes filled structure is constructed outside with concrete the traveled roadway a witness m mortar on allpost and sign shall be installed aw , sides (see detail - next to the manhole. o> 1/2 Dia of pipe 3. Pipe shall be cut flush with with inside face of wall. 4. All dog houses shall be grouted �• on the inside and outside. 5. Precast invert should be 1/2 Dia. of pipe and benches sloped 21" 2" toward invert. 79 " 6. Precast invert is required. Precast 8"-1/4 bend Minimum thickness of precast base integral with base section is 6" for 14' deep or less, and increases 1" in thickness for every SECTION 4' of depth greater than 14' deep. CITY OF SANITARY SEWER CHANHASSEN OUTSIDEP MANHOLE REVISED: 2-97,1-03,1-04 DATE: 2-97 PLATE NO.: 2103 FILE NAME: 393_2103 TYPICAL PRNATE DRIVE SECTION MY BACK TO BACK) CL � 10.00= 10.00' 10.00 &00' COPE_ VARIES y PARKING , 6'-� AREA 2 ROLLS OF SOD BACK OF CURB (TYP) N — SLOPE VARIES_ SLOP It6' n' 1-1/2" MnDOT SPEC. 2350 LVWE35030B WEAR COURSE SPEC. BITUMINOUS TACK COAT 2" Mn TYPICAL LOCAL STREET SECTION 2" MnDOT SPEC.C. 2 2350 LVNW35030B BASE COURSE 6' MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE (31' BACK TO BACK) 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: STREET C VARIES. SEE PLAN VIEW FOR DIMENSIONS PL CL 1 f hereby certify that " plin sees prepared by me as lender my Westwood Professional Services, Inc. � : ` oN� 7 7599 Anagram Drive Eden Prairie, MN 55344 Club Moshri, pg Phone: 952-937-5150 Fax: 952-937-5822 Data Qy,/2/05 iiamea No. 40853 DRAINAGE & UTILITY EASEMENT —14.5' BOULEV 9 n°1_ cl Dadaaed: CRN checke& CRU Drawn: CRN Record Dmft by/date 30' ROW - 15.5'- 30' ROW 15.5' 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE Prepared for. PlowsharesDevelopment, LLC - 18 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 r_ SI OPE 10.00' 7 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ROLLS OF SOD BACK OF CURB (TYP) SLOPE VARIES 1-1/r MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2' MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 1008 CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE —5' SIDEWALK 1' Pinehurst PL UKAIINAUL dG U I ILI IT EASEMENT 0 0 0 0 NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK E-15 20041064DTF03.DWG Date 02/21/05 sheet: 4 OF 14 Details Y w O O � VJ o[zUNz�oNoWwrc¢3¢�V 0 z 0 O 4.L��>O U zO Iy1 N�x wZo:w Q D-O Z¢KiwpLLawN Q m Nx: W < W2 wJw w0 Z <wm 06enOa3�Q7XsQ rca ��a LU 0'XVW .S'L .- U OOwo w F,O J J m w¢U m =m zio (Zn 0 0 yW1zm < < aim.V)F ¢wmF F o H OUOUD mowzz M wON Jwwo ow0 FJmF LLQ m ZW_FU OFmSf/1 W Qa mQ nxw W ioa�gHo 1NV�LLQZF- Inv, �QQQ O QWYZ ZNZ 2 O� o 00�J w�U mw3oF- ZUM al=o YJQ o0J� an�vr-�^� mp�a?�aQ m NOWW El OOOZO OQN ANN} =d�LLp' x ZJm)�J WW Q) M li F �Q =JZ v1a0 0-1 0OOj rUQFU1 ZJJU'HW FM0 .-a 4V1J�a¢aS¢Q 1-�ci "i36vi ui WU'UU Z w QJN O Z YZJW D_'n OUB QK Qf O ' ¢aaw TLd W§01 -Ln atom smQa CITY OF TYPICAL CHANHASSENIN INSTALLATION REVISED: 1 - -Do .1-0401, 1-02 DATE: 2-97 •7 PLATE NO.: 1004 FILE NAME: 393_1004 TYPICAL PRIVATE DRIVE SECTION iN/PARKING ON ONS SIDE (28' BACK TO BACK) VARIES 6"-3A32 CONCRETE 4" CL 5 COMPACTED SUBGRADE CONCRETE WALKWAY [Z7"R N 3" PLAN SECTION HORSESHOE DETAILS Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R1981J Cut bell from DIP or equal, 16" on center. join with stainless "A" Aluminum steps approved. steel repair sleeve Manhole steps shall be placed or approved equal so that offset vertical portion 0 of cone is facing downstream. I All joints in manhole to have `* 4'_0" "0" ring rubber gaskets. LDIP ries A Max. of 2 Short Manhole Risers to "-16" be Used Directly Below Cone Section 5 NOTE:8 DIP 1. Kor-n-seal manhole or equal. tee section q 2. When the manhole or catch basin Horseshoes filled structure is constructed outside with concrete the traveled roadway a witness m mortar on allpost and sign shall be installed aw , sides (see detail - next to the manhole. o> 1/2 Dia of pipe 3. Pipe shall be cut flush with with inside face of wall. 4. All dog houses shall be grouted �• on the inside and outside. 5. Precast invert should be 1/2 Dia. of pipe and benches sloped 21" 2" toward invert. 79 " 6. Precast invert is required. Precast 8"-1/4 bend Minimum thickness of precast base integral with base section is 6" for 14' deep or less, and increases 1" in thickness for every SECTION 4' of depth greater than 14' deep. CITY OF SANITARY SEWER CHANHASSEN OUTSIDEP MANHOLE REVISED: 2-97,1-03,1-04 DATE: 2-97 PLATE NO.: 2103 FILE NAME: 393_2103 TYPICAL PRNATE DRIVE SECTION MY BACK TO BACK) CL � 10.00= 10.00' 10.00 &00' COPE_ VARIES y PARKING , 6'-� AREA 2 ROLLS OF SOD BACK OF CURB (TYP) N — SLOPE VARIES_ SLOP It6' n' 1-1/2" MnDOT SPEC. 2350 LVWE35030B WEAR COURSE SPEC. BITUMINOUS TACK COAT 2" Mn TYPICAL LOCAL STREET SECTION 2" MnDOT SPEC.C. 2 2350 LVNW35030B BASE COURSE 6' MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE (31' BACK TO BACK) 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION NOTE: STREET C VARIES. SEE PLAN VIEW FOR DIMENSIONS PL CL 1 f hereby certify that " plin sees prepared by me as lender my Westwood Professional Services, Inc. � : ` oN� 7 7599 Anagram Drive Eden Prairie, MN 55344 Club Moshri, pg Phone: 952-937-5150 Fax: 952-937-5822 Data Qy,/2/05 iiamea No. 40853 DRAINAGE & UTILITY EASEMENT —14.5' BOULEV 9 n°1_ cl Dadaaed: CRN checke& CRU Drawn: CRN Record Dmft by/date 30' ROW - 15.5'- 30' ROW 15.5' 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE Prepared for. PlowsharesDevelopment, LLC - 18 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 r_ SI OPE 10.00' 7 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 ROLLS OF SOD BACK OF CURB (TYP) SLOPE VARIES 1-1/r MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2' MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 1008 CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE —5' SIDEWALK 1' Pinehurst PL UKAIINAUL dG U I ILI IT EASEMENT 0 0 0 0 NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. SEE PLAN VIEW FOR SPECIFIC SIDE FOR SIDEWALK E-15 20041064DTF03.DWG Date 02/21/05 sheet: 4 OF 14 Details 0 0 N N I WI c2005 Westwood Professional Services, Inc. Legend nin V 1-/ .. i Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 STORM SEWER CASTING SCHEDULE NUMBER STRUCTURE TYPE DIA. CASTING TYPE 1 CBMH 48" R -3290-L 2 CBMH 48" R -3290-L 3 CBMH 48" R -3290-L 4 OCS 48" SEE DETAIL 5 FES 15" - 7 FES 18" - 8 CBMH 48" R -3290-L 9 CBMH 48" R -3290-L 10 CBMH 48" R -3290-L 11 CBMH 48" R -3290-L 12 CB 27" R-4342 13 STMH 48" R-1733 14 CB 2'X3' R -3290-L 15 CBMH 48" R -3290-L 16 STMH 48" R-1733 17 CBMH 48" R -3290-L 18 CBMH 48" R -3290-L 19 CB 27" R-4342 20 CBMH 48" R -3290-L 21 CBMH 48" R -3290-L 22 CB 27" R-4342 23 FES 24" - 24 CBMH 54" R -3290-L 25 CB 2'X3 R-3290-L 26 CBMH 48" R -3290-L 27 CB 2'X3' R -3290-L 28 CBMH 48" R -3290-L 29 CB 27" R-4342 30 CBMH 48" R -3290-L 31 CBMH 48" R -3290-L 32 CBMH 48" R -3290-L 33 STMH 48" R-1733 34 CBMH 48" R -3290-L 35 CBMH 48" R -3290-L 36 CBMH 48" R -3290-L 37 CB 2'X3' R -3290-L 38 CBMH 48" R -3290-L 39 CB 27" R-4342 40 STMH 48" R-1733 41 CB 2'X3' R -3290-L 42 CBMH 48" R -3290-L 43 CB 48" R-4342 44 CBMH 48" R -3290-L 45 CB 2'X3' R -3290-L 46 FES 15" - 47 STMH 48" R-1733 48 STMH 48" R-1733 49 CB 27" R-4342 EXISTING PROPOSED SANITARY SEWER — 4 SANITARY SEWER —4— 0' 100' 200' 300' WATER I WATER I HYD. W/VALVE = HYD. W/VALVE »} STORM SEWER 44 STORM SEWER — N E-15 200410640AF02.DWc Date 02/21/05 sheet 5 oa 14 Ihereby "rUI' that We plan "" prepared by = ar --A my Revidowc Pinehurst overall Plan Westwood Professional Services Inc. C '"' PRommoNAL "'"� Prepared f i� CRM Plowshares Development, LLCe 7599 Anagram Drive Dnp AAd Eden Prairie, MN 55344 Chris Moehrl, pg 1851 Lake Drive West, Suite 550 Phone: 952-937-5150 Fax: 952-937-5622 Data 02/21/05 u0nn No, 408M Raoxd Pwmjag Wdahx Essen, Minnesota 55317 1 Chanhassen, Minnesota Doll U U f d 0� 0 co co (h 0 7 0 0 N LO 0 O7 3 F Cl. CL V M X N N 0 Z W 2 W 11 Lo p W A 0 O W 11 Cl J 2D o Co N 0 m i H Q Q V M X N N LD Z W 2 W m 2' W A ID PQ PQ Co U F- U W J O Q- 2 A Z Q J U m 3 a C CL CL r x x N N 11 l7 z W Q. W LD 3 ca Ld w a M 0 m H U W El O d' A Z J U 9 0 00 0 0 0 N 11 LO 0 Cl) 3 75 H N a a v M x N N U3 z LJ d W LD 3 ra w ca 13 0 w 11M u m 3 a V) a a M x N (U L7 Z W d W 0 q / cLfW p O P7 M U U U f (L fp r, M (`5 O 0 0 ti m 3 m s= v M X (U (U 11 LDz z w 11 fl w LD3 Q w ra o' 0 rq M V) U w 0 0 IZIz J U m 2005 Westwood Professional Services, Inc. ---------------- ------------------- 11�111r-� 1^111 EXISTING BIT EDGE EXISTING VARIES (14.17' CURB & GUTTER :: MATCH EXISTING VARIES (12' PAVEMENT AT FULL LANE WIDTH) AT FULL LANE WIDTH) 2.0% SLOPE I v" o vI.- 11117T BITUMINOUS TRAIL 2.0% SLOPE S�Op� 31 MPX`M�M 3.7 Mqk/tij�M S`OpE B618 CURB AND GUTTER 1-1/2" — MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 3-1/2" — MnDOT 2350 LVNW35030B BASE COURSE 6" — CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE COMPACTED SUBGRADE RIGHT TURN LANE STREET SECTION EXISTING PROPERTY LINE (TYP) KEEP BACK OF CURB DEPRESSED FOR 10' PAST THE EXISTING DRIVEWAY CONNECTION AND TRANSITION TO FULL BACK IN 10' EXISTING BIT TRAIL (TYP) EXISTING C&G (TYP) Westwood Professional Services Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952.937.5150 Fax: 952-937-5822 I hereby <atlfy ftt thla plan was prepared by me ar under my dtreet sapervlsim and aut I am a duly licensed PROFSSSIONAI. EN(M �i m,d<r law. the Prepared for. Plowshares Development, LLC. 3% lake Drive west, Suite 550 Chanhassen, Minnesota 55317 Ck&e& CRM CRN Chris Moehrl, PJL DWC 02/21/05 LI, Na 40853 Record Dr wkg by/date: Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 GENERAL NOTES ALL DISTURBED AREAS SHALL BE SEEDED/MULCHED WITH MNDOT 50B MIX ALL STRIPING/SIGNAGE TO BE COMPLETED BY COUNTY Pinehurst Chanhassen, Minnesota E-15 20041064STF01.DWG Date: 02/21/05 Sheer 14 of 14 Right Turn Lane Improvement Plan 0 PINEHURST KNOW ALL MEN BY THESE PRESENTS That Plowshares Development, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit. Lot 2, Block 1, OLD SLOCUM TREE FARM, according to the plot thereof on file or of record in the office of the County Recorder, Carver County, Minnesota. AND Lot 1, Block 1, OLD SLOCUM TREE FARM, according to the plat thereof on file or of recoord in the office of the County Recorder, Carver County, Minnesota. AND That part of the following described property. That part of the Southeast Quarter of the Northwest Quarter of Section 3, Township 116, Range 23 West described as follows Commencing at a point on the South line thereof distant 1056.5 feet East of the Southwest corner thereof- thence East along the South line thereof 231.5 feet; thence North 2 degrees 55 minutes West a distance of 219.5 feet; thence South 84 degrees West 86.6 feet; thence South 87 degrees 15 minutes West a distance of 138 feet, thence South a distance of 204.7 fet to the point of beginning. Which lies south of a line and its extension drawn from a point on the East line of the above described property a distance of 6.8 feet North of the Southeast corner of the above described property to a point on the West line of the above described property a distance of 8.2 feet North of the Southwest corner of the above described property. AND That part of the following described property. That part of the Southeast Quarter of the Northwest Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota described as follows. Commencing at the southwest corner of said Northwest Quarter, • thence easterly along the south line of said Northwest Quarter, on an assumed bearing of South 87 degrees 12 minutes 20 seconds East, a distance of 2,136.74 feet to the point of beginning of the parcel to be described; thence easterly on an extension of the last described line a distance of 261.22 feet; thence North 02 degrees 47 minutes 40 seconds East a distance of 204.82 feet to a point hereafter call Point A; thence North 83 degrees 40 minutes 20 seconds West a distance of 197.60 feet to a point hereafter called Point B; thence South 02 degrees 47 minutes 40 seconds West a distance of 40.0 feet; thence South 40 degrees 08 minutes 28 seconds West a distance of 105.50 feet; thence South 02 degrees 47 minutes 40 seconds West a distance of 93.13 feet to the point of the beginning and there terminating. Which lies south of a line and its extensions drawn from a point on the east line of the above described property a distance of 8.2 feet north of the southeast corner of the above described property to a point on the west line of the above described property a distance of 7.2 feet north of the southwest corner of the above described property, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota. AND That part of the Northeast Quarter of the Southwest Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota lying north of the north line of WOODRIDGE HEIGHTS, WOODRIDGE HEIGHTS 2ND ADDITION and WOODRIDGE HEIGHTS 3rd ADDITION and south of OLD SLOCUM TREE FARM, according to the recorded plats thereof Carver County, Minnesota. Has caused the some to be surveyed and platted as PINEHURST and does hereby donate and dedicate to the public for public use forever the road, court, lane, and drive, and also dedicates the easements for drainage and utility purposes as shown on the plat. In witness whereof said Plowshares Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its general partner this day of . 200 . PLOWSHARES DEVELOPMENT, LLC 0 Todd M. Simning, Chief Manager STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 200 by Todd M. Simning, Chief Manager of Plowshares Development, LLC, a Minnesota limited liability company, on behalf of the company. By Notary Public, My Commission Expires County, Minnesota CITY RSCCEUdH(ASSEN FEB 2 2 2005 I hereby certify that I have surveyed and platted the property described on this plat as PINEHURST- that this plat iso ENGINEERING DEPT. correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of o foot, that all monuments have been correctly placed in the ground as shown or will be correctly placed in the ground as designated; and 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. By Craig W. Morse, Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF The foregoing Surveyors Certificate was acknowledged before me this day of 200_, by Craig W. Morse, Land Surveyor, Minnesota License No. 23021. By Notary Public, County, Minnesota My Commission Expires CHANHASSEN, MINNESOTA This plat of PINEHURST was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this day of '200, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statutes, Section 505.02, Subd. 1. W1 Mayor CITY COUNCIL OF CHANHASSEN, MINNESOTA 01 Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 200 7 John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that there are no delinquent taxes for all years prior to for land described on this plat and transfer entered. Dated this day of 20Q—. By Mark Lundgren, Carver County Auditor COUNTY TREASURER, Carver County, Minnesota I hereby certify that the taxes payable for the year 200 for land described on this plat as HIGHLANDS AT BLUFF CREEK have been paid on this day of . 200 . Kerber, Carver County Treasurer COUNTY RECORDER, Carver County,, Minnesota I hereby certify that this plat of PINEHURST was filed this day of 200_, at o'clock .M. as Document No. -51 Carl W. Hanson Jr., Carver County Recorder WEST WOOD Professional Services, Inc. Sheet 1 of 3 sheets PINEHURST PRELIMINARY I I0 50 100 150 200 Scale in feet No monument symbol shown at any statute required location indicates a plot monument that will be set, and which shall be in place on or before the 25th day of February, 2006. Drainage and Utility Easements are shown thus: I I I I 5 I I -----10 I I 10 (No Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. - - - - 173.28 - - o- - - 128.34 '-� 49.71 N87009'30"W 492.25 't �\ 76.98 0 -� --- 112 00 / 112.00 it, i p W I I \°' ni - - -� l- -L -- 11200 /i f --------- 1 106.54 N 1 I 110 10 -I rn / / I I M i M O N I 13 6 \ = I n &II I" 7°31'53"E 112.38 ,1 IN /� i 1 NI 1 i n i N ` r-------1- r ------- s ^i N? o N I %I T1 r------ ' T y 1 L'1 30$8 60 17 s ct \ 1 u� t ps57 0 ')\� 1iO� N dPA 0 -'44 14 Wn005 02 to\�oFeIs i;_,ryo �� °� \ °° o. \ 0 pe / a6 O° Zr\ / / / v \ Wpcn' o \ N87023'58"E 142.57 J O ON roo\ 116•1 2/ //// \ \ \ oOo I h1 } I W W1 Drainage & Utility ""� I 1 Drainage e & Utility vIDrainage &UtilityEasement I I i.' II 5 Easement ho nN °I 6 0l I 7 I 8 I I o8 o\ 1°�/ o I NI W I I I al I I o iiN \ ?/ // I Iz I NJ I o 1 I I N I I I Ja /1'7- Z1 I zl I I° I I I \ / / f°N \A I I 11010 ;: \ ��=89_76_'_---J I_ 1 Drainage &Utility _� )' \ 87.66 L�7.40 48.30 L--------� L----------- 1 --_ __ I I ICOY)^ \\i y, y Easement - �` `:. w 3.p1 " L- 11200 \ \ _ _ _ - J I I 16j3% 112.00 11200 - L -----------I Nh i Qo�s ,kry/ / 'A 1 P/NEHURST DRIVE I ° I �I I I 33 I� C L11.1 AD0 °1 _ - - - FIP 112- 0 /2 " oA3 /,q2 2g2.N87°1220"W OPEN865 524.280 FIP 1/2 350p 040,_NO2°740'E 305.64 46,32,5 19.07 L=57.15 � 5314 1r'L 05 911 i 133,8%-1 r0=101356'-----1-----. ' S8 ' � 128.03 r---- /� lJL_L-1 I 1 � L_1 � UIVI ° � \� L_ I I / /-I/ \ lV! =1°55'56 3� \\// �99j �/ h o 25I 30 24jz' WI I /�" �0 30 oI I 2 Ij (51'I I /\0 �/ 1 ^ I 1 I \\til v ry/ d� / o I I 1 v A ti Al �/ � \� I I W �J oIV I I° Ae I I zt I 00° oo ect 2 //p 06 v/ I I I o I I I \ tie/ • 23 \\/r' 11 II o5e`� CN�' / I L_ ----------J 1 -- FIP LS #17006 \ L _ U u / \ / h / ° \ 11 .r I I / •, N8701220 /\ \ `\o , / \ \tiR-------L -I L-- \1b s 74.11 a21 Q 00pp ZL \ 6 0 as G ? \ n) / °t` Drainage & utility •rn Q <> N89 2125"W 205.98 / 511 a� - \ g Y .1-'' dx3o \' p /^ 1, / bo�j9 \\i`I / p6 \\ \ p_ °41' L Gc 305j \\ \ /,09� 0 7 1 \ �O \� _ 54 30. n)�/ / C\ Easement p \\ �\ 1$43 33 \\\\ / X051 16 ,� '/ �kh epyJ 27 �-�5100�� \ \ i �j_ o� QD _- L=62. 05�� / 3 I W 0 �u I CJ - - 32.04 \ V �A/ vlti o° r---- -'j <> �...... \ 21 �o C9/Ib \ e s 1279--' \ L_U, h /11 / �� NI r,, V �1s3o)\s��ss X305`01 36 <\ I N \ / / a / 1z / 1n / A� s 5t „r \ 4 o I ° a, \�// 1�9 ��5 OUTLOT B \Z i 12 _ south line of ,y� OLD SLOCUM TREE FARM d I h IN I W I I ip 5 �: \ / Edge30II 161,6 \2 of Wetland 002/2 66 2 \fly \`• 0 �ti '54E 25A0 � I /% N8°�N'ry0 � \ I oj4O$" \ ia1` _---N8701220_W 123.37 1 25.22 Drainage & - - - - - - - N7 30.08}Utiity EasementN87O21+21"W'236.66 4 .s ary �. FIP LS #12043 -�' l0� N 1. 8 "\- -i - "FIP LS #12043 i � � N NO 345TE _ it 60 I FIP LS #12043 N8605359"W 694.73 .7 _ -"__ 4 .74 NC�1 ° 1 A1/1/l rl �)I rl/\r- l lr-Ir,l 1T^ V V U l../ LJ 1 \ l L/ lJ -7 L_ l l7 L 7 / FIP LS #12043 - Flio LS #12043 -�' FIP LS #12043 - 1.3ry03 uJ uJ I vvvvLul\ILJvC_ T7t-_IvT71 ,^ -1 LJ LJ I/ lJ I v The north line of Lot 2, Block 1, OLD SLOCUM TREE FARM is assumed to bear N 87012'20" W. o Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 • Denotes iron monument found and marked as shown LTJ "E I Services, Inc. Sheet 2 of 3 sheets !W ITI /r -n r n, !n �� rr-�� nr- Tl Ir- n In��,-/ 11n1r- - r �1 / n �� rr-�-� nr- ^r-/� ti T ,-� I p . vvlr7C-1-�. I �vr1/\l�_l\ tel- InL-_ lV�I\Inv�c-S, �v�-�l\�L-_l� I I Ory _ south line of the SE 1/4 ^ l l I /r-1 \ i Ann 1'r'I r-1 n / r of the NW 1/4 AA'ry�p p p �v v nl V L -L_ l r-1L"L.JI l l�I y I-- i-- FIP LS #17006 NO2°4730"E p 0 ? 6.03`=:: -- - --_-- ==��g N87°12'20"W 438.60 720 --�\ \\ - FIP LS #19162 I I0 50 100 150 200 Scale in feet No monument symbol shown at any statute required location indicates a plot monument that will be set, and which shall be in place on or before the 25th day of February, 2006. Drainage and Utility Easements are shown thus: I I I I 5 I I -----10 I I 10 (No Scale) Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. - - - - 173.28 - - o- - - 128.34 '-� 49.71 N87009'30"W 492.25 't �\ 76.98 0 -� --- 112 00 / 112.00 it, i p W I I \°' ni - - -� l- -L -- 11200 /i f --------- 1 106.54 N 1 I 110 10 -I rn / / I I M i M O N I 13 6 \ = I n &II I" 7°31'53"E 112.38 ,1 IN /� i 1 NI 1 i n i N ` r-------1- r ------- s ^i N? o N I %I T1 r------ ' T y 1 L'1 30$8 60 17 s ct \ 1 u� t ps57 0 ')\� 1iO� N dPA 0 -'44 14 Wn005 02 to\�oFeIs i;_,ryo �� °� \ °° o. \ 0 pe / a6 O° Zr\ / / / v \ Wpcn' o \ N87023'58"E 142.57 J O ON roo\ 116•1 2/ //// \ \ \ oOo I h1 } I W W1 Drainage & Utility ""� I 1 Drainage e & Utility vIDrainage &UtilityEasement I I i.' II 5 Easement ho nN °I 6 0l I 7 I 8 I I o8 o\ 1°�/ o I NI W I I I al I I o iiN \ ?/ // I Iz I NJ I o 1 I I N I I I Ja /1'7- Z1 I zl I I° I I I \ / / f°N \A I I 11010 ;: \ ��=89_76_'_---J I_ 1 Drainage &Utility _� )' \ 87.66 L�7.40 48.30 L--------� L----------- 1 --_ __ I I ICOY)^ \\i y, y Easement - �` `:. w 3.p1 " L- 11200 \ \ _ _ _ - J I I 16j3% 112.00 11200 - L -----------I Nh i Qo�s ,kry/ / 'A 1 P/NEHURST DRIVE I ° I �I I I 33 I� C L11.1 AD0 °1 _ - - - FIP 112- 0 /2 " oA3 /,q2 2g2.N87°1220"W OPEN865 524.280 FIP 1/2 350p 040,_NO2°740'E 305.64 46,32,5 19.07 L=57.15 � 5314 1r'L 05 911 i 133,8%-1 r0=101356'-----1-----. ' S8 ' � 128.03 r---- /� lJL_L-1 I 1 � L_1 � UIVI ° � \� L_ I I / /-I/ \ lV! =1°55'56 3� \\// �99j �/ h o 25I 30 24jz' WI I /�" �0 30 oI I 2 Ij (51'I I /\0 �/ 1 ^ I 1 I \\til v ry/ d� / o I I 1 v A ti Al �/ � \� I I W �J oIV I I° Ae I I zt I 00° oo ect 2 //p 06 v/ I I I o I I I \ tie/ • 23 \\/r' 11 II o5e`� CN�' / I L_ ----------J 1 -- FIP LS #17006 \ L _ U u / \ / h / ° \ 11 .r I I / •, N8701220 /\ \ `\o , / \ \tiR-------L -I L-- \1b s 74.11 a21 Q 00pp ZL \ 6 0 as G ? \ n) / °t` Drainage & utility •rn Q <> N89 2125"W 205.98 / 511 a� - \ g Y .1-'' dx3o \' p /^ 1, / bo�j9 \\i`I / p6 \\ \ p_ °41' L Gc 305j \\ \ /,09� 0 7 1 \ �O \� _ 54 30. n)�/ / C\ Easement p \\ �\ 1$43 33 \\\\ / X051 16 ,� '/ �kh epyJ 27 �-�5100�� \ \ i �j_ o� QD _- L=62. 05�� / 3 I W 0 �u I CJ - - 32.04 \ V �A/ vlti o° r---- -'j <> �...... \ 21 �o C9/Ib \ e s 1279--' \ L_U, h /11 / �� NI r,, V �1s3o)\s��ss X305`01 36 <\ I N \ / / a / 1z / 1n / A� s 5t „r \ 4 o I ° a, \�// 1�9 ��5 OUTLOT B \Z i 12 _ south line of ,y� OLD SLOCUM TREE FARM d I h IN I W I I ip 5 �: \ / Edge30II 161,6 \2 of Wetland 002/2 66 2 \fly \`• 0 �ti '54E 25A0 � I /% N8°�N'ry0 � \ I oj4O$" \ ia1` _---N8701220_W 123.37 1 25.22 Drainage & - - - - - - - N7 30.08}Utiity EasementN87O21+21"W'236.66 4 .s ary �. FIP LS #12043 -�' l0� N 1. 8 "\- -i - "FIP LS #12043 i � � N NO 345TE _ it 60 I FIP LS #12043 N8605359"W 694.73 .7 _ -"__ 4 .74 NC�1 ° 1 A1/1/l rl �)I rl/\r- l lr-Ir,l 1T^ V V U l../ LJ 1 \ l L/ lJ -7 L_ l l7 L 7 / FIP LS #12043 - Flio LS #12043 -�' FIP LS #12043 - 1.3ry03 uJ uJ I vvvvLul\ILJvC_ T7t-_IvT71 ,^ -1 LJ LJ I/ lJ I v The north line of Lot 2, Block 1, OLD SLOCUM TREE FARM is assumed to bear N 87012'20" W. o Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 • Denotes iron monument found and marked as shown LTJ "E I Services, Inc. Sheet 2 of 3 sheets C) 0 50 100 150 200 Scale in feet PINEHURST PRELIMINARY n,n,_)-r !IA/F-^T nl IAL)TF-,_) nr- Tl !r- ^/ll I-Tf !IA/F-� T jl/ IAL)Tr -L) I V V l \ I �7 V V L_ .� l l�/ V7 -I / \ l L_ 1 \ V f l %7 L_ I lJ V I r7 V V L_ V/-1 / \ l L---1 \ northeast corner of the - RP LS #4374 NW 1/4 of the SW 1/4, of—\ f FIP CAPPED -�` Sec. 3, Twp. 116, Rge. 23. \ I FlP 1/2" OPEN 1 1/1 /F-1 \ / A F-\ n / Tl /) n I if FIP LS //9903 288.79 h N87012'20NW 88Z51 \ /� / �_ FlP 1/2" OPEN ..1 /-7/ V L- L- I /'-I LJ LJl l / V / V O aW C� C� C� L_ r 1 Cj �I `I J C� C� I t U J �\ ; fry fY-, J 1 1 1 1 1 No monument symbol shown at any statute required location indicates a plat monument that will be set, / and which shall be in place on or before the 25th / day of February, 2006. / Drainage and Utility Easements are shown thus: II _J II 5 I I I I 10 10 J ----JI L ----%----- I (No Scale) I Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. 123.49 h60.03 / / /_'. — — — — '-- — � 140.30 7 N87o12 20"W O Edge of Wetland_107.92 _ 87-1220-W o of — ,7070�95�� GS I NO2o2g1603�' I / \ I I� owl I8 / ^N \\Rood J �� / 7 \\ 1 1 to o \pons. ^. 1 1� N \\� i- 3go43 3E l of o o I 1r \,3\ a, 0 6046'2010' Li L_ lJ v / Bio •.' oN\ / g \ s \ 8.98 010'6 6 \ -282"10'j \i 0 N6i � Nil � 0 \�P 0) Dk� • 75 R_30 0 \ M \ � � \ CO �o /006 045/ / -- i 1 cn \ o o /rn \ \ /N'(0 / / ->✓ y0 / / .�52 kro000 i 60 \ o / 01� \ R i � 1 ry o h / y 1 0, h8 / D' k1 9 / 9 3 co Jt$ 86/ oy10g5 Ti ,'_ n i ^ /f, ryp kIV o1� k I o \\ to1� �e� 1,� /; /1 .F %/ Zik//// D'31'35 I�`\ �D 'm �� d' �// N6 ice/ 1 OUMOT �i l h I / / . /6. \g / / Op / q 1 0 oo 051 00 .S I`Ow oa 27,•g5 / -' \p/� �.. �/ / 'h / / / �2k' �n �_ \ � �o ` I h om �� 1 / / < ` 019 46 �6638� 12 Vp 92.11 1\ /� / 21y/ R\ /S qq 7g0 j0 •,'43 03� -' / / 0 k0 / j / / ^ \\ -\ / l / ��\ �0�/ / / T ^ N 880 4'38'E ' I I 3 / / 10t' A If I \ 055i / \� \ 50 0: / / V. Edge of Wetland - , yl is / ? \ 56 / / / \�� / / / / n Drainage & Utility Ny �/ / a,N 30 X 4 19 Easement 13 / / FIP 5/8" OPEN � / �N � r' / 1 JB A RO / 'i I �oo\ \ ��' T2o62jso / 18 \ I 2 /3g. I( L_ u l oy5 v\ I �� \\ N62033'24"W_,=-7P'�\ N3402745"w� \\` ----�/ I // \o • sg2i 922 C 77 — _---� i �'�OJtt \ 13.85 0 8.50 N87 4455"E / 0^ ��\ a tis23 s3 83.27 \ 2 \ / / ^�\ � 0 06� � � R R2S/NFyURST \ \ �0y N62032'p6"W 30 I \� a` R, ?2 "0. 00 LSII�VE _ �d siv `\w _ X5.00 0C % ........,6 I i' I \ ` page 68 / dX303�000 I o \ , Dr0 er+je� gy/ / �; d8 37" .79 west line of , \ / \ \16? 15 / / 0. �oo i \ y0 \ y. Eos ^Oq/ // l 85_37_' C_79.68=18°I 5_ \ Lot 2, Block 1 OLD SLOCUM TREE FARM • \ J Vy� \ 03 \o / `\' • \ = / \3616 38 )`'1o k', I 10� "\ / / y0'/ u1 0 I Edge of Wetland - 0--------�%' C` -1- 89.30 No .4 / 19 0 y 20 w, V. N88o3038"ty 'rv1• , \ Pi/ / „I O0 0 L----- —tR - FRP LS #22414 • � � a � I N,+ , \ � ?Z6• 0 0 _ south line of -'/ OLD SLOCUM TREE FARM. south line of -,/ 13 •y0 �.— — — l iOLD SLOCUM TREE FARM a N87°12'•0• 10.7 ---- 530.57____ 5oy6� 74.69 -4- 735.40 / h v I N87'21 X21 "W 0.9 ��)r-nlr�r-nl ��/�n/n + ' 403.89 L. l\ �_ I V L� �_ l V t✓ f V L-1 -' -:�C) A r\r117-1 A/�\ IA/nnnE)/rte/,r- 1 !r-f/,l 1-7--ren/r-\ A rnnfT/)A \LJ /-,L-1L,1 l /�„ V aO VV L/IILJI \/LJ\2 L_ %7L_1\217 1 ,.' , / vLl „L -1L -I I k -/l V The north line of Lot 2, Block 1, OLD SLOCUM TREE FARM is assumed to bear N 87012'20" W. o Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 23021 Denotes iron monument found and marked as shown Westwood Professional Services, Inc. Ch cc1 3 nF 3 chcnfc PINEHURS T KNOW ALL MEN BY THESE PRESENTS• That Plowshares Development, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Carver, State of Minnesota, to wit: Lot 2, Block 1, OLD SLOCUM TREE FARM, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota. AND Lot 1, Block 1, OLD SLOCUM TREE FARM, according to the plat thereof on file or of recoord in the office of the County Recorder, Carver County, Minnesota. IGS!/] That part of the following described property. That part of the Southeast Quarter of the Northwest Quarter of Section 3, Township 116, Range 23 West described as follows: Commencing at a point on the South line thereof distant 1056.5 feet East of the Southwest corner thereof,• thence East along the South line thereof 231.5 feet, thence North 2 degrees 55 minutes West a distance of 219.5 feet; thence South 84 degrees West 86.6 feet; thence South 87 degrees 15 minutes West a distance of 138 feet; thence South a distance of 204.7 fet to the point of beginning. Which lies south of a line and its extension drawn from a point on the East line of the above described property a distance of 6.8 feet North of the Southeast corner of the above described property to a point on the West line of the above described property a distance of 8.2 feet North of the Southwest corner of the above described property. AND That part of the following described property. That part of the Southeast Quarter of the Northwest Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the southwest corner of said Northwest Quarter; thence easterly along the south line of said Northwest Quarter, on an assumed bearing of South 87 degrees 12 minutes 20 seconds East, a distance of 2,136.74 feet to the point of beginning of the parcel to be described; thence easterly on an extension of the last described line o distance of 261.22 feet, thence North 02 degrees 47 minutes 40 seconds East a distance of 204.82 feet to a point hereafter call Point A; thence North 83 degrees 40 minutes 20 seconds West a distance of 197.60 feet to c point hereafter called Point B; thence South 02 degrees 47 minutes 40 seconds West a distance of 40.0 feet; thence South 40 degrees 08 minutes 28 seconds West a distance of 105.50 feet; thence South 02 degrees 47 minutes 40 seconds West a distance of 93.13 feet to the point of the beginning and there terminating. Which lies south of a line and its extensions drown from a point on the east line of the above described property a distance of 8.2 feet north of the southeast corner of the above described property to a point on the west line of the above described property a distance of 7.2 feet north of the southwest corner of the above described property, according to the plat thereof on file or of record in the office of the County Recorder Carver County, Minnesota. AND That part of the Northeast Quarter of the Southwest Quarter of Section 3, Township 116, Range 23, Carver County, Minnesota lying north of the north line of WOODRIDGE HEIGHTS, WOODRIDGE HEIGHTS 2ND ADDITION and WOODRIDGE HEIGHTS 3rd ADDITION and south of OLD SLOCUM TREE FARM, according to the recorded plats thereof Carver County, Minnesota. Has caused the some to be surveyed and platted as PINEHURST and does hereby donate and dedicate to the public for public use forever the road, court, lane, and drive, and also dedicates the easements for drainage and utility purposes as shown on the plat. In witness whereof said Plowshares Development, LLC, a Minnesota limited liability company, has caused these presents to be signed by its general partner this day of . 200 . PLOWSHARES DEVELOPMENT, LLC -00 Todd M. Simning, Chief Manager STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 200 , by Todd M. Simning, Chief Manager of Plowshares DevTlopment, LLC, a Minnesota limited liability company, on behalf of the company. By Notary Public, My Commission Expires County, Minnesota PRELIMINARY I hereby certify that I have surveyed and platted the property described on this plat as PINEHURST,• that this 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 have been correctly placed in the ground as shown or will be correctly placed in the ground as designated; and 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. By Craig W. Morse, Land Surveyor Minnesota License No. 23021 STATE OF MINNESOTA COUNTY OF The foregoing Surveyor's Certificate was acknowledged before me this day of Craig W. Morse, Land Surveyor, Minnesota License No. 23021. By Notary Public, My Commission Expires 200 , by County, Minnesota CHANHASSEN, MINNESOTA This plat of PINEHURST was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof held this day of , 200 , and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statutes, Section 505.02, Subd. 1. M Mayor CITY COUNCIL OF CHANHASSEN, MINNESOTA Clerk COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 200 John E. Freemyer, Carver County Surveyor COUNTY AUDITOR, Carver County, Minnesota I hereby certify that there are no delinquent taxes for all years prior to for land described on this plot and transfer entered. Dated this day of . 200 By Mark Lundgren, Carver County Auditor COUNTY TREASURER, Carver County, Minnesota I hereby certify that the taxes payable for the year 200 for land described on this plat as HIGHLANDS AT BLUFF CREEK have been paid on this day of , 200 . COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of PINEHURST was filed this o'clock .M. as Document No. L -a M Tom Kerber Carver County Treasurer day of , 200 at Carl W. Hanson Jr., Carver County Recorder CITY OF CHANHASSEN R ECERVE0 MAR 0 3 2005 ENGINEERING DEPT. rvEsrwoov Professional Services, Inc. Sheet 1 of 3 sheets I0 50 100 150 Scale in feet PINEHURS T % \ r - - - - - 17328 - - - 34 4s.7 128. J4 " .98 X12.00 492.25 76 p \ w ro N87°09'30 W 112.00 h I I \T rn ---Drainage &Utility -- r- - -. - _ � T 1 11200 N I Easement 1 - - - - 110101 - - - - - _1 j I 106.54 �1 o D It p o \ __ 1 I h R) I N I J6 \ 2 111 sl i\ 1 'S3031 ° N l---------N-1-I- r --------r - T // / / _ _roo\ \ 8•1 2/ / // / \ �.- \ o I h� I lu I .i roIr------ I Drainage &Utility � l IVI -1 v 10I I Easement Drainage &Utility Drainage e & Utility 0 10 1 I 1 Easement Easement yI'� 1 o r.N fI o\ oto %k/ 6I I % Ila I 8 I 08 NI I I n I I I I a Irco 11\ // °\ \A 1 1 110 10 L_\./ I N v // p=e�9'16" I 1 I I I Q I m 1 \ - L 57.40 ----J L---- I I I I I I W t? Z N \\ Drainage & Utility i:. w / - - - 1J L - - _ _ _ t e \ Easement I k%- '. 0 j3013;p1�L=87.66 Io 48.30 11200 '\ 112.00 ----� I----- 11200---I1010L----------J Nh \i ' 6�z / I i�i P/NEHURST12285 DRNE o 2 _,, , - - o FIP 1/2" OPEN - �� oke &6 2 °5� 2.07 -- - - - NB7°1220"W 524.28 <Jh / 9ok6 . t 6 0" L 28 56.00 i h 218.64 - \ - - - FlP 1/2" OPEN -\ •o \9 of p'k R' I ;_a_NO2°4740" 305.64 - S0 k6i 321 ' 55 - 19.07 E L=57.15 1 53.14 j 1 `� •� r� r, g5 10 13 56 - - 13523 I�, 33 ,--1 ro= - I r----------- 7 128.03 > o /y2 �y7�a I I I I F - UL_L-1 VI 26/b' 0 I o 25 I N 30 24 1 to WI i // 03o 2 N /�a a /�� d\ 0 49 IV ,/ ye°i �. 23 \\ \�' I /� /{> I 1 a�ooeF I I // 0\ ------ _J `\ `- FIP LS ,jr17006 \ \�> L _ l./ \i f \ I I F. / I I / k� / I ° - - - - 3 ,\ \ \ pt) N87 1220"W 13L39 / 11/ \ \ \ASO, l 74.11 / 80.67 51.20 kh \ /e Z \ �/ / " r IVA, Z- _ '� R80 \ air F' S9? _ v 9 \ / / kp Op g W r N O ry�p ` // \\\�>R / $60 /0 6� N89°�25"W 205.98 --= 1�0, ``/ &AdyS s>a Vic,\ �h/ /opt h %10131..... Q O 1 / �' i \ o'h/ /0`L Drainage & utility __L_ I rn N ¢1°5�'A'4�3o3p, " \ \�O / p� / koy9 ti�\�'� / 2k6 \D \ > \�=54_41 3p., �y'S/ / C\ .Easemenf o ,yp. ''b`I'�9 Gc1S.,i3 'S7 \ \ \ / 10 �0• r ph J _� to0 1 \` O oy O L =6Z OS " �'t k�h�\ \ \ / ph h ,4 iC /� e 27 / 01- \ �`' /�,n^�0 I ,W O 4t 3A`05�$/ D� \Z� i>� \��t' CV 4j/ c°`cede°a 9 ko06 moo`` i / ,f \\ 9 9 0 �5�4.5Cz 7 C\�` I ' �O / \ i oo a p9 / m. u L dL D . ti/ 0 \? ! 4.14 I, \? 4F h 'SSo �i �� k6 1 Y\ Z \> e x, / ; _ �'�� o \ "J/ 1 \ ��j oro' \ dP \\ rn �`L/ oob 12 m V oo 87°2314pS. r t----------- - `9T -J O ZO 32.04 i U \ V \ >� i \C 7 21 o \\ 1279- nT tV tl`6: =305 1 3$ \<\ 4 cNi IZ� N rV \ / DRAINAGE AND U71LITY a /iJ v / \ �S� / �t / 8Y9A 0 1-+ EASEMENT OVER ALL ry : ^ / \ \�?S /k�O oFourcore cb*/ OUTLOT B V b• b• xv/ Ln ( r� I 1 \ \ 2 � 2 No monument symbol shown at any statute required location indicates a plat monument that will be set, and which shall be in place on or before the 25th day of February, 2006. Drainage and Utility Easements are shown thus: I I ---� 5 10 10 � I I I (No Scale) I Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. TED , _ south line of r OLD SLOCUM TREE FARM / / Edge of Wet/ond 89.77 N87°21'21 "W 336.66 --' -! RP LS #12043 FIP LS #12043 VVVIJL-1I\fU\7L_ The north line of Lot 2, Block 1, OLD SLOCUM TREE FARM is assumed to bear N 87°12'20" W. o Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 2JO21 • Denotes iron monument found and marked as shown SIJ I I +� �n I ITl I r- A ^T n I r A L)Tr-E) n r T! r r- !\ In LIT/ IIA/r-^-r n I / A ILI o I o I \\mom o o UV I F7 L_/-I.� 1 l(V/-1/ \ 1 L_1 \ Ul- l r7 L_ \1Ul \ 1 r7 VVL_.: l WU/-1/ \ l L_I Ul- .:L_\ \,, l /, l \. vl 0 op223"E/ �9��8E o 10 b• I •d` I I ro 66 22f-' 050 N%� I _ south line of the SE 1/4 ^ r r /I Ir -1 \ i A /1 n I -rl /l I v r of the NW 1/4 r7/ v L_L_ l /�l�til r I vl v ; NO2°47'30"E PRELIMINARY ° Q �Y ° ° ° -- N87012' -W �- FIP LS J/17006 �N87120'W 6.03_<=-- _-_ 1 _ _ __� S 438.60 720 c \ \ �- FIP LS J/19162 ^1 n \ I ��10 % \ r - - - - - 17328 - - - 34 4s.7 128. J4 " .98 X12.00 492.25 76 p \ w ro N87°09'30 W 112.00 h I I \T rn ---Drainage &Utility -- r- - -. - _ � T 1 11200 N I Easement 1 - - - - 110101 - - - - - _1 j I 106.54 �1 o D It p o \ __ 1 I h R) I N I J6 \ 2 111 sl i\ 1 'S3031 ° N l---------N-1-I- r --------r - T // / / _ _roo\ \ 8•1 2/ / // / \ �.- \ o I h� I lu I .i roIr------ I Drainage &Utility � l IVI -1 v 10I I Easement Drainage &Utility Drainage e & Utility 0 10 1 I 1 Easement Easement yI'� 1 o r.N fI o\ oto %k/ 6I I % Ila I 8 I 08 NI I I n I I I I a Irco 11\ // °\ \A 1 1 110 10 L_\./ I N v // p=e�9'16" I 1 I I I Q I m 1 \ - L 57.40 ----J L---- I I I I I I W t? Z N \\ Drainage & Utility i:. w / - - - 1J L - - _ _ _ t e \ Easement I k%- '. 0 j3013;p1�L=87.66 Io 48.30 11200 '\ 112.00 ----� I----- 11200---I1010L----------J Nh \i ' 6�z / I i�i P/NEHURST12285 DRNE o 2 _,, , - - o FIP 1/2" OPEN - �� oke &6 2 °5� 2.07 -- - - - NB7°1220"W 524.28 <Jh / 9ok6 . t 6 0" L 28 56.00 i h 218.64 - \ - - - FlP 1/2" OPEN -\ •o \9 of p'k R' I ;_a_NO2°4740" 305.64 - S0 k6i 321 ' 55 - 19.07 E L=57.15 1 53.14 j 1 `� •� r� r, g5 10 13 56 - - 13523 I�, 33 ,--1 ro= - I r----------- 7 128.03 > o /y2 �y7�a I I I I F - UL_L-1 VI 26/b' 0 I o 25 I N 30 24 1 to WI i // 03o 2 N /�a a /�� d\ 0 49 IV ,/ ye°i �. 23 \\ \�' I /� /{> I 1 a�ooeF I I // 0\ ------ _J `\ `- FIP LS ,jr17006 \ \�> L _ l./ \i f \ I I F. / I I / k� / I ° - - - - 3 ,\ \ \ pt) N87 1220"W 13L39 / 11/ \ \ \ASO, l 74.11 / 80.67 51.20 kh \ /e Z \ �/ / " r IVA, Z- _ '� R80 \ air F' S9? _ v 9 \ / / kp Op g W r N O ry�p ` // \\\�>R / $60 /0 6� N89°�25"W 205.98 --= 1�0, ``/ &AdyS s>a Vic,\ �h/ /opt h %10131..... Q O 1 / �' i \ o'h/ /0`L Drainage & utility __L_ I rn N ¢1°5�'A'4�3o3p, " \ \�O / p� / koy9 ti�\�'� / 2k6 \D \ > \�=54_41 3p., �y'S/ / C\ .Easemenf o ,yp. ''b`I'�9 Gc1S.,i3 'S7 \ \ \ / 10 �0• r ph J _� to0 1 \` O oy O L =6Z OS " �'t k�h�\ \ \ / ph h ,4 iC /� e 27 / 01- \ �`' /�,n^�0 I ,W O 4t 3A`05�$/ D� \Z� i>� \��t' CV 4j/ c°`cede°a 9 ko06 moo`` i / ,f \\ 9 9 0 �5�4.5Cz 7 C\�` I ' �O / \ i oo a p9 / m. u L dL D . ti/ 0 \? ! 4.14 I, \? 4F h 'SSo �i �� k6 1 Y\ Z \> e x, / ; _ �'�� o \ "J/ 1 \ ��j oro' \ dP \\ rn �`L/ oob 12 m V oo 87°2314pS. r t----------- - `9T -J O ZO 32.04 i U \ V \ >� i \C 7 21 o \\ 1279- nT tV tl`6: =305 1 3$ \<\ 4 cNi IZ� N rV \ / DRAINAGE AND U71LITY a /iJ v / \ �S� / �t / 8Y9A 0 1-+ EASEMENT OVER ALL ry : ^ / \ \�?S /k�O oFourcore cb*/ OUTLOT B V b• b• xv/ Ln ( r� I 1 \ \ 2 � 2 No monument symbol shown at any statute required location indicates a plat monument that will be set, and which shall be in place on or before the 25th day of February, 2006. Drainage and Utility Easements are shown thus: I I ---� 5 10 10 � I I I (No Scale) I Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. TED , _ south line of r OLD SLOCUM TREE FARM / / Edge of Wet/ond 89.77 N87°21'21 "W 336.66 --' -! RP LS #12043 FIP LS #12043 VVVIJL-1I\fU\7L_ The north line of Lot 2, Block 1, OLD SLOCUM TREE FARM is assumed to bear N 87°12'20" W. o Denotes 1/2 inch by 14 inch iron monument set and marked by License No. 2JO21 • Denotes iron monument found and marked as shown LIJ SIJ I I �I I.^� 5 �^��rr i, `030 30 al ILI o I o I \\mom o o ^oia I I° I vl 0 op223"E/ �9��8E o 10 b• I O ro 66 22f-' 050 N%� 1 C, N82°25'54E 25_2225.22 " \ 4 25. 0708Drainage10.-_---? 02221"W -Utilty Easement \ } �N87120'W 3000 0' 146.69 0 ^1 n \ N 121.78 NO2 4 l` so I FIP LS #12043 -�' N86°5359"W \, 694.73 7 ir,, r r r -I ;7 r r-r,� r7L_l\7r7 I .: � FIP LS #12043 -` FIP LS y12043 -�/ �r FIP LS 12043 LIJ SIJ I �> I <` C� I IA//)/l rl L) l r17\ r- I Ir-l/\l lT^ VV vvL-1 \lL/vL_ r7L_Ivr71 rl A nn/T/'tn I vl \ LJ /-1 LJLJl I UI V I 33 I i I �> J \ J 1 C, I ,J I C� �> I I C� I I o� 1 nn� YY�OY ON ^ 33 i °48'04 "E Westwood Professional Services, Inc. Sheet 2 of 5 sheets C� C� 1_ 0 50 100 150 200 Scale in feet C� C� CJ n II �1_ P No monument symbol shown at any statute required location indicates a plat monument that will be set, / and which shall be in place on or before the 25th / day of February, 2006. / Drainage and Utility Easements are shown thus. .J 5 10 I I I ` I 10 - -- ----JI L----L----- I (No Scale) I Being 5 feet in width, unless otherwise indicated, and adjoining lot lines, and 10 feet in width and adjoining right-of-way lines as shown on the plat. PINEHURS T A I/l 17) T/ II A/-� T /1 I I A [)Tr-�) n r_- T/ I r- ` /11 !TI II A/r-; T /"1 I I A 7)=r-E) l V U l \ l r7 V V L_ ..: l LW V/ -'I 1 \ I L- I \ L/ I I r L_ ..: lJ V l r7 V V L_ I t� V/ -'I l \ l L_ I \ northeast corner of the FIP LS #4374 NW 1/4 of the SW 1/4, ofd FIP CAPPED -�\ Sec. 3, Twp. 116, Rge. 23. \ I � FTP 1/2" OPEN I III it -I �/ A n n ITI /'I A FIP LS J/9903 887 51 I /� 288.79 N87012'20"W \ �/ FIP 1/2" OPEN �,nl V L_L_ I /-I LJLJI I t k/I V LO 123.49 h . PRELIMINA R Y �'°� I ��- / , 6003 66 AA �� /------------7 140.30 ,- -- �` 135.28 _ Edge of Wetland - '� / //6�A N87°1220"W i _ ^�N87°1220"W -Drainage & Liti/ity_;-''Z- / LQ Q)-10792 Easement `� o — 1 _ - 36.95 nrnr �1070�—> �s?o w I' NO2°2g1It 603� iD I • ( OJ / / / I )\^ s"')i 9P � � N h I 8 1 N 1 \ \ s`o`�o : ' m I I Ii:, °°y// •"� / / / / / / // // / / \ \?0\3\fy 1 h� ` IJ ��z'\ 4 3 I3F 1 I 0^l 1 7 \p0R9. \ \iZ AON3609 33 N o mNo I II 1 lI IoIc°ni D-- 0 / / / / I I •yti mss- \ I ? I1 / /1 / � /,r. \\ 4 k3 5 . z \ 7 \•o � , ° 10 f0 I L� L _ L/ l/ f o 5/ 0/ �' / 3 SSS / 46. / \ , \ to �1 1 / \ �O t, E / / _: Q.00� �� °10 y/ / \\ \\ °47'23"E � � L ,�A-/ /06 \\ R 282°/0 g? \/ 0 1'6i / \ N \ N7i \� o 060 1 y� /'28 010 R,30 O - o / / / i \ CO h h/ l/`llp \ O II DRAINAGE AND U77LITY ^ "� / / ,�>✓ i ,�O // v//% 52 000 / / 60 \ o EASEMENT OVER ALL N y1 / / , \$ / 0 A'i OF OUTLOT A / o t� / h h ' S ' / / .5 6 5 / 1 hg rn \ t� \ 0 + / /� / /� �^ 0 / / /� ��y \i// Y i A 0 / .46 R /3 tx M / 00 06 / / /J /,I 86/ / / hh�� . D.11 /; I$g' aij o m\ �� / �' k 1/ "�' / E / e b,/ S / �-' - v�' / 4 'w 1 / �. 1 0 05 / / ")/ 4Y / °y5/ 02 �v & I \0 P 5 / �S / / "�% o v j y6/ // goy y5 �I n / , ry / k°10 / 0 1 VI -Se". e I j / O I li I� i / / .F 4\ ...§ //// 35 �� D rn (' N6 I D OUMOT A 4 /, x I / / , 5 o" / �'' „ „ ° o o Ito \ / /0 0 0 1'0 w w V./ / �t I o5 / h L: iV/ i F, .�") / / o 3 00 w w / �� o / 5 I w \ I yti to tis oh / / / 28 50• p cn ° / 2 I <J / <c 0 5� ocv."a I / / o 2 46 G(') kq ,� a1 \> 9 U1 Z ? tl ^ l \ 73 : i12 + i '\ l s211 D810� I (p `.+..`1 • /� l '1'S 8jN�60 7$'gq oAh / / N88024'38"E 1K !" I A0 25i /to I . Soib / o5yj / \ g0 0,\ / / / 5 Edge of Wetland - _ �• 14 F 6 / / p / / - 4 I `�' 1 / 0'`6 ry �l l� l /1/�l IAA \,y 3Q <�\ / / T��r r I I T A �)A A Drainage &Utility , / / \ rn �+\ / / (0I W pv �- Easement -�^ ��o L/ L _ L l / / / �. L _ L/ u U l Vl s „� / / / \ L_ L_ N I ! /—I / \ / V/ `FIP 5/8" OPEN 1' l I`O N./,(,v �^� I < L _ l / I / 05510 38 'o \ I I 15g 6g' / \ �s a\s��s, _ I 70111 ------- ` • \ \ N62°33'24"W_ '_-7 N34°2745" / / 3 ??' _ I I L Its o — I \`'�sq L -t1 \ 8.50 N87 4455"E / bV 'V6? 3?� , 83.273AKNF + R 5s ° O o N62°32o 06"W i \% v 2 R 2?T Lag/VE _ �,0 s� i \y .f 5.00 n <=�225 R-=95- 00 , i , I i 0 / / 966 L,79 68\ % �• \ I / /p� 4 3°34'20" I 4iv� wl I \ 0`L/ /=1625_37_L=79.68=18°I5'37� \ i west line of \ / N 15 / — i Lot 2. Block 1 • ` \ / ^� \s�o33 . / /ryO I ,n(6 OLD SLOCUM TREE FARM • \i �` \/y / / alV I o 1 O \ \ pc / / Go/, \ ra / / / z / m' mo N\ �3/ / / / r 16 Edge of Wetlond • _ _i!I ��/^ )% '�m rt- ��'/\ O / / � =^h ,0to20 89.30 krn . \ \ N88°3038"W . i ,i !! II ` �• ��\\\`�oe�PP� h °dry i// o\\ h/ L_----- F/P LS //22414 _ south line of a 06' `. \ \ �? 'L / '25/OLD SLOCUM 7REE FARM south line of rn \ �// O 4757 I ' , _ l /� OLD SLOCUM TREE FARM N cjF" 7 A N87°12.0• /�--,— 157.14 -J i o °�6ryr 530.57 — LSI �)� �VIIu� IV I`Ovi VIV I N87 2121 W 403.89 0�\6 h' [}rl A r)rx lT//)AI \ IA//1/l r1 L)In/,[- l Ir-1�,i lT^ r)Al r, A rl r)IT/-1AI I L/ L/ 7/ l l./ I V CO V V l./ l/ LJ I\ l LJ \7 L_ %l L_ l t 7 ri I ... l V LJ /-I L/ LJ 1 I v I v The north tine of Lot 2, Block 1, OLD SLOCUM TREE FARM is assumed to bear N 8701220" W. o Denotes 1/2 inch by 14 inch iron monument Westwood set and marked by License No. 23021 • Denotes iron monument found and marked as shown Professional Services, Inc. Sheet 3 of 3 sheets 0 U Q 0 N co O O 0 N O O c� 0 0 a_ U 0 0 0 O N rn 3 0 0 0 N i7 02004 Westwood Professional Services, Inc. for ucti Preliminary Plat Submittal for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Developement, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: WWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 Project number: 20041064.00 Contact: Chris Moehrl, P.E. Vicinity Map ST. 33: W. 65th ST., 22. 2*3. CRESTVIEW D CRESTVIEW q CIR. N W AD LAKE L UCY (Not to Scale) NO. DATE REVISION SHEETS C1iY OF RECEIVED SSEN SEP 17 2004 CHANHASSEN PLANNING DEPT Construction Plans for Preliminary Plat Submittal for Pinehurst Chanhassen, Minnesota Date: 09/17/04 Sheet: 1 of it C-13 20041 9 INDEX SHEET NO. DESCRIPTION 1 COVER 2 EXISTING CONDITIONS 3 PRELIMINARY PLAT 4 PRELIMINARY GRADING, DRAINAGE, AND EROSION CONTROL PLAN 5 PRELIMINARY UTILITY PLAN 6 LANDSCAPE PLAN 7 TREE PRESERVATION PLAN 8 TREE PRESERVATION PLAN 9 TREE PRESERVATION PLAN 10 GRADING DETAILS 11 STREET PROFILES Vicinity Map ST. 33: W. 65th ST., 22. 2*3. CRESTVIEW D CRESTVIEW q CIR. N W AD LAKE L UCY (Not to Scale) NO. DATE REVISION SHEETS C1iY OF RECEIVED SSEN SEP 17 2004 CHANHASSEN PLANNING DEPT Construction Plans for Preliminary Plat Submittal for Pinehurst Chanhassen, Minnesota Date: 09/17/04 Sheet: 1 of it C-13 20041 9 Q 0 0 0 v 0 0 N m 0 rn 3 0 X x w v 0 a 0 0 11 i a 3 7 O 0 0 N eI o2004 Westwood Professional Services, Inc. Proposed Legal Description Mancino Parcel Lot Two (2), Block One(1), OLD SLOCUM TREE FARM, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota. 9110 Ronning Parcel Lot One (1), Block One (1), OLD SLOCUM TREE FARM, according to the plat thereof on file or of recoord in the office of the County Recorder, Carver County, Minnesota. Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 Legend I hereby catlfy nut tbb plan wu prepared by me a under my Revldomi dimt supervision end that I am • duly LLceosed LAND 5MVEYOA under the laws of the state of h imewb. Craig Morse nws 09/17/04 itoam Na :r CONIFEROUS TREE x FENCE LINE �a DECIDUOUS TREE DECIDUOUS TREE LINE WETLAND CURB & GUTTER 0 STEEL/WOOD POST —crv— CABLE TV Qs SIGN-TRAFFIC/OTHER —CAS— GAS LINE © CABLE N BOX —aorr— POWER OVERHEAD GAS METER —Puc— POWER UNDERGROUND 3 E STREET LITE —sea— SANITARY SEWER r- GUY WIRE —sro— STORM SEWER .o' POWER POLE —Torr— TELEPHONE OVERHEAD ❑e ELECTRIC BOX —Tuc— TELEPHONE UNDERGROUND ® FLARED END SECTION ?'*'' %:g- BITUMINOUS SURFACE I hereby catlfy nut tbb plan wu prepared by me a under my Revldomi dimt supervision end that I am • duly LLceosed LAND 5MVEYOA under the laws of the state of h imewb. Craig Morse nws 09/17/04 itoam Na :r STORM MANHOLE ❑T TELEPHONE BOX �a GATE VALVE HYDRANT WATER METER WATER MANHOLE Q WELL ELECTRIC METER Qs SANITARY MANHOLE co SEWER CLEANOUT ® CATCH BASIN CONCRETE SURFACE Location Map Not To Scale rz Lnke Ann CMW Prepared for. Ix Plowshares Development, Dawn SST 1851 Lake Drive West, Suite 550 named Dmwltts by/ddc Chanhassen, Minnesota 553V NOTE The lot dimensions and areas on this plan are approximate. Refer to the Final Plat and supporting data for exact lot dimensions and areas. Call 48 Hours before digging: All existing easements will have to be vacated for the final plat. NOT FOR CONSTRUCTION01 60' 120' 180, C-13 20041064EXFOl.DWG Date: 09/V/04 Sheet 2 Op 11 Pinehurst tag condition LLC. Plat Minnesota 0 e :1 o2004 Westwood Professional Services, Inc. / \I / ^/ //I /r-/ �/ A nn/T//)AI 9 _ l /-I LJ L-1 v N 87012'20" W —123 214 --- - 141 1-30- -� 1 12 Sf 19,949 sf ' I IN I 19 1 0sf i� I I 6.085 sf �^ 1> \\ �/ // 000 sf / / \\ _ \ i ———— — — - -� <\- �° O 898 sf 112 // I STREET vl I I 0I I 1 18 sf I`° 22,04 f N > 14 15,469 sf I 1 \ , 3 - 8'x24' Stalls 00i 761 22,5,5 sf / / / / \ \ ;\ 1 349 sf i5 \ Z6 \ 26,510 sf \ \ /W /' \ )8� 17.313to / \2 r O Z \ v• \ / �� \ 58 \\58,100 sf 96 — -_-_7— F_4 626. s 33.2 sf22 90 26, 6 sf 111 \\, ` j 2 ; 22,379 sf ,6,10 1 J / //. 177 \/ , / / 14 / U L---- L--- _ 87012'20 W 9 163 ------/ �— __1 530.40 - �`� ------ �1 ai _ — — \ Lel \L-1 vLJL_l V V/ vim` *�Q \// 3r/.5.3r/.5.L ) rl A\�rte rr-)/ T /`1 A / /-I I / \ L I l I l U IN, \ \ \ I — vv I,_/ Ll \lLl 7L- F7L/vf_7 v y � _ � I � Development Data Zoning Standards (Minimums) Total Site Area 27.62± ac. - Lot Width ® Setback 90 ft. (100 ft. on Private Rd.) Existing Zoning Rural - Lot Depth 125 ft. Proposed Zoning RSF - Lot Area 15,000 sq.ft. Proposed Land Use Low Density, Residential - Average Lot Area 20,580± sq.ft. Street Dedication 3.75± ac. - Front Yard Setback 30 ft. (25 ft. on select lots) * Denotes lots w/ 25' setback Outlots 4.02± ac. - Side Yard Setback 10 ft. Total Proposed Lots 42 - Rear Yard Setback 30 ft. Overall Site Density Gross) 1.52± lots/ac. - Wetland Buffer I W Existing topography, wetland edges and existing utilities - Structure Setback from Buffer 40 ft. obtained from others. - ROW Width 50 ft. Street dimensions listed reference back of curb. - Road Width 28 ft. Back -to -Back All streets to have curb and gutter as per City standards. - Cul-de-sac ROW 56 ft. Rad./45.5 ft. Curb Proposed Setback to Private road 25' from B/C Drainage and utility easements shall be provided as required by the City. I hereby certify that ade plan wu prepared by me = cadet my I ewe.,...... Westwood Professional Services Inc. toed. "' 01"th. h'I I'f a duly uomeea Llan suRvsrOR -"— under nu hwa of the Shle of Mfnnewta 7599 Anagram Drive Eden Prairie, MN 55344 Craig Morse Phone: 952-937-5150 Fax: 952-937-5822 Data 09/17/04 Liaema Na Call 48 Hours before digging: GOPHER STATE ONEC bAL Twin City Area 651-454 0 X32 Mn. Toll Free 1-800-252-1,166 C, f �- ----I ----- z,s ------ 1849.28 I I \ I Nr— — I —� (-------- 198 ------ sz 50 I \ -- I I ] r---- 1----,38 --- 28 I I r\ \\ �I Ir //,� I \ \ 1 I------ ---� 17 I I I\ I 6,868 sf iM of 9 I I 10 ///\ I �`,r{� 21,311 sf /j c� I I \ I I 067 sf / I I to to 17,304 sf I I 16,804 sf i.- O N I I I \ /, I I I \\ I I I I _j \ �/ II \ \ --------- J ��\ / I 18.93 sf II 1 1 I \\ \' h6 s�\\ /' // I \ 20, 7 sf > sf I 2 1 1 1 I 1 N 11 9,676 sf 1 1 11 N STREET 1 i / ci 12 17 2 15.93,1 sf 5,935 sf , / /' , �\ � O \ 3 I Nv N \ 1 1 15.392 sf O I \/// , // \\6. ^ / 24.276 s \ \—_--- ---1 I L___------ IIN--------1 \ ,// 6 _ - - 21,695 sf 1994 L - - - - _ 150 -----� 35 -' X52 ---- - / / \mss �3 \ J W IV ,1 < IN STREET — — _ I o —{ --- 204 sf ) \ C \l o 361 r/ I 1 ,'/ \> I I C4 36 1 1 I I ��/ \� �� I 0 6D Z I I 4 I I co V / / / / \ \ ,604 sf I OUTLOT B \ I 8 1 I /'' / / / \ \ \ \ I I o 54,421 sf / \ MJ_ I 18,073 \ W 19,66 f J 1 00, L 18,647 sf \\ \ 418 1 1 1 _ \ \ 7-- \ ,10 �1 145 -----� 1------_____ \ \ I —217— -, 27 - 27 17 n �i rl rl / T/1 n I— LJ /-I LJ LJ / I lJ / V Existing Wetland (typ.) Wetland Buffer Edge (yp.)` I ' I A //1 /l r, t / rl / f - V V \�Wetland Buffer Setbac (t�p1�I I I,_/LJ / \ / L/ l7 L_ I IA//l /lrl,-)/r,/ r- c� I Typical Lot (Varies) DEVELOPER: NOTE: Plowshares Development, LLC. The lot dimensions and areas on this plan Nathan Franzen are approximate. Refer to the Final Plat and 1851 Lake Drive West supporting data for exact lot dimensions and Suite 550 areas. Street Chanhassen, MN. 55317 Phone: (952) 361-0832 N 90 N Fax: (952) 361-0833 Contacts: Nathan Franzen 51 M 7 5 Drainage & — — � \ I Utility Easement 11 I y. PLANNER/ENGINEER/SURVEYOR: III 1 >--Setback Line Westwood Professional Services, Inc. (See Development Data) 7599 Anagram Drive Eden Prairie, MN. 55344 I IPhone: (952) 937-5150 I I 10� . I�N -Lot Dimension Fax: (952) 937-5822 15,000±S.F. � I Contact: Chris Moehrl \ _ Lot Number 1p — — — --Approx. Lot Area 11 I 0' 60' 120' 180' sl o oSetback L — _j Dimension NOT FOR CONSTRUCTION — M-------`� —J 0 90 o C-13 20041064PPF01.DWG (No Scale) Date: 09/1%' /04 Sheet•. 3 OF 11 CrM Prepared for. Dt Plowshares Development, LLC. Dnwa: s5i 1851 Lake Drive West, Suite 550 Record Dnwfna 17daps Chanhassen, Minnesota 55317 Pinehurst PrefiminaU Plat Minnesota E m 2004 Westwood Professional Services, Inc. digging:Call 48 Hours before GOPHERONE CALL Twin City . •/• Mn. Toll Free 1-800-252-1166 __" -- 1 • • III 'l,, ,l n�,`s4\ej� .�� 1' ,.,R�-x ��j/V '- �� , ,� R • • I 'd pa �� "\ m'.- . .� IAF x.-•: A°< hc� - . .[fro' '�.-. �,i" �. �� ,.. '�e� .•.�:;,, n■��.t.! '�►''mac_ . Ifl� • �_ � . _ ' • o • �r �P' 7, � � , f v '�� . `5... .'- ` ' 3 e �� '�V`,-c: ' • �.., 3 �� '�.. - tinvA�F:. �� ` e, o, ��. C v�. ,, •)�;. i' ,. � I � ��. �� :. .,. i 2 �i14: .." .- :. �jl,'�r�►.n-TTe �'� - -�.r- =�RAna /•��. ,nom i i ql 1p –,.I - �� '��. i►i i �1 1. .� •� � �;tom • 1 ��. 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MH -22 C RIM=1035.24 INV=1020.45 5 C� �. -� I L l\ L_ I V L'1_V V lJl I I n n r,ITIJnAI -11J lIlkJ`�K�_/ MH -19 RIM=1044.30 ' INV=1032.80 / f I a 10 T RIM -103' INV=102( J ^I //I /r-1 A r,r,/T/nA/ �7/ V L7_ L_ l /-IL1L-I l lul v r- ,.2t 13 "x6" DIP IV�RIM-1049.2!r- 11 EDUCER H-18 M=1049.20 14 V=1031.30 MH -1615 RIM=1051.31 INV=1019.21 i i i i i D 041.25 3 D19.94 -� PUG Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 cAT, IF � i � C 19 H -2s ! ---- -------- RIM=1062.79 1 ;_ - 10 INV=1051.29--------------- ------ -9 ' . _- 14 15 WET TAP EXISTING • MH -11 12" WATER MAIN i - RIM ;x057.06 13 i 8 - ; H-25 J ' B" G.V. (TYP 18 RIM=1054.12------------------- INV=1042.52 ,Z i Er I F l �!A MH -6 i lI i 1041.33 12 / MH -5 NIV®1023.3 8' 0 RIM=1045. 5 MH -7 OL �' INV=1022. RIM=1035.27/ 17 7 P MH -10 1 INV=10?3.77; Q ' RIM=1048.80 ► i IF 3 INV=1037.20 H-4 i Q 1 MH -24 RIM=1046.11 7 INV=1022.18 RIM=1037.82 / i r INV=1026.22 � 2 ^h 6 RIM=1043.29 INV=1021.89 Z h 16 EX. 12" DIP iz i 3 MH -14 � i RIM=1035.24 I INV=1017.78s H-13 w I' MH -8 - RIM 1031.72 29 IN1017RIM=1039.09 V=. . INV=1024.9 1 g RIM=1035.83 . INV=1021.43 7 lit I 1 HYD. (TYP) . . . . _ . ..A&►►-�_ - 1 OUTLOT B . 6'�A \ \ Por B / I 1 I A //l /1 r- r1 / r- IF-//--,/ _/ T^ /� A / r1 it r1 r1 / T/) A \ / EX. 8" DIP - V V \./ t,_/ L-1 l \ l LI \';2 _ LF 7 L_ / \,2 F 7 I / V LJ /-I LJ LJ l l / / V - _ EX. 8" PVC Ij' �NMINpps "SAIL I A /flt % {I / / r1 T RIM=1030.95 INV=1015.78 8 EX -SAN STUB INV=1005.18± EX-STO STUB INV=1012.87± IJ X. 15" RCP General Utility Notes Legend • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION • ALL STORM SEWER PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. EXISTING PROPOSED AND NOTIFY THE OWNER OF ANY DIFFERENCES. • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR SANITARY SEWER 4 SANITARY SEWER -4- 4- • • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. OF THE PROPERTY LIMITS. WATER I WATER I • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL HYD. W/VALVE HYD. W/VALVE +•} • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER STORM SEWER - - STORM SEWER - N - INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., In THE WATER SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. THE SEPTEMBER 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE CONTRACTOR SHALL VERIFY THE CITY AS -BUILT CONSTRUCTION PLANS TO CHECK REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. LOCATION AND MATERIAL TYPE. • ALL WATERMAIN PIPE TO BE PVC C-900. • ALL SANITARY MAINLINE AT 0.4% MINIMUM GRADE. I hereby mtify flat " plen wu pcepved by me a order my Revidow Prepared for. Services, Westwood Professional Services Inc. � � :I � cul PROPEM°N"` MM Plowshares LLC. � � Development, 7599 Anagram Drive DMWN w)hd Eden Prairie, MN 55344 Chrla Moan, PJL 1851 Lake Drive West, Suite 550 Phone: 952-937-5150 Fax: 952-937-5822 09/17/04 40M Record Pgydit by/date: Chanhassen, Minnesota 5531.7 Dds Ltcm Na \ " MH -9 w `?2 RIM=1037.04 j INV=1025.54 i i 1. 4 sJ 5 3 I cF In rl/fir- - I VV 1, \ Ll l \l L/ \7L_ o+ I I 0' 60' 120' 180' NOT FOR CONSTRUCTION C-13 20041064UTPOI.DWG Date. 09/17/04 Sheet 5 OF 11 Pinehurst Preliminary U ' ety Plan Chanhamm, Minnesota F- P U f N v v v 0 O (tl ONr` ON 0 O1 3 a 0 OL J (L V O v 0 0 (U m 3 V t0 0 v 0 0 N }1 I � ^� � � \ \ � \�� ' I 1 014 _ ♦ ��/ rr� o rqk Plant List I P / / / 10 0 l Planting Notes CODE QTY. COMMON/BOTANICAL NAME SIZEShrub t�� OVERSTORY 113 Potmore Ash / Froxinus pennsylvanica 'Potmore' 2.5" BB Contractor shall provide one year guarantee of all plant materials. The guarantee begins on the date of the Actual location of plant material is subject to field and site conditions. 17hrub Detail Hackberry / Celtis occidentalis 2.5" BB Landscape Architect's or Owner's written acceptance of the Initial planting. Replacement plant materials shall also Discovery Elm / Ulmus davidiana vor. japonica 'Discovery 2.5" BB have a one year guarantee commencing upon planting. No planting will be installed until all grading and construction has been completed in the immediate area. Skyline Honeylocust / Gleditsia triocanthos var. inermis 'Skycole' 2.5" BB Contractor shall provide necessary watering of plant materials until the plant is full established or irrigation system is operational. Remand Linden Tilio americana 'Redmond' 2 5" BB All plants to in specimen grade, Minnesota -grown and/or hardy. Specimen grade shall adhere to, but Is not limited P Y 9 P P Y 9 Ys P (DO/ by, the following standards: Owner will not provide water for Contractor. Northwood Red Maple / Acer rubrum 'Northland' 2.5" BB All plants shall be free from disease, pests, wounds, scars, etc. R�a,e aontomer, e.e snit mole on All plants shall be free from noticeable gaps, holes, or deformities. Provide irrigation to all planted areas on site. Irrigation will be design/build by Landscape Contractor. All information about °,owr°O, a .ndlr11 ..Itn f.admmlahedg it. fired. All plants shall be free from broken or dead branches. installation and scheduling can be obtained from General Contractor. P 9 All alantmq beds Mall receive 4' of ORNAMENTAL 00 Spring Snow Crabapple / Manus 'Spring Snow 1.5" BB All plants shall have henry, healthy branching and leafing. epealflM maim and woos barrbr ubrk Profusion Crabapple / Malus 'Profusion' 1.5" BB Coniferous trees shall have an established main leader and a height to width ratio of no less than 5:3. Repair, replace, or provide sod/seed as required for any roadway boulevard areas adjacent to the site disturbed during construction. Thornless HawthornCrotae us crus -gall! vor. inermis 1.5" BB Edge all plantlng beds with ewcliled / g 9 Plants to meet American Standard for Nursery Stock (ANSIZ 60.1-1990) requirements for size and type specified. Repair all damage to property from planting operations at no cost to owner. edqw wh.e aax,amt to lawn areae Japanese Tree Lilac / Syringa reticulata 1.5" BB -w Shadblow Serviceberry / Amelanchier canadensis 1.5" BB Plants to be installed as per standard ANSI planting practices. No plant material substitutions will be accepted unless approval is requested of the Landscape Architect by the Landscape Contractor prior to submission of the bid and/or quotation. `•'-- �.r.. Sourlfy adm and bottom or hole Use minimum 12" loam planting soil on trees and 6" on shrubs (sides and bottom of hole). '!��::;"R'."'•� EVERGREEN 64 Black Hills Spruce/Picea glauco densata 8'-10' BB Austrian Pine/Pinus nigra 8'-10' BB Backfill soil to be existing top soil from site free of roots, rocks larger then one Inch, subsoil debris, and large weeds. Norway Pine / Pinus resinosa 8'-10' BB Evergreen Tree Detail Tree Detail eaakful plant pit with speaifled backfill moo Scotch Pine / Pinus sylvestris 8'-10' BB Contractor shall verify locations with all utilities prior to installation of plants. Staking of trees optional; reposition if not plumb after one year. SHRUBS 76 Grey Dogwood / Comus racemosa 36" Pot no out mbtlkectad branmm Red Twigged Dogwood Comus sericea baileyi 36" Pot Wrap all smooth -barked trees - fasten top and bottom. Remove by April 1. saw I.ad.rs Moat Nannyberry Viburnum Viburnum lentogo 36"" Pot Open top of burlap on BB materials; remove pot on Potted Plants; split and break apart Peat Pots. xg and akmq b optional:Taunton Spreading Yew / Toxus x media 24Pot Compact American Cranberr ush Viburnum Viburnum trilobum 'Compacta' 24" Pot r.n• out rs Int cted branmm Tap ar naw• . a,a.. aroundo rou> a a Po.< arm. p Yb � P Prune plants as necessary -per standard nursery practice and to correct poor branching. Vol„° lma.re Intact sonar or eek. a• (mk.; baa. grwna Dwarf Winged Euonymus / Euonymus alatus Compactus' 24" Pot stoma wet• to b• z•xz eam.tl .oda .panus Glossy Black Chokeberry / Aronia melanocarpa elate 24" Pot Plants shall be immediately planted upon arrival at site. Properly heel -in materials if necessary, temporary only. Plea a pawl, prate Placa 3 rm t epatfue alt .mntl ,andif Malde root pal. Mint Julep Juniper / Juniperus chinensis 24" Pot ik++Ying and alalang b optional: Saou. 4•e to pml. wi1M1 ' long pdppropHma . Alpine Currant Ribes al lnum 24" Pot All disturbed areas to be sodded unless otherwise noted: sod to be standard Minnesota grown and hardy bluegrass Top or sok. n' abow, grauntl (mac) a to Poet branah, pdpNtlone. M ml. 1 1/z• wide strop. P / P mix. All sod areas shall be prepared with 4" of topsoil and raked to remove debris and ensure drainage. Slopes of SSt tldnq "posts to be 2'X21' WIrW :"nada or parted %.ro wrowing b cdlad f«: wrap tom Snowmound Spires / Spiraea nipponica 'Snowmound' 18" Pot P P P 9 P .tool aamaator poste grouadime upward to fleet b anmm 3:1 or greater shall be staked. Plane 3 pante eguwl•taat . rd as ouLWa roar bat Serve bee to porta with IB' Iraq pdwra,Neae or Place 4• depth of epecieed muton ova NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Pa aD M...o mo, f t/z' wue .rail. plant pit• - do not pqe agomat trunk Four inches of shredded hardwood bark mulch shall be used around all trees within turf areas, ii z x sal Dianne. eaaknll plant pit with epeaflad bamlpl Will Nhere q b called for. wrap from All shrub planting beds (within sodded areas) shall have weed barrier fabric, 4" of shredded hardwood bark mulch and {i groaner. up .vwom to rat branches Valley -View Black Diamond (or equal) poly edging. The edging shall be placed with smooth curves and at least 3' Plea {` depth of .p.aiflee maim owr ` from the centers of evergreen trees. Utilize curbs and sidewalks for edging where possible. Mulch to match existing plant pits — do not pile against Wnk /,,saarlry .leen and bottan' of nae 9 9 9 P 9; conditions (Where Applicable). x B ff Backfill plant pit with syedfled backfill ori 4, r' Ret. to Amakan standard f. Nursery Stoak for mmbnum ball elze. All perennial beds and ornamental grass beds shall have weed barrier fabric, 2" of shredded hardwood bark mulch and Form a' loop watering beam Valley -View Black Diamond (or equal) poly edging. The edging shall be placed with smooth curves. Utilize curbs and ;n�� / scarify skue and boum aof hole sat root bei on unmeturo eubeon or 01 60' 120' 180' sidewalks for edging where possible. s i poctea eon mound matmbg nom 1 !j^ •fir/till f Ref. to Am.kon Standard f. Namery Stook naturof undllns wM flnWd ell• grad° f. 3P dee ball elze. NOT FOR CONSTRUCTION Shredded hardwood bark mulch 4" deep shall be provided in all planting beds adjacent to sidewalks and driveways. F. s• asap watednq baaln C-13 20041064PLP01.DWG sol root ball on ound urMJ eubson . Contractor shall contact Gopher State "One Call" (651-454-0002 or 800-252-1166) to verify locations of all natural �etlou�elima with flnkn a°alt."' e. underground utilities.g`° Date: 09/17/04 sheet 6 OF 11 I rete to amtlfy tfia this Alen wee dulyprepaired ce b9 me Dr under my 1 SAW. Pinehurst direct supervldoa end that I em .duly llmtsed LAnroSCl+ra Prepared for. Preliminary Westwood Professional Services Inc.AR tmda the e �.t of Minnesota. • 7599 Anagram Drive Plowshares Development, LLC. LandscaAe Plan Eden Prairie, MN 55344 Daren M. Iabetee 1851 1.a1Ce TifiVe West, Suite 550 + Phone: 952-937-5150 Fax: 952-937-5822 ikts 09/17/04 Ltomm Nm Z3 RaDord 17n vlo�t��d Chanhassen, Minnesota 55317 Chanhassen, Minnesota • D- - 0=1 rn 3 0 CL d H V O d' 0 O N m 3 V O_ d o Co N Il 0 0 02004 Westwood Professional Services, Inc. PL I_ 0 10' SIDEWALK 5' DRAINAGE & UTILITY 1 EASEMENT BOULEVARD 2.0% SLOPE PL I 10' DRAINAGE & UTILITY EASEMENT 0 0 0 e 12" MINIMUM —I EXTRA STRENGTH FILTER FABRIC— TYPE II - ADD WIRE MESH BACKING TYPE III - ADD WIRE MESH AND HAY BALES STEEL OR WOOD POST SOW 10'-0" MAX. SPACING WITH WIRE SUPPORT FENCE 6'-0" MAX. SPACING WITHOUT WIRE SUPPORT FENCE HEAVY DUTY DETAIL -NF1Ow PONDING HEIGHT 9" MAX. RECOMMENDED FILTER FABRIC, STORAGE HEIGHT / ATTACH SECURELY STEEL OR TO UPSTREAM 36" HIGH MAX SIDE OF POST. WOOD POST RUNOFF 12" RUNOFF T —,mac�-4"x6" TRENCH 12" MIN. 1"-2" WASHED ROCK WITH COMPACTED g" BACKFILL GRAVEL STANDARD DETAIL TRENCH WITH NATIVE BACKFILL ALTERNATE DETAIL TRENCH WITH GRAVEL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. NOTE: ROCK CONSTRUCTION ENTRANCE SHOULD BE 2. REMOVED SEDIMENT SHALL BE DEPOSITED A MINIMUM HEIGHT OF 1.0' AND CONTAIN TO AREA THAT WILL NOT CONTRIBUTE MAXIMUM SIDE SLOPES OF 4:1. SEDIMENT OFF-SITE AND CAN BE ROCK CONSTRUCTION PERMANENTLY STABILIZED. ENTRANCE SILT FENCE 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. TYPICAL LOCAL STREET SECTION (28' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION CL —25' ROW 25' ROW — 14' ■ 14' 1,9Rt70 6%�1 1-1/2" - MnDOT 2350 LVWE350309 WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnDOT 2350 LVNW35030B BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.213 SELECT GRANULAR BORROW COMPACTED SUBGRADE 2.0% SLOPE 1 / ° 11 BOULEVARD 2.0% SLOPE TYPICAL LOCAL STREET SECTION (MANCHESTER DRIVE, 31BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION CL —30' ROW 30' ROW — 15.5' 15.5' — SLOPE 1-1/2" - MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" - MnOOT 2350 LVNW35030B BASE COURSE 12" - CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE I hereby ontlfy that this p1m was prepared by me m coda my &red eupervWmand that I am a duly licensed PROFESSIONAL Westwood Professional Services, Inc. ENGR�t ,coder the law, the tate of 7599 Anagram Drive Eden Prairie, MN 55344 Chris MoehrL PA Phone: 952-937-5150 Fax: 9S2-937-5822 Date; 09/17/04 NQ 40853 2.0% SLOPE PL I 10' DRAINAGE & UTILITY EASEMENT NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. PL Uedxned: ATM ckedm&c3M Akawn: AIM Ramd Drawing by/datc VARIES Sit 6"-3A32 CONCRETE 4" CLASS 5 COMPACTED SUBGRADE CONCRETE WALKWAY 4' MINIMUM NOTE: WOOD OR METAL STAKE BOTTOM OF FABRIC IS 4"-24" BURIED IN TRENCH AS IT WHEN INSTALLED AS SILT FENCE. MAXIMUM DISTANCE BETWEEN POSTS IS 4'. AN ADDITIONAL FILTER FABRIC POST MAY BE ADDED TO EACH SIDE. z z z z 00 0 0 J J J J DIRECTION OF FLOW ON LOT STREET PROFIE 0.5' L 0.5' DIRECTION OF FLOW ON STREET LOT BENCHING TYPICAL PRIVATE DRIVE SECTION (20' BACK TO BACK) 10.00' ROLLS OF SOD BACK OF CURB (TYP) SLOPE VARIES _ 1-1/2" MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24" MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE Prepared for. Plowshares Development, LLC. 1851 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 MATS/BLS SHOULD E INSTALLEE VERTICAL! DOWNSLOI Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 n—T DIRT MAT) KET TYPICAL SLOPE\\' SOIL STABILIZATION' NON—WOVEN GEOTEXTILE ISOMETRIC VIEW FILTER FABRIC UNDER NOTE: TYPICAL TREATMENT 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, WET SLOPE LINING CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT EROSION BLANKETS INLET TURF REINFORCEMENT SEDIMENT FILTER 2. LAY BLANKETS LOOSELY AND STAKE OR MATS SLOPE STAPLE TO MAINTAIN DIRECT CONTACT WITH INSTALLATION THE SOIL. DO NOT STRETCH NOT FOR CONSTRUCTION Pinehurst Chanha6aen, Minnesota C-13 20041064DTP01.DWG Date: 09/17/04 Sheet: 10 OF 11 Preliminary Grading Details Ll 0 U Q 0 0 0 0 N N N 0 0 cD 0 0 o_ U 0 0 0 N 3 i 0 0 0 N 02004 Westwood Professional Services, Inc. for ucti Preliminary Plat Submittal for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Developement, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: . Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 Project number: 20041064.00 Contact: Chris Moehrl, P.E. Vicinity Map ST. IU 33 d Y HILL b � � q W. 65th ST. 22. CRESTVIEW D CRESTVIEW q CIR. N i i )AD LAKE L UCY (Not to Scale) NO. DATE INDEX SHEET NO. DESCREMON 09/22/04 1 COVER 2 3 EXISTING CONDITIONS PRELIMINARY PLAT 4 PRELIMINARY GRADING, DRAINAGE, AND EROSION CONTROL PLAN 5 PRELIMINARY UTILITY PLAN 6 LANDSCAPE PLAN 7 TREE PRESERVATION PLAN 8 TREE PRESERVATION PLAN 9 TREE PRESERVATION PLAN 10 GRADING DETAILS 11 STREET PROFILES Vicinity Map ST. IU 33 d Y HILL b � � q W. 65th ST. 22. CRESTVIEW D CRESTVIEW q CIR. N i i )AD LAKE L UCY (Not to Scale) NO. DATE REVISION SHEETS 1 09/22/04 STAFF COMMENTS (AJM) 1 & 3-6 CIN OF CHANHASSEN RECEIVED SEP 222004 CHANHASSEN PLANNING DEPT Construction Plans for Preliminary Plat Submittal for Pinehurst Chanhassen, Minnesota Date: 09/17/04 Sheet 1 of 11 C-13 20041064CVP01. F- U f Q ru V v 0 0 Cu (U (il m 0 rn 3 0 X x LJ v 0 0 CU N D) 3 / v 0 v 0 0 (U o 2004 Westwood Professional Services, Inc. Coll 48 Hours before d 71 E fi X I Found 1/2 inch I I Twin ty r -- _ /-open IM _ j 54 P //I �r-/ �/ nn/T/nn I n. Tol F� n0 —g — — y �� `€ �� _ — — _' — .— - — — -70 ,no~ W .i /-7/ v L_ L _ I /-1 /J l� I l I i./ l V I I I Found LS 17006 I I Q v aina e a tilit m n G lot of SLOCUM _ X 1.2t I I \ p J � � � — — �__ � — — — X X X X a r1Ln o he Sof 4. A r eos z. — — — "r X X X X X EdgeWetlan c OH fo uti/ides er and driv o T�A1F�r,' B k 57 Oea Page 524. POH •. _" ' ,— -- — V yy��c � � V: •,�` ' I � `^ PO P I � EX/S1/NC �` Y1 r.. ` Drainage and UIX easem t per 6I P __ POH OLLO M TREE F M. I — — \ — am _ _y 1 0 ' \ �� a 9 ) \ I —_ _ — — l — per Doc 86�t5 f � 1 IIc I �\ y t Permanen Troil easem I I Ac I — I ply � t D Per Doc. o. A2 4890. \\ �CD CI1 o ,may / � (� 1��1yi Unlit ease m nt , Ci �) �`� o \ Q / o� -Dr ewa I �y� / O \ \ Q V ` at o O CUM TRE FARM. �p 0.s r1 / per Doc. No. 88865, J� EATSBNc J v Ory. / —b I 0.c\BU1LrnN� R`` Z o � /'Cal I 106 -� 0 0 0 0 o c y sa"cz P fU r /k, `�'a� qty, R� / .aWr / /1 / / I '7 / \ ❑ `� l \ Driveway Ease/ment O f Ac I I I Li L _ 1. 2 / O E /1'r \8\ per Doc. Nd 88865. > I / �( rt I I I 7ENN/r5 CUOURT \ POOL— i�-IV` o l J 1 yy Q ��\ I /, r– 1 Lin 0.c ` J _ __ care i � v'_ �, L_�..vlvl , / I / l�L_is. �l-/-1/�lvl G, I S 02� J ) / — i - _ X - 1056 �t Plat of OLD SLOCI e E FARM. AM E \ I 'CD dge 1fW d � O VV A. COR) / /1-1)ti1 5 452 L 6 105 4 Q� J I / 10 1050-1052�� 0�0 pri woy Easem I /o —_ O �V I r Doc. No. 8 ,^_ � o I 1046 1 — — ��o a \ \\ \\\1�\\ 16 \ .�0�i. / +•_ /0_i'q —� >M ``EBU,SLaR1NNC PUG10,q, /0— 1042 0 G7 jILCN Ilk, G %!/ k \, �o /� 2- 103 �1 38 040— 103 ' 042 1 r �� /---1030, �Qram e � blit ease ent r \ \ � \ J \ i 1 10 \, 36 5 I DrW(na a ility eo§ o X1 3 1034– ne f the fll I \ O I \ of aL0 LO M ti 1026 0.0 �� ` 1 10 Drainage and Utility s�Lnt r L <y \ \ \ \ tt2lof thSe 1 4.0 may, 10 2 �� Res `' REEF I IN�_J - - \1 10 � 8 i 030-.. 026 2� ,1020 / r I �, \ �� 4�4 • —_ — �0 1 12 �\ 10 Q� _ -� ___. l --rf• �->'-'k, n 30 n / �- n / X X F N \ / -"� h:.8 BINMINWS 7RAn ('S�n .._� r / / I A Location Map Proposed Legal Description Legend —Torr— TELEPHONE OVERHEAD co SEWER CLEANOUT ❑E CONIFEROUS TREE X FENCE LINE ® STORM MANHOLE Mancino Parcel FLARED END SECTION a` j ,.; BITUMINOUS SURFACE CONCRETE SURFACE DECIDUOUS TREE J�Jr DECIDUOUS TREE LINE Q TELEPHONE BOX Lot Two (2), Block One(1), OLD SLOCUM TREE FARM, according to the plat thereof on file or of record in all,WETLANDCURB & GUTTER GATE VALVE the office of the County Recorder, Carver County, Minnesota. ® STEEL/WOOD POST —crv— CABLE Tv HYDRANT AND v SIGN–TRAFFIC/OTHER —OAS— GAS LINE w WATER METER ® CABLE TV BOX —Pot--- POWER OVERHEAD Qw WATER MANHOLE Ronning Parcel Q GAS METER —PUO— POWER UNDERGROUND Qw WELL Lot One (1), Block One (1), OLD SLOCUM TREE FARM, according to the plat thereof on file or of recoord in STREET LITE —SAN— SANITARY SEWERS ELECTRIC METER the office of the County Recorder, Carver County, GUY WIRE —sTo— STORM SEWER Q Minnesota. SANITARY MANHOLE ro, POWER POLE —Torr— TELEPHONE OVERHEAD co SEWER CLEANOUT ❑E ELECTRIC BOX Tuc TELEPHONE UNDERGROUND ® CATCH BASIN ® FLARED END SECTION a` j ,.; BITUMINOUS SURFACE CONCRETE SURFACE ' I hereby oertlfy that " a PI. -wee P=•P•r•d by = m under my BBvldaate . Westwood Professional Services, Inc. � tthhe the � `,fes `""° �""H"°x 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5622 Craig Mozae Data: 09/17/04 Licanse Na Lake Anr t) Not To Scale Qww. Prepared for. hn Plowshares Development, LLC. Dnw= SST 1851 Lake Drive West, Suite 550 Reowd De1ring Waate: Chanhassen, Minnesota 55317 NOTE • The lot dimensions and areas on this plan are approximate. Refer to the Final Plat and supporting data for exact lot dimensions and areas. All existing easements will have to be vacated 11i 01101 for the final plat. NOT FOR CONSTRUCTION01 60' 120' 180, C-13 20041064EXFOI.DWG Date: 09/17/04 Sheet 2 OF 11 Pinehurst Existing Conditions Plat Minnesota 91 ® 2004 Westwood Professional Services, Inc. Call 48 Hours before digging: i GOPHER STATE ONE tAL Twin City Area 651-454 0662 it-/ \ / n n n / T/ /1 n I I Mn. Toll Free 1-800-252-1166 289 N 87° 12'20" W r 7 I V �_ L_ l i—I LJ LJ 1 l l U I V I I I I ` /�--, —123 214 / ,•# 0 , -- % ____1 --- --- ( — 14sae .15 sf 1� I I I I 50 I I I \\ — i _— 198— ---_-7 w r--62— — — 138 19.949 sf — ---�—II I —II I ffI ---139— ---�o 171^ 19 28 -113 6,085 sf /,j 2 013 sf I 11 t iI 1 16,868 sf f 21,311 sf 0o \ 0 sf o-' I — coof > / 000 sf _ %i — — — -' — — — -� I I I 1 I I I \ `\ Ol / , / I ^ I \ \ 17,304 sf I I 16,804 sf I II 10\\ 'o\//� /' `\� \ s� J f — ----- I----- I \\ \ l9 I I \ X90 ' I 1 13 �� 18.9 sf II II I _7 10 \ , _ CID OUTLOT A \ I STREET 1 01. �h' z'� I I 1 \ 0, 7 sf hb \, / 120,898 sf Z,`6 �'`' ` 1 2 — _ I A 1 a,l' I 18 lo' I 1 �i 17,75 sf o �/ / 22,04 f ti �I I I I 1 072 sf I p l n I rn <I i `\/ // // ��E /� 15.469 sf 1 i II N 1\ 15,8 6 sf 1 11 11 I 1 I� N .STREET i r 3 - 8'x24' Stalls �� \ \ � � � � � ) \ , , , C I 10 0 / 15,231 sf 00 05 \ \ J \°J' �\ 1 349 s \c,+ 22.51sf // �\ \ \ \�\ / 9"\\ // , \ \ 19,384 s I� N I O ` \ • // ' 1 // / / / \ \ 15 \ \ ` \ \ 1 .15,392 sf ` ?I �\ / �, oD 2s.s,o sf�'' / /'/ \\ \\ — I I � I� / < 2°,275 s \ \ �8 - / 17.313 �. \ ) ` Ing -._--._----\ \ //, 6' � = e / � �j / `',i\ / r' — — , 21.695 sf s \ O �. v' 47T--�` J i \ ' 20,148 58 nZ \ 18,657 sf C \ _ _ — I I / / / 2�6 / / 100 sf \T ��1 \\� -- /% /`\ ST'9Ftc�.' `9e --ia ----- ---- /, j!/ \\ _ '�\ J I 3 150 35 L52 --- _— / °m J3 \ —_ J J w \ 26,363 s / / / ` \ y- 8 (100') to 11 1 12 7 I� STREET \\ 33,244 sf / / 1 / / / \ 80 — --f-- — -i- +--i---- — 9oi \ \ ,204 sf / J \ J, C / y C \ \ \ .a \ // \\\ �I// / / -1 _ -..2. O J \� \ , , Vv rn\ ,36 0 fy� \ \ \ /'// 26.f 6 sf 11 11 1 ///� 2 /'/ I I 6° I �I I /'/' \ \\ 54 ��<\ Y �y 9 22,379 sf _ \ A I I Z 16.102 I OUTLOT B / \ 1 8 I 0000;//// J \ I \\\ .604 sf to I 54,421 sf M �J al 18,073 J J' 177 \�/// / / \ F --o // ` —� \ CO I I I 19,66 1 \ \ I 1 �� / / �Gj'_ I / 1 / 874 � n 198 — — — — 9 J 1220 DM 163 ---- L---- ,4�—t ----� // ` \ L JI / / 18,647 sf \`\\ J 530.40 - I — �I I 070 I I� / Lel \L_I VLJL_I v ! v[J St 61- i-- — *Q0 3r76— _ — no —has�_----- `\\ 27 17; \\ 1A/nnnE)ln/-\r- l lr—I/,l lam-^ n nn/-r/�1n! N v v U l/ U!\/ U\,7C_ r 7 L_ / l 2 r 7/ z/ V U p U U// V/ V I— Existing Wetland (typ.) I /Wetland Buffer Edge (yp.)Lj Lur- \ Wetland Buffer Setba�c (t�lp1 I lA/nnn,�>rn/ r- I (1 Development Data Typical Lot (Varies) DEVELOPER: NOTE: Plowshares Development, LLC. The lot dimensions and areas on this plan Zoning Standards (Minimums) - Lot Width ® Setback 90 ft. (100 ft. on Private Rd.) - Lot Depth 125 ft. - Lot Area 15,000 sq.ft. - Average Lot Area 20,580± sq.ft. - Front Yard Setback 30 ft. (25 ft. on select lots) . Denotes lots w/ 25' setba - Side Yard Setback 10 ft. - Rear Yard Setback 30 ft. - Wetland Buffer 16.5 ft. Avg./16.5 ft. Min. - Structure Setback from Buffer 40 ft. - ROW Width 50 ft. - Road Width 28 ft. Back -to -Back - Cul-de-sac ROW 56 ft. Rad./45.5 ft. Curb - Proposed Setback to Private road 25' from B/C Nathan Franzen are approximate. Refer to the Final Plat and Total Site Area 27.62± ac. _ - 1851 Lake Drive West supporting data for exact lot dimensions and Existing Zoning Rural Suite 550 areas.Street Chanhassen, MN. 55317 Proposed Zoning RSF Phone: (952) 361-0832 Proposed Land Use Low Density, Residential o N 90 N 2 Fax: (952) 361-0833 �- - - - - - - Contacts: Nathan Franzen Street Dedication 3.75± ac. 51 oro ck Outlots 4.02± ac. (5,Z&Lai vk'\fn. �� i — — 15'>- Drainage & Total Proposed Lots 42 1 90' \ Utility Easement �� y PLANNER/ENGINEER/SURVEYOR: Overall Site Density (Gross) 1.52± lots/ac. t/ / / )-Setback Line Westwood Professional Services, Inc. Dimension — (See Development Data) 7599 Anagram Drive Existing topography, wetland edges and existing utilities at Setback Eden Prairie, MN. 55344 obtained from others.Phone: (952) 937-5150 10� -Lot Dimension I Street dimensions listed reference back of curb. ts,000t= F. Contact: Chris oeI� Fax: (952) Chris Moehrl �T —Lot Number All streets to have curb and gutter as per City standards. Drainage and utility easements shall be provided as required 1� � I tP --Approx. Lot Area by the City. — — J 0' 60' 120' 180' 51 0 0 —Setback _j Dimension NOT FOR CONSTRUCTION L— `�-----_—`� —J 0 90 1.2 C-13 20041064PPF01.DWG (No Scale) Date: 09/17/04 sheer. 3 of 11 1hereby �Pb°prepared �mN°�� P Pinehurst ammo mthge o .oa avu r mi a awy u a unla saxvaroa 9/22/O°` � Prepared for. Preliminary . Westwood Professional Services, Inc. ta. ai sme or 9/22/04 Stoff Comments (DML) C11191100a. DL Plowshares Development, LLC. 7599 Plat Anagram Drive Eden Prairie, MN 55344 cmig mpg Phone: 952.937.5150 Pax: 952-937-5622 Record Dowing by/date: 1851 Lake Drive West, Suite 550 Daft 09/22/04 terse x0. Chanhassen, Minnesota 55317 Chanhassen, Minnesota a2004 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHERONE CALL Twin City Area ••• Mn. Toll Free 1-800-252-1166 � � 1 `1i `�� a■� ter:%°'' _��I !� • � ., � 1 1 • r R 717 Fel, 6 24 1 411 KNOW 1��gg••__yy•• " 1 1� a, ♦ ,! ♦ , A , .�� A ' •I V S\\ I, �_� ��'! _•.NII. � -,. �( _ . .'. % 1,j �•• ' .n fig �� .. c I,. ,. ��/ � 'F.,,3.,,: E _ ...,:_ � _;.,. .. � `;. '+It \^M! � - ��,11�n °I—�_..._.'.Ylq_vi,�n...Ln ,rrfa::.: -� ..a. — �`�p�{��(TJ( -� _ ',• zS l\�_.� :,:j:• • f�� ( \``1'f - 1 :.�mm "Mir ffaaov , ' ) . I , � �77 ♦ �%��i" ,. 1, ^i�e►' 1.. 1 1. 1 , ;1 ;. M _ _ 7 .1?� ��a�(Rr�. 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'�� YT�� .�� . ♦ • ♦ _ 7t�i.^'bII.�. - 11�..." ► �r� ,LTI • .a • .•�� _ e / •, ,� .1 ♦ ♦ ♦ r 1 t i• 1' ua.:x�wvau,.'$syt§r^T �1� J♦ ♦ V' �.�w�� ..1 �ill��•�� 1•-•�• F Vii,. • y � _ � • • � �; 11 i • ri,�r• I ,- ' :I • • • • ••_ .• r . c - r - r • gar - • • e.•'r ••r • r • •ar • • r- • • I r • - •- • -♦••mar :• • a • • • • • el :cr• 7 _ IMIN © 2004 Westwood Professional Services, Inc. C) OUTLOT A I U _j LIJ � I t j; 1 I (Y; A/ i MH -19 RIM=1044.30 INV=1032.80 \ AA I r l l MH -23 1 \ RIM=1033.05 \ INV=1021.55 \ ` MH -22 J RIM=1035.24 / \ \\ \ INV -1020.45) H-21' RIM=103• C C� \ \��. 5 C� I J L)I--AlnC -!AI Lam! \ L_ l V LJLJ V A / 1/TI A Iti a N- v -' O O (U N General Utility Notes 0 10 E J I 1/1 /F-1 \/ A F_l F_1ITI/1 A / .;F7/ V L -L_ I /-ILJL_/ 1 1 Ul V ".2t 13 i \ \oJ "x6" DIP S REDUCER H-18 RIM=1049.20 14 INV=1031.30 > MH -17 RIM=1049.23' m INV=1030.78 041.25 3 019.94 I 1 1 4AH-16 15 RIM=1051.31 INV=1019.21 018.55 18 17 16 A RIM=1062.79 1 INV -1051.29 RIM=1054.12 INV=1042.52 2 3 MH -24 RIM=1037.82 INV=1026.22 RIM=1035.24 I INV=1017.78 MH -13 RIM=1031.72 INV=1017.29 n l` HYD. (TYP��------------� . OUTLOT B . PONS A \ / / PT 8 I A l l 1 / r- r- I / l l T ^ A l 11 A F-'\ n 1-7-/--) A l \ / EX. 8" DIP - V V lJ lJ LJ I \ L LJ \ 2 L_ _ T 7 LL \ 2 r 7 / / v LJ /-I LJ LJ L l V I v\ - -_ _ EX. 8" PV( IA r V V lJ l/ Lam-/- l LJ \ 2 _ 3 • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION • ALL STORM SEWER PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. A AND NOTIFY THE OWNER OF ANY DIFFERENCES. 09/22/04 STAFF COMMENTS (AJM) chedcod CRM • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR Ct+ris Moehrl, Pg Data: 09/22/04 uamea Na 40853 • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. v OF THE PROPERTY LIMITS. I r- \J • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL v • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER CD SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER RIM -1039.09' INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE m • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., INV=1024.9 SEPTEMBER 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE • THE WATER SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. THE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. o CONTRACTOR SHALL VERIFY THE CITY AS -BUILT CONSTRUCTION PLANS TO CHECK v LOCATION AND MATERIAL TYPE. • ALL WATERMAIN PIPE TO BE PVC C-900. 0 U I ` • ALL SANITARY MAINLINE AT 0.4% MINIMUM GRADE. INV=17§.54 I I Legend a; :f RIM=1030.95 INV=1015.78 8 12 MH -10 RIM=1048.80 INV=1037.20 RIM=1035.83 INV=1021.43 7 I EX -SAN STUB INV=1005.18± EX-STO STUB INV=1012.87± X. 15" RCP / /f /T^ r7 L_ LI EXISTING PROPOSED SANITARY SEWER - 4 SANITARY SEWER - WATER I WATER HYD. W/VALVE and HYD. W/VALVE �} STORM SEWER - 44 STORM SEWER - N - Westwood Professional Services Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 I haeby adffy &at &b Fnn ..0 FnP"md by m der my dtreet .upervwoner and auk I mm a duly Rammed rxoFEloNAL RNGmrt" undwe I= the skmse of Mangots. RevleWw�� ATM Prepared for. Plowshares Development, LLC. 1851 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 09/22/04 STAFF COMMENTS (AJM) chedcod CRM Drawn: A.JM Ct+ris Moehrl, Pg Data: 09/22/04 uamea Na 40853 Re=d nn!!d% by/dam r, 13 RIM=1046.11 INV=1022.18 MH -3 2 RIM=1043.29 INV=1021.89 RIM=1 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 c� I Cj 11, c � c �j11 I �)i E 15 - I WET TAP EXISTING 12" WATER MAIN I 8" G.V. (TYP r I MH -6 - RIM=1041.33 INV=1023.13 MH 7 RIM=1035.2 1 INV=10?,x.77 FOR CONSTRUCTION C-13 20041064UTPOI.DWG Date: 09/17/04 Sheet•. 5 OF 11 Pinehurst Preluninary U ' 'ty Plan Minnesota EX. 12" DIP 3 im \ ----------- ---- x6s r- \J MH -8 RIM -1039.09' INV=1024.9 \ MH -9 I ?2 = < RIM 1004 I ` INV=17§.54 I I I irl a 9j 4 E 6 6 I I 5 3 I a I I cF IA//�/\nE)/r�/ �- VVl/IJL1 \LLJ\2L7_ I 1 01 601 1201 180' FOR CONSTRUCTION C-13 20041064UTPOI.DWG Date: 09/17/04 Sheet•. 5 OF 11 Pinehurst Preluninary U ' 'ty Plan Minnesota WINI NIP. ME , Illi s_..--_--------"-.....— II _. �I�III��i� _ LOWEV n �1 1', ," , " •. a.., l— �� i.w �1 a I?�y; ev — �_� -�...e •� 1 � • � � '.. -<. 1` j. '� _. ,� Et- - ,�•� '• _ >.,.3•>n'yIr_',i,'� 1w•>ts•.>. A _ -.,�. _ WE` ,;o. �.S _ .. IE`.i. ..: �) ♦ dR� >:: i� • . Al r/11� IIG_.q ^l'.. _ _y�Y �•i.�• . - �• �1\ �• ,•.eJ '-.."-r.� :�.''" 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Y �„ i�`� � ;�� R>'L is Y' i /' � ��/1 � �" _ " �� ' � / �(I � � � ,: Q� r p �.,',.. i� �CU •i�•!•�� IAr � w� �} 1;.^� 1 IY�� •1 ` ;>.^�f :�� +11i!i�•' -v ' 11, -v_ v -v-.,_,._ v - _-__i. .A_G._/_, _L� v-_ �►al 1'�� _ .�'yV �'!•, �'��, d•,,�� , �lll``�.�'r+'A�� ; +",1. - \_" 1 - �'---�---_-----�. • __^ - -�- tel'"• I� 1 , _ 1• IA • MILAN Mill •- On ... :.. Pinehurst • r Y:1' • • 1 • 1 Ir 1. n Plnwshares Dp-velnnr }m H 'AM o2004 Westwood Professional Services, Inc. DRAINAGE & UTILITY EASEMENT 0 0 0 0 10' DRAINAGE & UTILITY EASEMENT O 0 0 e 5' SIDEWALK 5' 1' BOULEVARD 2.0% SLOPE PL i • 2.0% SLOPE P61 SJ�g Op 12" MINIMUM EXTRA STRENGTH FILTER FABRIC— TYPE II - ADD WIRE MESH BACKING TYPE III - ADD WIRE MESH AND HAY BALES STEEL OR WOOD POST —T 10'-0" MAX. SPACING WITH WIRE SUPPORT FENCE 6'-0" MAX. SPACING WITHOUT WIRE SUPPORT FENCE HEAVY DUTY DETAIL PONDING 9" MAX. RECOMMENDED FILTER FABRIC, STORAGE HEIGHT / ATTACH SECURELY STEEL OR TO UPSTREAM 36" HIGH MAX SIDE OF POST. WOOD POST RUNOFF 12" RUNOFF / 1"-2" WASHED ROCK J—� 4"x6" TRENCH 12" MIN. WITH COMPACTED BACKFILL �_ B" GRAVEL STANDARD DETAIL TRENCH WITH NATIVE BACKFILL ALTERNATE DETAIL TRENCH WITH GRAVEL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. NOTE: ROCK CONSTRUCTION ENTRANCE SHOULD BE 2. REMOVED SEDIMENT SHALL BE DEPOSITED A MINIMUM HEIGHT OF 1.0' AND CONTAIN TO AREA THAT WILL NOT CONTRIBUTE MAXIMUM SIDE SLOPES OF 4:1. SEDIMENT OFF-SITE AND CAN BE ROCK CONSTRUCTION PERMANENTLY STABILIZED. ENTRANCE SILT FENCE 3. SILT FENCE SHALL BE PLACED ON SLOPE JL CONTOURS TO MAXIMIZE PONDING EFFICIENCY. TYPICAL LOCAL STREET SECTION (23' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION CL —25' ROW 25' ROW — 14' — 14' 1-1/2' — MnDOT 2350 LVWE350308 WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" — MnDOT 2350 LVNW35030B BASE COURSE 12" — CLASS 5 AGGREGATE BASE, 100X CRUSHED STONE 24' MnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE lip BOULEVARD 2.0% SLOPE TYPICAL LOCAL STREET SECTION (MANCHESTER DRIVE, 31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION CL —30' ROW 30' ROW 15.5' 15.5' SLOPE 6!61 1• 1-1/2" — MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" — MnDOT 2350 LVNW35030B BASE COURSE 12' — CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE . Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 I hereby certify that this Plan av9e Prepared by me m under my I supervision end that I am a duly licensed PROFESSIONAL ENGINEER under the laws oL the State of Kiincwta Chris Moehrl, P.H Date 09/17/04 Lioa.e Na 40853 nsr ct ncF PL 10' DRAINAGE & UTILITY EASEMENT 0 0 0 0 NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. PL i i '1"-3A32 CONCRETE 4" CLASS 5 COMPACTED SUBGRADE CONCRETE WALKWAY 4' MINIMUM NOTE: BOTTOM OF FABRIC IS --� BURIED IN TRENCH AS IT WHEN INSTALLED AS SILT FENCE. MAXIMUM DISTANCE BETWEEN POSTS IS 4'. AN ADDITIONAL POST MAY BE ADDED TO EACH SIDE. WW W W Z Z Z Z 0 0 0 0 DIRECTION OF FLOW ON LOT `11—STREET PROFILE 0.5' 0.5' DIRECTION OF FLOW ON STREET LOT BENCHING TYPICAL PRIVATE DRIVE SECTION (20' BACK TO BACK) SLOPE VARIES —�— _ DaW=ad: AIM Checked: CRM Drawn: AIM Record DmMft by/date 10.00' ROLLS OF SOD BACK OF CURB (TYP) SLOPE VARIES - e• - 1 -1/2" MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24' MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE Prepared for: Plowshares Development, LLC. 1851 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 MATS/BLP SHOULD B INSTALLED VERTICALL DOWNSLOF OR METAL STAKE TER FABRIC Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn Tnll Froo 1—Af1r1-9rr 9-11RR NP DIRT ER MAT) 4NKET ;_ETM WAR OTEXTILI ISOMETRIC VIEW FILTER FABRIC UNDER NOTE: TYPICAL TREATMENT 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, WET SLOPE LINING CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT nTURF BLANKETS INLET EINFORCEMENSEDIMENT FILTER 2. LAY BLANKETS LOOSELY AND STAKE OR TS SLOPE STAPLE TO MAINTAIN DIRECT CONTACT WITHTALLATION THE SOIL. DO NOT STRETCH NOT FOR CONSTRUCTION Pinehurst Minnesota C-13 20041064DTPOI.DWG Date: 09/17/04 sheet 10 of 11 Preliminary Grading Details �_�GGG��►a�� Jiiiiiiisiii% 1-1/2' — MnDOT 2350 LVWE350308 WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" — MnDOT 2350 LVNW35030B BASE COURSE 12" — CLASS 5 AGGREGATE BASE, 100X CRUSHED STONE 24' MnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE lip BOULEVARD 2.0% SLOPE TYPICAL LOCAL STREET SECTION (MANCHESTER DRIVE, 31' BACK TO BACK) REFER TO PLAN SHEET FOR DIMENSIONS & EXACT SIDEWALK LOCATION CL —30' ROW 30' ROW 15.5' 15.5' SLOPE 6!61 1• 1-1/2" — MnDOT 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" — MnDOT 2350 LVNW35030B BASE COURSE 12' — CLASS 5 AGGREGATE BASE, 100% CRUSHED STONE 24" MnDOT 3149.2B SELECT GRANULAR BORROW COMPACTED SUBGRADE . Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 I hereby certify that this Plan av9e Prepared by me m under my I supervision end that I am a duly licensed PROFESSIONAL ENGINEER under the laws oL the State of Kiincwta Chris Moehrl, P.H Date 09/17/04 Lioa.e Na 40853 nsr ct ncF PL 10' DRAINAGE & UTILITY EASEMENT 0 0 0 0 NOTE: PRIVATE UTILITIES WILL HAVE TO BE INSTALLED IN THE ROW IN SOME CASES DUE TO RETAINING WALL RESTRICTIONS. PL i i '1"-3A32 CONCRETE 4" CLASS 5 COMPACTED SUBGRADE CONCRETE WALKWAY 4' MINIMUM NOTE: BOTTOM OF FABRIC IS --� BURIED IN TRENCH AS IT WHEN INSTALLED AS SILT FENCE. MAXIMUM DISTANCE BETWEEN POSTS IS 4'. AN ADDITIONAL POST MAY BE ADDED TO EACH SIDE. WW W W Z Z Z Z 0 0 0 0 DIRECTION OF FLOW ON LOT `11—STREET PROFILE 0.5' 0.5' DIRECTION OF FLOW ON STREET LOT BENCHING TYPICAL PRIVATE DRIVE SECTION (20' BACK TO BACK) SLOPE VARIES —�— _ DaW=ad: AIM Checked: CRM Drawn: AIM Record DmMft by/date 10.00' ROLLS OF SOD BACK OF CURB (TYP) SLOPE VARIES - e• - 1 -1/2" MnDOT SPEC. 2350 LVWE35030B WEAR COURSE MnDOT SPEC. 2357 BITUMINOUS TACK COAT 2" MnDOT SPEC. 2350 LVNW35030B BASE COURSE 6" MnDOT SPEC. 2211 CLASS 5, 100% CRUSHED STONE AGGREGATE BASE 24' MnDOT SPEC. 3149.28 SELECT GRANULAR BORROW COMPACTED SUBGRADE Prepared for: Plowshares Development, LLC. 1851 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 MATS/BLP SHOULD B INSTALLED VERTICALL DOWNSLOF OR METAL STAKE TER FABRIC Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn Tnll Froo 1—Af1r1-9rr 9-11RR NP DIRT ER MAT) 4NKET ;_ETM WAR OTEXTILI ISOMETRIC VIEW FILTER FABRIC UNDER NOTE: TYPICAL TREATMENT 1. SLOPE SURFACE SHALL BE FREE OF ROCKS, WET SLOPE LINING CLODS, STICKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT nTURF BLANKETS INLET EINFORCEMENSEDIMENT FILTER 2. LAY BLANKETS LOOSELY AND STAKE OR TS SLOPE STAPLE TO MAINTAIN DIRECT CONTACT WITHTALLATION THE SOIL. DO NOT STRETCH NOT FOR CONSTRUCTION Pinehurst Minnesota C-13 20041064DTPOI.DWG Date: 09/17/04 sheet 10 of 11 Preliminary Grading Details 0 0 N N N 0 LO 3 A 'A oil WIT --^ --6-- — — — •�c�s�—_ I ' , '; . �'• -, �:'r�� \ �• r ill\`�i `!�� r i II r k1 _ l�illp 10 I I 3 4 st ' ` _ Jr N W � I I \ o 0 6 `D ~ 105a CD 5 Fr Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 o 1w Rd 7 / l CO / �, \. � � � � � � 5� f �. �.-. ' , g---�._� Q3 BHS 13 1050 — - rob � 1050 04 0 / <,oss p t` 10 sry 4 BH1036 Jo,'/ / 100 0,5r Av CD 14 030--t 3 WP D7 ' 1 IVY D T <F -f .� -�� Plant List �� 1 1 i 3 0 / / - i 0 �12 Planting Notes CODE QTY. COMMON/BOTANICAL NAME SIZE �� _ SM 24 Sugar Maple/Acer saccharum 2.5" BB Contractor shall provide one year guarantee of all plant materials. The guarantee begins on the date of the Actual location of plant material is subject to field and site conditions. shrub Detail ABM 20 Autumn Blaze Maple/Acer x 'Jeffersred' 2.5" EIB Landscape Architect's or Owners written acceptance of the initial planting. Replacement plant materials shall also SHL 21 Skyline Honeylocust/Gleditsio triocanthos var. inermis 'Skycole' 2.5" BB have a one year guarantee commencing upon planting. No planting will be installed until all grading and construction has been completed in the immediate area. FGA 19 Fallgold Ash/Fraxinus nigra 'Faligold' 2.5" BB All plants to be specimen grade, Minnesota -grown and/or hardy. Specimen grade shall adhere to, but is not limited Contractor shall provide necessary watering of plant materials until the plant is fully established or irrigation system is operational. PA 18 Patmore Ash/Fraxinus pennsyivannica 'Patmore 2.5" ®B by, the following standards: Owner will not provide water for Contractor. SWO 5 Swamp White Oak/Quercus bicolor 2.5" OB All plants shall be free from disease, pests, wounds, scars, etc. Raaotw a°ntonx• wt .0 mit. an eompmtatl w0 mound matMkg ahmba RO 6 Red Oak/Quercus rubra 2.5" $8 All plants shall be free from noticeable gaps, holes, or deformities. Provide irrigation to all planted areas on site. Irrigation will be design/build by Landscape Contractor. All information about nateml graandine wNh %ehad ate grade FE 11 Frontier Elm/Ulmus parvifolia 'Frontier 2.5" BE All plants shall be free from broken or dead branches. installation and scheduling can be obtained from General Contractor. Au pl.:Hag bade ehdl trocho a of All plants shall have heavy, healthy branching and leafing. •padRad mulch and woad borier fatna Coniferous trees shall have an established main leader and a height to width ratio of no less than 5:3. Repair, replace, or provide sod/seed as required for any roadway boulevard areas adjacent to the site disturbed during construction. BHS 40 Black Hills Spruce/Picea glauca densato (110' BB Edge an pre W=t W. with M anw. Plants to meet American Standard for Nurser Stock ANSIZ 60.1-1990 requirements for size and type specified. Repair all damage to property from planting operations at no cost to owner. .ago where mpaant h r°." ann. PP 29 Ponderosa Pine/Pinus ponderosa 6'-10' BB Y ( ) q YP P P 9 P P Y P 9 P WP 31 White Pine / Pinus strobus 6'-10' BB Plants to be installed as per standard ANSI planting practices. No plant material substitutions will be accepted unless approval is requested of the Landscape Architect by the Landscape Contractor RP 26 Red Pine Pinus resinosa 6'-10' BB prior to submission of the bid and/or quotation. _ scarify em.s and bottom of hole RP -2 12 Red Pine/Pinus resinosa 10'-14' MM Use minimum 12" loam planting soil on trees and 6" on shrubs (sides and bottom of hole). PC 6 Prairiefire Crabapple/Malus x 'Prairiefire 1.5" BB Backfill soil to be existing top soil from site free of roots, rocks larger then one inch, subsoil debris, and large weeds.a e Contractor shall verify locations with all utilities prior to installation of plants. Evergreen Tree Detail Tree Detail Bo kat pont pit r h eprolfled backlit eol NFS 5 Neon Flash Spirea/Spiraea japonica 'Neon Flash' 24" Pot Staking of trees optional; reposition If not plumb after one year. LIPS 14 Little Princess Spirea/Spiraea japonica Little Princess 12" Pot TY 11 Taunton Yew Taxus x media 24" Pot t: b loodary ea branahn / Wrap all smooth -barked trees -fasten top and bottom. Remove by April 1. CV 1 Compact Viburnum/Viburnum trilobum 'Bailey Compact' 36" Pot AP 130 Assorted Perennials #1 Cont. Open top of burlap on Be materials; remove pot on potted plants; split and break apart peat pots. *9 and .taking h Uold: CRVOFCHANHA93EPt 78 Stella De Oro Daylily/Hemerocalis 'Stella De Oro . we mhdYeoted bmnchn rep of .emro s Dhow Poona (mai) > a w.e hanN. 62 Goldsturm Coneflower/Rudbeckia 'Goldsturm' Prune plants as necessary -per standard nursery practice and to correct poor branching. l.oe. hp,�. Intact Hanan of .lak. 3• (ante) Wow Pound RECEIVED .1ml d pooh to be earned .Dad a Pointed 62 Russian Sae Perovskia 'Fill ran' Plea 3 "to Data g / / 9 g Plants shall be immediately planted upon arrival at site. Properly heel -in materials if necessary, temporary only. Rr•e• 3 po.h awlcmant awad as atdds root bat NOV 1 0 2004 62 Fire Glow Sedum Sedum Fire low aYNg and etakhq h opaanae s.a,. a.o to pwb .IM ta' lap pdpraNn. or 48 Autumn Jo Sedum Sedum 'Autumn Jai r papathimm w ml, 1 1/2• .k .bap. Y / Y All disturbed areas to be sodded unless otherwise noted: sod to be standard Minnesota grown and hardy bluegrass ao Barbara eaot Ir S (I�p.)a d <at..7 a h nr.t eranah. mix. All sod areas shall be prepared with 4" of topsoil and raked to remove debris and ensure drainage. Slopes of Stas ing ppothh"tototo e t2�.°atan°an,41 wood or paated Mapping h called fa:.,a from 3:1 or greater shall be staked. -� '� eta daneota Pero, Poandrna upwora to feat aa,on CHA1�8,ABSEN PLANNING M" 9 `O1® pia .Spooto tMo to po to �.Mt ,Y nd and Middle laq p°Ipmpxnr""t ball.pram a dopth of apnebd mulch over Four inches of shredded hardwood bark mulch shall be used around all trees within turf areas. pol'thlkno, 40 ml, 11/r ole. ebea 2 x Hall plant r,he - do not pno against hunk mater ftmill plant ph with apoo lod baokfll Hol All shrub planting beds (within sodded areas) shall have weed barrier fabric, 4" of shredded hardwood bark mulch and Pim dlre n °DP.°o n m �TMtbob'ranorres ' NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. Valley -View Black Diamond (or equal) poly edging. The edging shall be placed with smooth curves and at least 3' pone r depth a epaoread mulct oar from the centers of evergreen trees. Utilize curbs and sidewalks for edging where possible. Mulch to match existing plant ph• - do not Dna Moore trunk Scarify can and bottom of hole conditions (Where Applicable). 1. 'Y x ear 9accMi plant pN with epea led b°al nl +trlf /) to LI - Rotor to American StanEad rsery stock far Nu.li mnar for minimum hal aha All perennial beds and ornamental gross beds shall have weed barrier fabric, 2" of shredded hardwood bark mulch and _ y I Fann 3- dear, .alert, bo.ln Valley -View Black Diamond (or equal) poly edging. The edging shall be placed with smooth curves. Utilize curbs and '�� ,�.�j% sooty .oro and bottan of ted. sat rent eai an undi.hroad nbmii or 0' 60'1 20' 180' sidewalks for edging where possible.oarnpoatod one mane mofMing trsa Refer tol on bar Standard for Nurnry Stock NOT FOR CONST�tLJC'TION for mh5rwm bail aha Shredded hardwood bark mulch 4" deep shall be provided in all planting beds adjacent to sidewalks and driveways. F. 3• drop watering twan \ C-13 20041064PLP01.DWG Set morl Contractor shall contact Gopher State "One Call" (651-454-0002 or 800-252-1166) to verify locations of all conp""oalleal oot ball o moun r`aaimnbed g underground utilities. nnhnal Pounmee .Ian nnNhed site grade Date 09/17/04 sheet: 6 OF 11 I hereby lenlWy w.t U& phn was prep.led n �. 9CAP P Pinehurst alreel .up and .rod tlla I .m • duly Lmued weSOtL c.,re �� Prepared for. Preliminary Westwood Professional Services Inc. ,�� tllddeT tb. lw. � ale soba � M7a>�et.. 9/22/04 Staff Comments (DML) . / 11/05/04 Revised Layout (DML) chedualk DUL Plowshares Development, LLC. 7599 Anagram Drive Draw= - cm Landscape Pan Eden Prairie, MN 55344 D8Pe1 M TAberee 1851 Lake Drive West, Suite 550 Phone. 952-937-5150 Fax: 952.937-5822 Data 09/22/04 LICI M Na 432M Record ,7mving b9/deft Chanhassen., Minnesota 553V Chanhassen, Minnesota E .11 o2004 Westwood Professional Services, Inc. / Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax, 952-937-SS22 I hereby mdfy that tbla plan wu prepared by w a undo my dh wt mpervldoa and that i = • duly Remaed FROMMONAL KNGQdlt under the lavas A the Rate of bUnnqjDW Chrb Moehrl oyes 09/17/04 Uo me No. 40853 Prepared for. Plowshares Development, 1851 Lake Drive West, Suite 550 Chanhassen, Minnesota 55317 LLCO Pinehurst Chanhassen, Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 CITY OF CHANHASSEN RECEIVED SEP 222004 CHAMASSEN PLANNING DEPT 0' 100' 200' 300' C-12 2001064.DAP0I.DWG Date: 09/17/04 Sheet: 1 OF 2 Existing Drainage Area Map A U Q (U (U �O V O� 0 .■ o2004 Westwood Professional Services, Inc. / / / Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 01 100' 200' 3( C-13 2001064.DAP0l.DWG Date: 09/17/04 sheet: 2 OF 2 . Westwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952.937.5150 Fax: 952-937-5822 ' Lael" ° Yuwndlfy that I ' wro a me m'nrds` my pens wpertldon at sue I .m a prey red by Pxor1v 10 my 11N rrpa �. e.�.,�� CRN Prepared for. Plowshares Development, LLC 1851 Lake Drive west, Suite 550 Chanhassen, Minnesota 55317 Pinehurst Chanhassen, Minnesota Post-Devlopment Drainage Map � a Chris Moehrl VdC 09/17/04 Licom Na �� U U f fL 03 M n M M 0 v 0 0 (U N C- O al 3 O) al W M (`7 X (U (U z z W a- d w i 3 ra i fr LJ ra fY O w i ro N U U W 0 0 a ra z a J is-; m2004 Westwood Professional Services, Inc. I / LEGEND DENOTES SOIL BORING ::: " DENOTES EROSION CONTROL BLANKET (MNDOT 3885, CATAGORY 3, WOOD FIBER 2S.) �.T,.--<a DENOTES SILT FENCE n7YI = DENOTES HEAVY DUTY SILT FENCE — - 980DENOTES EXISTING CONTOURS v v v DENOTES WETLAND BUFFER x-980 - DENOTES PROPOSED CONTOURS v v v v (WIDTH MIN. OF 16.5 FEET.) ❑--�- DENOTES EXISTING STORM SEWER F »� DENOTES PROPOSED STORM SEWER WETLAND FILL DENOTES EXISTING TREE LINE Y� DENOTES APPROXIMATE TREE WETLAND MITIGATION/REPLACEMENT REMOVAL LIMITS (Wetland Creation; New Wetland Credit) x 856.3 DENOTES PROPOSED SPOT ELEVATION NEWLY CREATED WETLAND AREAS ABOVE DENOTES EMERGENCY OVERFLOW WATER LEVELS SHALL BE SEEDED TO E.O.F. ELEVATION Mn/DOT SEED MIX 25B, A NATIVE WET PRAIRIE AND WILDFLOWER MIX. Call 48 Hours before digging: GOPHER STATE ONE CALL Twi City Area 651-454-0002 Mn Toll Free 1-800-252-1166 Westwood Professional Services, Inc 7599 Anagram Drive Eden Prairie, MN 55344 Phone:952-937-5150 Fax: 952-937-S822 I hereby certify that this plan was prepared by me or ander my direct supervision end that I em a duly licensed PROPfi4SIONAL HNGINIlR under the laws of the State of Minnesota.. Curia Moehrl, PIL Data 09/29/04 I Lc, m e No. 40853 EROSION CONTROL NOTES: • ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN—PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON—SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL TEMPORARY PONDING, DIKES, HAY BALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. • ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A ROCK ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. • PROPOSED PONDS SHALL BE EXCAVATED FIRST & BE USED AS TEMPORARY PONDING DURING CONSTRUCTION. PERFERATED OUTLETS SHALL BE PROVIDED. • THE SITE MUST BE STABALIZED NTH A 508 SEED MIX & TYPE I MULCH IN ACCORDANCE WITH MNDOT 2575 UNLESS OTHERWISE NOTED. • ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE PLACED AROUND THEM TO TRAP SEDIMENT. • THE SITE SHALL BE STABALIZED WITHIN 48 HOURS OF FINAL GRADE COMPLETION. • ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE TO THE PROPOSED BOTTOM ELEVATION. • ALL EXPOSED SOILS NOT TO BE GRADED FOR: 7 DAYS (Z 3:1 SLOPES), 14 DAYS (10:1 TO 3:1), OR 21 DAYS (10:1 OR FLATTER) SHALL BE SEEDED AND MULCHED. GENERAL GRADING & DRAINAGE NOTES: • ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN/RECORD PLAT FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD—VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • ALL RCP FOR STORM SEWER SHALL BE CLASS III UNLESS OTHERWISE NOTED • ALL CONSTRUCTION SHALL CONFORM TO LOCAL RULES. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. • ALL RETAINING WALLS TO BE DESIGNED IN ACCORDANCE WITH NCMA STANDARDS • TOPSOIL RESPREAD SHALL BE 0.5' ON PADS AND 0.5' ON OTHER GREEN AREAS. CANOPY REMAINING AFTER GRADING = 4.10 AC. > cmPrepared for. Dh. Plowshares Development, LLC. Dnw= AIM 1851 Lake Drive West Rama °i`�ia.e� Chanhassen, Minnesota 55317 CITY OF CHANHASSE RECEIVED N SEP 2 9 2004 CHMHASSEN PLANNING DEPT NOT FOR CONSTRUCTION Pinehurst Minnesota A fn C-13 20041064GDP01ALT.DWG Date: 09/29/04 Sheet: 1 OF 1 Alternative Preliminary Grading, Drainage & Erosion Control Plan M 0 O CD 0 0 N CD 0 c� 0 0 0 - CD -0 0 0 N 3 a 0 0 CD 0 0 N 02004 Westwood Professional Services, Inc. for ucti Preliminary Plat Submittal for Pinehurst Chanhassen, Minnesota Prepared for: Plowshares Developement, LLC. 1851 Lake Drive West Chanhassen, Minnesota 55317 Contact: Nathan Franzen Phone: 952-361-0832 Fax: 952-361-0833 Prepared by: WWestwood Professional Services, Inc. 7599 Anagram Drive Eden Prairie, MN 55344 Phone: 952-937-5150 Fax: 952-937-5822 Project number: 20041064.00 Contact: Chris Moehrl, P.E. Vicinity Map ST. �L 33. �6Y HILL b q w W. 65th ST. �G �" 22. 2'3. CRESTVIEW D �— CRESTVIE q CIR. LAKE L UCY ROAD LAKE L UCY (Not to Scale) NO. DATE INDEX SHEET NO. DESCRIPTION 09/22/04 1 COVER 2 2 EXISTING CONDITIONS ALL 3 PRELIMINARY PLAT 4 PRELIMINARY GRADING, DRAINAGE, AND EROSION CONTROL PLAN 5 PRELIMINARY UTILITY PLAN 6 LANDSCAPE PLAN 7 TREE PRESERVATION PLAN 8 TREE PRESERVATION PLAN 9 TREE PRESERVATION PLAN 10 GRADING DETAILS 11 STREET PROFILES Vicinity Map ST. �L 33. �6Y HILL b q w W. 65th ST. �G �" 22. 2'3. CRESTVIEW D �— CRESTVIE q CIR. LAKE L UCY ROAD LAKE L UCY (Not to Scale) NO. DATE REVISION SHEETS 1 09/22/04 STAFF COMMENTS (AJM) 1 & 3-6 2 11/05/04 REVISED LAYOUT (AJM) ALL CIN OF CHANHASSEN RECEIVED NOV 0 5 2004 CHANHASSEN PLANNING DpT Construction Plans for Preliminary Plat Submittal for Pinehurst Chanhassen, Minnesota Date: 09/17/04 Sheet: 1 of 11 C-13 20041064CVP01.DWG' ®2004 Westwood Professional Services, Inc. Call ours beforedigging: U U IL 0 M 0 Lim Proposed Legal Description Mancino Parcel Lot Two (2), Block One(1), OLD SLOCUM TREE FARM, according to the plat thereof on file or of record in the office of the County Recorder, Carver County, Minnesota. AND Ronning Parcel Lot One (1), Block One (1), OLD SLOCUM TREE FARM, according to the plat thereof on file or of recoord in the office of the County Recorder, Carver County, Minnesota. Legend STEEL/WOOD POST CONIFEROUS TREE —x FENCE LINE STORM MANHOLE DECIDUOUS TREE– DECIDUOUS TREE LINE ❑T TELEPHONE BOX IL WETLAND CURB & GUTTER V-11 GATE VALVE ® STEEL/WOOD POST v SIGN–TRAFFIC/OTHER ® CABLE TV BOX GAS METER ®s STREET LITE .-. GUY WIRE ro, POWER POLE ❑E ELECTRIC BOX ® FLARED END SECTION —crv— CABLE TV —Gns— GAS LINE —Pori— POWER OVERHEAD —Puo— POWER UNDERGROUND —sAN— SANITARY SEWER —sm— STORM SEWER Tori— TELEPHONE OVERHEAD —TuG— TELEPHONE UNDERGROUND BITUMINOUS SURFACE HYDRANT Location Map Not To Scale TE LMAC u 1 Lake Ann NOTE The lot dimensions and areas on this plan are approximate. Refer to the Final Plat and supporting data for exact lot dimensions and areas. All existing easements will have to be vacated for the final plat. NOT FOR CONSTRUCTION 60' 120' 180, C-13 20041064EXF01.DWG Date: 09/17/04 Sheet: 2 of 11 I hereby artlfy Thee fhb pLo wee prepared by me or under my,� Prepared for. . . I... Westwood Professional Services, Inc. u"' `°;� ela�I '""° S"a�„°R �„ Pinehurst $�{ng Conctinom D DL Plowshares Development, LLC. Plat Eden Anagram Drive Rewrd SST 1851 Lake Drive West, Suite 550 Eden Prairie, MN 55344 Craig Morse g� pnp�_by/dam Minnesota Phone: 952-937-5150 Fax: 952-937-5822 Diem 09/17/04 t&wm Na Chanhassen, Minnesota 55317 Chanhassen, WATER METER w� WATER MANHOLE Qw WELL ELECTRIC METER ®s SANITARY MANHOLE co SEWER CLEANOUT ® CATCH BASIN CONCRETE SURFACE Location Map Not To Scale TE LMAC u 1 Lake Ann NOTE The lot dimensions and areas on this plan are approximate. Refer to the Final Plat and supporting data for exact lot dimensions and areas. All existing easements will have to be vacated for the final plat. NOT FOR CONSTRUCTION 60' 120' 180, C-13 20041064EXF01.DWG Date: 09/17/04 Sheet: 2 of 11 I hereby artlfy Thee fhb pLo wee prepared by me or under my,� Prepared for. . . I... Westwood Professional Services, Inc. u"' `°;� ela�I '""° S"a�„°R �„ Pinehurst $�{ng Conctinom D DL Plowshares Development, LLC. Plat Eden Anagram Drive Rewrd SST 1851 Lake Drive West, Suite 550 Eden Prairie, MN 55344 Craig Morse g� pnp�_by/dam Minnesota Phone: 952-937-5150 Fax: 952-937-5822 Diem 09/17/04 t&wm Na Chanhassen, Minnesota 55317 Chanhassen, 2 o 2004 Westwood Professional Services, Inc. Call 48 Hours before digging: GOPHER STATE ONECbAL Twin City Area 651-45+06& , Mn. Toll Free 1-800-252-1,166 las ..: % 7 I V �_ L_, ,-1 L/ LJ 1 1 1 U, v I I I __123 60 I II II 0190 1N87012'20"Wr --135 — --- 1849.28 1ao 173 00 12e----- I C 127 I C) 112 15,996 s1- --I I 112 ---7 -1 112--- r---120_-- 17 1 20, 1 sf i I I I 1 18,008 f ,\ 25,931 s1- / / so J I / / I I 4I 1 — 15,800 sf 1 I 5 s1- I I 1s.1� s1- I 1 7 to njaj� C 11 I 15.120 sf 8 16.485 sf I I `^Q� �:> % // 31.599 ss\ ,RAD --I L- __ 1 I 1 I --- II /^0 ��>'P2 �� b` �i \� �\ 18.292 \ \ 0 57 48 712 -J L_.--112 -J L---112 I L- ---�� 1 / -�- 2 15,053 sf \ t.� \ \� m� /j o /B$ 1 - -1 N 11 I I CcI g, /��7\ 2 \ \ \� / 7 113 14 1 123 6\ / / / // 23,802 sf 1 �' `\ �1 \ / // / \ v�\ \ 16,485 sf \� , '\ \ I/ / / 1 \l �'— I -F- -�-F_ - .1 16 I I I� I Q / / / NZ 39 r / �$/ / / / . \ \ % �\ / 1 _I �'i 1- m r— .- 18 78+39141 C`I < _ -- / —_ \ \ / Nis` � % / / // / / ' \i ��J_ -48 < p�oZ/q 'oo\ y /\6/ // /�/// �/ \ / i/ \ ��°� �� 1 I I I _ ��--1 1--- 92 LI J / 127.278 s1- `,�� /l / / \ 175 sf �� j / \ JS /' I I I I 1 � l �\\ J /\ // /� \ /� \ \\ // I \\ a3 / �/ I I I I s"00 I 11 I h y 1, / \ j / / rn\ / / \ / x s / �\ \ I I I I 26-- (Y 6- so e I \ / / 24 1 I 15,550 sf / I I I Y n S� \ \� / / 12 1 � 'qS / \ 25 18.559 sf O 21,1114 sf / / 1 / ° \ °� N N c / / / / \ Dp \ 1 I / �\ 1/ \ 15.133 sf 1 I to co I 1 / b• / I I \ W C \ // \ o I / / 31 23.32 f \ 1 1 \ a ' I \ ( / / 7s 6 \ I I / / \ ^ / � lsaoz s1- -- \ \ � I \ � 1 I I / / / 22,728 sf I i 4 I I I /// 14 1 I I I /QZ / I sae l a \ 11 I / \ \ \ I I _— -- I 1 h O 15.23 s1- � � i �\ / / / \ � J I S �\ I I I \ \-- --� L -----J L--- /J` / �O° r \------- I' ` \ cp^j, \ \ 72 78 57 \ 2 AAs\ / — 132 I' l \ �0� �� 108 //\ � \��\ I 1 �/ 13g >( �/ \\\ \ /6/ /� . � —7 /758 \AFS•irb, .9sf v, \\\ �/ //---- � I 1 O � V 27 22 j \ \r / / 18,323 sf / r ti7`00 yC 15,287 f I I I� O 16,238 sf t' I �— 0 O sf / / \� 80�� ` n /1�J ,S8 \\\Vi�J /\ / \s �'0�0 ti V Z 31. � s1- \ \ I \ � \ \ \�- • -� V / // I / / / / I I \\\ 21 N // 15,552 sf C 15,059 s1- \l oy, / /% 16 21.345 sf �o / / I I \ \ i / "h aaO°oo, / \ \ \ �i / x8 / •� 58 / �\ \ r I >�\ \� 1. \ \\ // / / /. ••/ rn 20 \ \ / /\\ / // r-�/ \��( 21, 77 s1- `1 / / 17,061 sf I I � 18 // / /Ng1 47.500 sf Mme/ C I I \ \ I IN / u ,745 sf I I \ L----- I ! / — . — . �I I� — . > —� I 16.619 s1- I I ^ 1 I 5 \\\�� I I -------------- / N 7012'2. ss -hs ----- �7 153 —1------I --- - - /'° / I I°N I I I zo,, s1- \\\\ V' I/ 101 / �)L IAVlLJL\ /nv/ �rJnvJL/ �O', __—__—.-- 317 0 -- - o�_--- 147 _�—Jl L ----123---o. I I ---\\\\\ I I D -J L--- -- L n A\,-1 r) J 'T I /1 A/ / 215 — v 9 17 ' 1 _ 1n�/1/1rl )Jrl/fir_- J Jr_-J/�J JT"^ /�A /r1 n rl /TnA ! O1 V v v L� J / t� \,7 L- r 7 L- / \ r 7 / .� L J LJ //—I LJ LJ / / lJ / V I — — Existing Wetland (typ.) I Wetland Buffer Edge (yp.) 3 m I ' I Ar- ,\ ( VV L/L/L,1l \lLJ\7L— / Wetland Buffer Setbac t I A r'1 n F-1 7) / r1 /\ r- I J 7-^ Development Data Typical Lot (Varies) DEVELOPER: NOTE: Plowshares Development, LLC. The lot dimensions and areas on this plan Nathan Franzen are approximate. Refer to the Final Plat and Zoning Standards (Minimums) Total Site Area 27.62& ac. - - _ 1851 Lake Drive West supporting data for exact lot dimensions and - Lot Width ®Setback 90 ft. (100 ft. on Private Rd.) Existing Zoning Rural Legg Deseri tion(from Title Commitment) Suite 550 areas. Street �+ P Chanhassen, MN. 55,317 Proposed Zoning RSF Mancino Parcel Phone: 952 361-0832 - Lot Depth 125 ft. P 9 _ _ ( ) - Lot Area 15,000 s ft. Proposed Land Use Low Density, Residential N 90 N Fax. (952) 361-0833 q Lot Two (2), Block One(1), OLD SLOCUM TREE FARM, according to the Contacts: Nathan Franzen r— O_ ------p - Average Lot Area 19,5251- sq. ft. Street Dedication 4.28-+ ac. 51 M M plot thereof on file or of record in the office of the County Recorder, - Front Yard Setback 30 ft. Outlots 4.141- ac. — — 15 >- Drainage & Carver County, Minnesota. - 90.00 -� -- Utility Easement Total Proposed Lots 43 1 AND PLANNER/ENGINEER/SURVEYOR: - Side Yard Setback 1-0 ff. - Rear Yard Setback 30 ft. Overall Site Density (Gross) 1.561 lotelam � � � 1 >- Setback Line Ronning Parcel Westwood Professional Services, Inc. Dimension—' I (See Development Data) 7599 Anagram Drive - Wetland Buffer 16.5 ft. Street dimensions listed reference back of curb. at Setback 1 I Lot One (1), Block One (1), OLD SLOCUM TREE FARM, according to the Eden Prairie, MN. 55344 - Structure Setback from Buffer 40 ft. N lot thereof on file or of recoord in the office of the Count Phone: (952) 937-5150 I 10 I -Lot Dimension P y Fax: (952) 937-5822 All streets 1-o have curb and gutter as per City standards. �� Recorder, Carver County, Minnesota. - ROW Width 60 ft. ^I �T Contact: Chris Moehrl 15,0007 S.F. - Road Width 31 ft. Back -to -Back Drainage and utility easements shall be provided as required I a\ —Lot Number by the City. I I � � ` I - Cul-de-sac ROW 60 ft. Rad./45.5 ft. Curb - Proposed Setback to Private road 20' from BIC 1I L — — — I Approx. Lot Area J 1 0' 60' 120' 180' sl o o"'f IS —Setback NOT FOR CONSTRUCTION - - - 90 - - - _ o J Dimension C-13 20041064PPF01.DWG (No Scale) Date, 09/17/04 sheet 3 OF 11 , � � a� � � by >� er --d >., P Pinehurst . � , am . d� lkmsed s$lxvsrox a..r. Prepared &Plowshares Development, LLC. Preliminary Westwood Professional Services, Inc. „� the lam � ae s1.ee � .. 91/202/004 451�aws Comments �(DML) DL y` 7599 Anagram Drive i�l�] Plat Eden Prairie, MN 55344 Craig Morse SRL 1$51 lAke Drive West, Suite 550 Phone: 952-937-5150 Fax: 952-937.5922 Dam 11/05/04 ycenu Na Riad Dawtng byLdaes Chanhassen, Minnesota 55317 Chanhassen, Minnesota r• 11' - ••• • - • • - &00— ' I I i %• �`'• �� `'�s�.�llc�,'�IIR'y '�`. ;..-,:.K .�`'� r_' 1`L�'. �� • ' • , - , • l I - i■ ' of -s9"�.!'�'" `o ► l 'J'l " '+vu.-ir;1 ®� f - �.■� .r , I ,. e•: . ... •.. � .., • , "`rr • �I • � �^ • I �� `.. • �in � � ;,.. _ _.-�� - ,ti _ _ J, ,xe1-9 tom^ Y>•. �ro�i< Frit' ,.. ,. _ .. I �� ::".-�,�'>r::a�Ul ,5.,:_� ;' I� r • .•��" --".1 .,�::� • .c.,w '■ '.3Z-`-� es r 11 • v r c � . '::. ., t :� � i =�6� - _ ,. � .,. v � �� • • -- �•1•.��\-�—/.�` _sly, y�41� .Oi".eY ':iy :• ��I,t • r ♦ <:. ..,� S,I �,.: � I � _q1 I 1 �`�I��1• � _ ••--�,. _ .:�1 ,,.� :��', _� A�� i"3�, v __�■•!�.� 1� 00, • °l\I • /�;Tr. 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I VIC z16111 :_:;x-,,, m. r.=^s3wa.s': 1 • 1 • • • • ar • • • • 7r - r • , r • ar 7 • •. • « r • . .... •. «r7 . r . of :1 / • '•'• • • • 1• •' ••1 . •:al r •- • « r 7 r ••. . , r ••-•- ,ar 7 1 r aT • r «•7•- •• • -• 7 • • •_•-•_• --• r r • r •• Lar r r r-r 1 7 0 O (U Ln ,>, o2004 Westwood Professional Services, Inc. C� L. i \ L_ r v L-1 L_ General Utility Notes • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OF ANY DIFFERENCES. • THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. • SEE ARCH. PLAN FOR EXACT BLDG. LOCATION. SEE SITE PLAN FOR LAYOUT DIMENSIONS. SERVICE ENTRY LOCATIONS TO BE COORDINATED WITH THE ARCHITECT. • VERIFY EXISTING INVERT LOC. & ELEV. PRIOR TO BEGINNING CONSTRUCTION. • THE WATER SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. THE CONTRACTOR SHALL VERIFY THE CITY AS—BUILT CONSTRUCTION PLANS TO CHECK LOCATION AND MATERIAL TYPE. • ALL STORM SEWER PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. • UNLESS OTHERWISE NOTED, ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL CONFORM TO THE 1999 ED. OF THE "STANDARD UTILITIES SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., SEPTEMBER 5, 2000 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. • ALL WATERMAIN PIPE TO BE PVC C-900. • ALL SANITARY MAINLINE AT 0.4% MINIMUM GRADE. Legend W.Wylm SANITARY SEWER WATER HYD. W/VALVE STORM SEWER SANITARY SEWER WATER HYD. W/VALVE STORM SEWER 1 - I hae19 ani fy that torb plan rr.. prepared by me or order my ReAdow Prepared for. direct mpervikm and that I am a d* Hemrad PAOPSSSIONAL AIM Westwood Professional Services Inc. ENGN1 = ander the lama the State of 09/22/04 STAFF COMMENTS (AIM) . r 11/05/04 REVISED OUT (AJId) tat Plowshares Development, LLC. 7599 Anagram Drive Eden Prairie, MN 55344 Chrb MoehrL P.H Drama AIM 1851 Lake (Drive West, Suite 550 Phone: 952-937-5150 Fax: 952.937-5822 Date 11/05/04 Licence Nn 40853 Record Dranina kyZdatc ( 8rihassen, Minnesota M17 NOT FOR CONSTRUCTION Pinehurst Minnesota Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 N C-13 20041064UTP01.DWG Date: 09/17/04 Sheer 5 OF 11 Prefiminary U ' 'ty Plan p 1 nwn h a res Develnvme 'a7 0) 3 a N 0 CL CL H v 0 v 0 0 N 11CD 3 a V ID o_ V 0 0 N i7 v 0 0 N 0 n � ■ w[e ut�e■ ava e2004 Westwood Professional Services, Inc. DOW AMP 1020.00 H.P. ELEV 1057.49 u o cr4 m s.4s 1+00 2+00 3+00 4+0D 5+o0 b+uo 7+OD 5+00 9+00 10+00 11+00 12+OD 13+00 14+00 15+00 16+00 17+00 18+00 STREET A DA2VM &XV !043.00 30+00 PM STA - 31+07 PM ELEV 1064.93 A.D. - -4.00 K = 20.00 qz I W, VC 3 � S m 'n a H.P. ELEV 1062.95 43+00 H.P. STA 12+90 PVI STA - 52+65 PN STA - 13+50 PM STA - 17+00 PV1 ELEV >• 106165 PM ELEV - 1061.15 A.D. _ -800 A.D. - -5.00 K = 20.00 K 20.00 I 1 1+00 2+00 3+00 4+0D 5+o0 b+uo 7+OD 5+00 9+00 10+00 11+00 12+OD 13+00 14+00 15+00 16+00 17+00 18+00 STREET A DA2VM &XV !043.00 30+00 PM STA - 31+07 PM ELEV 1064.93 A.D. - -4.00 K = 20.00 qz I W, VC 3 � S m 'n a 31+00 32+00 33+00 STREET B DA2 E1 1020.00 PN STA - 54+65 PVI ELEV - 105193 A.D. -A00 K - 20.00 80' vC �y 00�- m � N o � m I a 50+00 51+00 52+00 53+00 54+00 55+00 PRNATE DRIVE D DA1 M 1006.00 PM STA - 2D+85 PVI ELEV -1049.37&D. A.D. - -0.00 K - 20.00 20+00 21+00 22+00 23+OD 24+00 25+00 26+00 MANCHESTER DRIVE DAYW d Imam PVI STA - 4 85 43+00 44+00 PVI STA - 52+65 STREET P'A ELEV - 1042.33 PVI E - 1039.93 A.D. - -400 LP. ELEV - 1034.42 A.D. -5.00 PV1 STA - 32+60 K - 20,00 L.P. STA - 42+71.13 K - 20.OD PM ELEV - 1057.28 i so'I vc LP. E3 - 1038.85 I I A.D. 20� e LP. STA - 51+0242 00' VC 4 i Y s d PM STA - 51+00 A.D. a -7.50 1 4C• VC I PN ElEV - 1036.63 K 28.73 1 \ 4.55 &D.4.55 i I m ° K - 8.79 40' 'nd 140' VC i m m Y S 1 1 , 1 ✓d + 0 1 1 31+00 32+00 33+00 STREET B DA2 E1 1020.00 PN STA - 54+65 PVI ELEV - 105193 A.D. -A00 K - 20.00 80' vC �y 00�- m � N o � m I a 50+00 51+00 52+00 53+00 54+00 55+00 PRNATE DRIVE D DA1 M 1006.00 PM STA - 2D+85 PVI ELEV -1049.37&D. A.D. - -0.00 K - 20.00 20+00 21+00 22+00 23+OD 24+00 25+00 26+00 MANCHESTER DRIVE DAYW d Imam 40+00 41+00 PVI STA - 4 85 43+00 44+00 STREET P'A ELEV - 1042.33 PVI ELEV - 1016.52 A.D. - -400 LP. ELEV - 1034.42 K - 6.91 K - 20,00 L.P. STA - 42+71.13 I I zo' vc i so'I vc PM STA 42+45 PM STA - 43+95 e PV1 ELEV 1031.13 PM ELEV - 1037.43 4 i Y s d A.D. - 11.50 A.D. a -7.50 3 K - 20.66 K 28.73 1 \ I m ° 240' VC 40' Y S 40+00 41+00 42+00 43+00 44+00 STREET C DAT 6L82 1030.00 Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651-454-0002 Mn. Toll Free 1-800-252-1166 LP. ELEV - 1018.60 LP. srA . 61+01.16 PV1 STA - 61+00 PVI ELEV - 1016.52 A.D. - 139 K - 6.91 n w I I zo' vc ,� g e ° 11 1 s d s a oox 60+00 61+00 62+00 63+00 NOT FOR CONSTRUCTION 01 100' 200' 31 C-13 20041064DGPOI.DWG Date: 09/17/04 sheet 11 oa 11 I hereby =tify flat flus Om ,w prepared 1, me or aadv my Pinehurst direct .upavWon and that I = • duty tim"d PROPMONAL xavtid4� �� CRN Prepared for. Westwood Professional Services, Inc. INGD M under the lam 94 the Ste 11/05/04 Revised Layout (AJM) Preliminary CbMIN& cam Plowshares Development, LLC. 7599 Anagram Drive Dnwm A1M Street Profiles Eden Prairie, MN 55W Chris Moehrl, PJL 1851 Lake Drive West, Suite 550 Phone_ 952-937-5150 Fan: 952-937-5822 Date: 11/05/04 ueama Nu 408M Re11oM l7rarvla6 W/&w Chiiinhusm, M1me80ta 553vr Mutual sm, Mixia oft