Loading...
2002-01-02_OAK_VIEW_ESTATESOA t'x'VIE W ES TA TES C.R. ® NO. KNOW ALL PERSONS BY THESE PRESENTS. • That Joshua C. Allen and Cynthia G. Allen, formerly I hereby certify that I have surveyed and platted the property described on this plot as known as Cynthia G. Lemay, husband and wife, fee owners and Mainstreet Bonk, Inc., a Minnesota OAKVIEW ESTATES; that this plot is a correct representation of the survey; that all • corporation, mortgagee of the following described property situated in Hennepin County, Minnesota, to wit: distances are correctly shown on the plot in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown or will be placed as That part of Lot 168, Auditor's Subdivision No. 135, Hennepin County, Minnesota, required by the local governmental unit; that the outside boundary lines are correctly which lies East of the following described line: designated on the plat; and that there are no wet lands as defined in MS 505.02, Subd 1, Commencing at the northeast corner of the Southeast Quarter of the Southwest to be designated on the plat. Quarter of Section 34, Township 117 North, Range 23 West of the 5th Principal Meridian; thence on an assumed bearing of North 89 degrees 39 minutes 01 seconds West, along the north line of said Southeast Quarter of the Southwest Quarter, a distance of 350.00 feet to the point of beginning of the line to be Mark F. Maistrovich, Licensed Land Surveyor described; thence South 07 degrees 06 minutes 08 seconds East to the south line Minnesota License No. 25287 of said Southeast Quarter of the Southwest Quarter and said line there terminating. EXCEPT that part thereof lying north of the southerly fight—of—way line of State STATE OF MINNESOTA High No. Z COUNTY OF Have caused the some to be surveyed and platted as OAKVIEW ESTATES and do hereby donate and dedicate to the public for public use forever the cul—de—sac, and also dedicate the easements The foregoing surveyor's certificate was acknowledged before me this as shown on this plot for drainage and utility purposes only. day of 200--, by Mark F Maistrovich, Licensed Land Surveyor. — — ------- I � IN WITNESS WHEREOF, said Joshua C. Allen and Cynthia G. Allen, formerly known as Cynthia G. Lemoy, husband and wife, hove hereunto set their hands this ------- day of ---- ------ 200 ----- Joshua C. Allen Cynthia G. Allen STATE OF MINNESOTA COUN OF The foregoing instrument was acknowledged before me this ---- — — day of 200—, by Joshua C. Allen and Cynthia G. Allen, formerly known as Cynthia G. Lemoy, husband and wife. Notary Public ---- County, Minnesota. My Commission Expires --- IN WITNESS WHEREOF, said Mainstreet Bonk, Inc., a Minnesota corporation, has caused these presents to be signed by its proper officer this ----- day of 200----. Mainstreet Bonk, Inc. BY - ----------------- - - - - -- its STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 200L, by of Mainstreet Bank, Inc. a Minnesota corporation, on behalf of the corporation Notary Public — County, Minnesota. My Commission Expires --- Notary Public ---- County, Minnesota. My Commission Expires SHOREWOOD, MINNESOTA This plat of OAKVIEW ESTATES was approved and accepted by the City Council of Shorewood, Minnesota at a regular meeting thereof held this day of 200 - - - - -- If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer have been received by the City or the prescribed JO day period has elapsed without receipt of such comments and recommendations as provided by Minnesota Statutes, Section 505.03, Subdivision 2. CITY COUNCIL OF SHOREWOOD, MINNESOTA BY Mayor BY ----- City Clerk TAXPAYER SERVICES DEPARTMENT, HENNEPIN COUNTY, MINNESOTA I hereby certify that taxes payoble in ----- and prior years have been paid for land described on this plat. Dated this ----- day of 200 - - - - -- Patrick H. O'Connor, Hennepin County Auditor BY- — Depu ty SURVEY DI VISION, HENNEPIN COUNTY, MINNESOTA Pursuant to Minnesota Statutes Section 383B.565 (1969) this plat has been approved this ---- day of 200 ---- - William P. Brown, Hennepin County Surveyor BY.* COUNTY RECORDER, HENNEPIN COUNTY, MINNESOTA I hereby certify that this plat of OAKVIEW ESTATES was filed in this office this day of ------ 9 200 _____ at Michael H. Cunniff, County Recorder Deputy o'clock M. Registered Professional Engineers Licensed Land Surveyors 0 SHEET 2 OF 2 SHEETS E 0 40 :o SHEET 2 OF 2 SHEETS E OA W T fix^ V T A TES Lot 279, Auditor's Subdivision Number 935, Hennepin County, M innesota ca r 2 vJ W 0 Ll 9 y J� Vw- AREA of PROPERTY = 109,631 SF (252 AC.) 6 PROPOSED TOWHOUE UNITS A L OT R EQUIREMEMM ZONING 18 �4- SC7 1 ~ �5 31,301 1 4- ft. ®AK14 W ESTATES K 0 c b - 0 U X31 0 pOj W 2 v3 Q) W �2�Wo O N NmQCJ 2 �Q2r W ¢ &Q20 �4y4 N Q N W p QyL" W W ¢ 4 oD WWVO O O 3C U ^ooh v o 0 X31 0 O N 1 Q ¢ O 4 W R U Q O O N X31 PROJECT # - 2129 COMPUTER DRAWING - 2129dwg OAKVIEW ESTATES .v G akt r .v. ... '� 5 1 'k V.. i .�.- �...... :,; e.�. �^ t,. - � y ,� •� �k � .:��3� u '.`�s ° .".�ra 1 . t F t d 9 . . . 75 .... 97® •_._ 965 PROJECT # - 2129 COMPUTER DRAWING - 2129.DWG . . . . . . . . r . . . . _ . . . t " / _ _ . -IL .... .... ®O q) Uj Z e z 3 0 a - - - - • - - �O LT - - - _ Lu . I I _ _ _ _ E /V/F7 43 -8 I I 0 �o :S ,1.7RT W . _ � . I I _ _ _� t off/ Z40 • _ _ _ _ _ _ _ _ _ I I 7 E V. 4688 V 968.52 . . . . . . . . E MH 43-7 I I 1 E E _... _ _ . _ . . . . R Z 975:60_ P 99'- ' '- II - 'D -96 _ 74o I I 110 RT 40.29 % - _-.- _- _- :- 4111' - - - - - - I LJ ---- -l_J- - - = --- - Ldw ---- -_ - -- - - -- - - -- - - -- 3 +00 4 +00 . . . . - - - - �. • %. . . 0+00 1 +00 2 +00 COMPUTER DRAWING - 2129.DWG . . . . . . . . r . . . . _ . . . t " / _ _ . -IL .... .... - J Gl. Y RIPRA j 5 \ o � n i H." ®O q) Uj Z e z 3 0 a - - - - • - - �O LT - - - Lu 0 �o ts W � U o� U W .... .... U _... o .... ... ... .... 3 +00 4 +00 - J Gl. Y RIPRA j 5 \ o � n i H." �1 � ®O q) Uj Z e z 3 0 a I 4 i c t �O Q Lu 0 �o ts W � U o� U W U o �1 � ®O q) Uj Z e � q) co a I 4 i c t �O Q Lu ts W t o� U "%I.- ll� .... .... ... .... .... .... .... ... .... .... ?E _ C� Cc . • s_ W . . . . . • • - U . . . . . . . . . . . • • . • • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W ° co : : : =STS:= 8 W. - - - - - ° - - . . . . . . . . . . . • . *a U . .. . . . . . . . . t: STA :_ :2 34.77: . . . . . . . . . . W a 77.52 - - - - - - - - - - - - - - - - - - ao i �- .. .• - - .... .... 955 . m — _ uW� ° j �! 4�QQ . 9 --- -- 2tuQ�ti i - - 3: C. Y" RIP RA . . . w W . . . . . . . . . . . . . . . . . . . . . . . . QaQQ o . . . . . . . . _ . . . . . . . . . . . . . . . . . . . : • . : . . . . S F� to Q . . . . . . . . . . . . . . . Fr 2 AE - 577A e 95 2 . . . . . . • . . . . . . . 2 . . . . . �T T- - - - 972. 1: - - - : - - - - - - - - - - - - - - . . . . -- .... ... Z"w 972N .... .... mmsmalowma 0+00 1+00 2 +00 WRT 3+00 ® a 9 74. 0 4 +00 9/ 5 UF..aR . _ I L , ¢ �j � O c OAKVIEW ESTATES 168 � \ o� d U O a t 168 � \ o� d U O 1A nm O A VI E v5'4 TA ES Z W lQ° �� J 6 HARD SURFACE �8 PUBLIC ROAD Q o � 0 0 _ 50' MINIMUM o 41 <" - --l" / / 2 3 0 W vJ C V 0 11 b U I Q 4 U 0 v r .. u Ccl1 PROJECT # - 2129 COMPUTER DRAWING - 2129 dwg OAKVIEW ESTATES PROJECT 21-29 COMPUTER DRAWING - 2129 -detaildwg N. ca ct co 6 , z NEENAH CASTING R-1733 . OR EQUAL COVER SHALL HAVE TWO CONCEALED • PICK HOLES. Bc SUITABLE MATERIAL tu ;5 %), � SEAL AFTER DROP IS COMPLETE ­� 4. POST SPAUNG-5EL HVIL FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL el MIN. _FT GROUT BOTTOM To SLOPE TOWARD PIPE AS SHOWN BY ARROWS NEENAH CASTING R-1733 OR EQUAL ALL ANCHOR BOLTS. NUTS 3' 14 GA. HOT-DIPPED GALV. !,ks AND WASHERS TO BE STR STRAP 6*-0' O.C.- MIN. 2 O rn COVER SHALL HAVE TINO CONCEAL ED 2 STAINLESS STEEL PER TEN TO MH VATH FASTEN 4-3/rX6 ANCHOR BOLTS SHORT BODY TEE NEENAH CASTING R-1733 PICK HOLES PROPERTY LINE 2' SCREENED GOOSENECK VENT MNDOT SPEC. 3312 3" EMBED. 3 EMBED. OR EQUAL COVER SHALL SLAB SHALL BE HAVE TWO CONCEALED CRETEX TYPE 11 2! 2 NEENAH CASTING R-1758-E NEENAH CASTING R-1733 PICK HOLES. Bc SUITABLE MATERIAL SERVICE MARKER • (FROST RETARDANT CASTING) CL 52 DIP RISER PIPE OR EQUAL COVER SHALL HAVE TWO CONCEALED FLOW CONCRETE ADJ USTING RINGS OR EQUAL OU D CONC. BLOCK SPACER PICK HOLES. ADJUSTING RINGS MINIMUM 2 RINGS 6 RINGS 92 MINIMUM 2 RINGS MAXIMUM MAXIMUM 6 RINGS W ADJUSTING RINGS A_ SECDON A—A �4 7 7 "Ilk OR 1/4 Bc WHICHEVER (uh) 77 MINIMUM 2 RINGS STEPS AS PER I LARGER (12' MAXIMUM ) PLUG MAXIMUM 6 RINGS 27- SPECIFICATIONS 48' 2 -SEC_11QN_A—_A kWALLS b ECCENTRIC CONE TO BE I • STEPS AS PER 48' CONSTRUCTED OF PRECAST SECTIONS SPRING LINE SERVICE P IPE co SPECIFICATIONS STEEL TRANSITION OUPLER C ROM V X 1/4' STEEL REDWOOD V47H CX4 JOINTS ID 48' SEND Of 1/2" SHUT OFF VALVE k CL 52 D.I.P. F TEE PIPE CLAMP BLO CK a ECCENTRIC COME V �E LT x MIN. SLOPE QUICK DISCONNECT COUPLING C WALLS TO BE CONSTRUCTED OF To UNDISTURBED SOIL MJ-PE DIP TEE RESTRAINED 5/8 INSERTS • . %. 44 �7 5 45 SOD PRECAST SECTIONS _!t BACK FLUSHING WITH CX4 JOINTS STEPS AS STEPS VARIES IS SECTION OF ON UNDISTURBED PIPE SOIL 4- HOSE SECTIONS • SPECIFICATIONS MANHOLE INVERT SHALL - EVER 4 OR Be/8 WHICH NATURAL GROUND IS LARGER 4" OR 6" AS SPECIFIED AIR & VACUUM VALVE ASTM C-478 _n STEPS AS PER WALLS TO BE CONSTRUCTED OF BE SLOPED TO PROVIDE qmolw (APCO MODEL 400) "B" SPECIFICATIONS PRECAST SECTIONS WITH CX4 SMOOTH FLOW Ell OM 45' BEND • I" BLOW OFF VALVE —SEE DETAIL • ;7 = MNTS INLET TO OUTLET. GRANULAR BEDDING GRANULAR BEDDING ­ _—BOTTOM QOM HALF OF 2r SHUT OFF VALVE STEPS AS PER STEPS A • A EcinCATIONS UNDISTURBED PIPE CLAMPS EVERY 12' OR TEE WYE AS SPECIFIED • SOIL " ' DETAIL A INSTALL PVC CUT . 4v A COMPACTED IN HALF MAINTAIN TO FLOW MAIN SEWER GRANULER FILL HALF BLIND INTEGRAL BASE NOTE ALL COSTS OF EXCAVATION BELOW GRADE ®° MONOLITHIC FLANGE AND PLACEMENT OF GRANULAR BEDDING ®o PRECAST DROP A A SHALL BE INCLUDED IN THE 810 PRICES INLET BASE ON 4" SAND CUSHION A • FILL A MANHOLE INVERT SHALL BE NOT FOR PIPE ITEMS TO BE USED AS SERVI CONNECTIONS ON DEEP LINES CRUSHED ROCK m ANHOLE INVERT SHALL )w - 90r ELBOW 5 7 • 1 WITH GROUT SLOPED TO PROVIDE SMOOTH FLOW FROM INLET M OUTLET THIS TYPE MANHOLE SHALL BE USED WHEN SPECIFIED OR YMEN THE MANHOLE MANHOLE SLAB SHALL BE CRETEX TYPE 11 OPE 0* BE SLOPED TO PROVIDE TEE cm DEPTH IS LESS THAN EIGHT FEET. SMOOTH FLOW FROM INLET TO OUTLET • DEI61 INTEGRAL BASE 1* MIN. INSIDE DROP MANHOLE (TWO FEET OR LESS) SLAB TOP MANHOLE CIASS B PIPE BEDDING SERVICE RISER SEC71ON STANDARD AIR RELIEF MANHOLE OUTSIDE DROP MANHOLE INSIDE DW MANHOLE GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS --\ A �— SURMOUNTABLE SURMOUNTABLE 1-21 CHRR AND GUTTER 4' A WIRE MESH REINFORCEMENT GEOMMLE FABRIC PROJECT 21-29 COMPUTER DRAWING - 2129 -detaildwg N. ca ct co 6 , z NEENAH CASTING R-1733 . OR EQUAL COVER SHALL HAVE TWO CONCEALED • PICK HOLES. Bc SUITABLE MATERIAL tu ;5 %), � 4. POST SPAUNG-5EL HVIL FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL el MIN. _FT PROJECT 21-29 COMPUTER DRAWING - 2129 -detaildwg N. ca ct co 6 , z 1 tu ;5 %), � QQ !,ks 2tN z O rn yy 2 I31 0 Z Cl O O N 7A A AN K VI E W Boom Y POW # 1 NKW 2m A 1 43 I 4.7 983.96 10AP W4 14AS 980.98 1052 984.12 18MA 1082 961.82 08MA 111 1 1®09 988.2$ 12M 1053 984.48 10TR 1083 960.21 10MA 1119 MYJ 1 1020 987.12 10AS 1054 984.47 12TR 1084 952.24 1078 11 1022 984.92 40FT -CE 1055 984.65 10AS 1085 952.29 12TR 1121 sum MAP 1023 984.92 25FT -CE 1056 984.71 08AS 1086 952.61 08MA 11 1024 984.83 18FT -CE 1057 986.14 20 T 1087 956.65 120A 1123 989.89 10AS I= 1058 986.55 30FT -CE 1088 955.28 12TR 1124 me 1 I= ma 14M Im W7.19 am 1089 951.78 10MA 11 I 1027 W7.78 12VA Iwo 97" IAL 1090 952.93 12TR 11 1 I= 97U 1 1061 972.24 10TR 1091 953.38 1478 112 90. 1 1062 971.71 12TR 1092 953.72 127R 1128 979.93 10AS lox 97ASY ?2WA 1063 970.42 10TR 1093 953.75 12TR 1129 sum V MS tom 97AN lam 1064 972.1 10AS 1094 953.31 16 T 1130 982.1 08AS 1033 976.43 16MA 1065 972.11 08 T 1095 964.41 14MA 1131 981.65 14TR 1034 975.89 14AS 1066 971.98 08TR 1098 975.14 14M 1132 Dean 1 1035 975.63 10AS 1067 971.12 12TR 1099 974.95 14 T iris MW 1 tom g77.30 am 1068 968.9 12MA 1100 978.3 14MA 11 lox M33 ams 1069 967.8 080A 1101 976.53 30FT - -PI 11 7 t op 1040 07.37 12M 1070 964.46 16 TR 1102 978.43 08EL Iris mo 1 1041 OM 77 lem 1071 969.06 12TR 1103 980.62 30FT - -PI 1137 984.34 12AS 1042 07.0 14M 1072 964.89 10MA 1104 982.61 08EL Frio mij 1 100 mis 14M 1073 966.72 080A 1106 987.42 20FT -P1 flit mw 1 10 1074 967.56 127R 1107 990.77 18MA Ito mes 1 1043 SKJS 14AS 1075 968.07 08 T 11 °R 1141 am 1 104 IWA 1076 965.74 140A 1113 MAW 2WA 1142 Ma e 1 1047 0= 30 12M 1077 963.89 140A 1111 1143 982.51 12AS INS Mao am 1078 962.73 100A 1112 --R 1144 983.28 24MA 1049 990.08 44MA 1079 958.93 10TR 111 1145 982.21 10AS 100 14M 1080 960.43 10MA 1114 0=27 11 1om lam 1081 960.59 08MA . 1113 WRO Jff PCE 1147 QW.72 1 0 M 1 NKW 2m 1 43 I 4.7 983.96 10AP 982.92 14AS 980.98 220A 980.8 160A 1 I 1 1 01 I MP 1 go= imm s:.T• �; • ;.' '�� • . ter} TREE REMOVED 'Q. 1 (,; Z cc 0 0 C Q Z` • A- a W 2 2WQrk� a \� L �r t r T - - �•� a ®r I / Os`1KWE ESTA7FS Q �-: W O W 4 �e� Z S z �W W� 2 y �a20 �i ry W Uh4a� �0.v 0 W �4 IM y m : 'CO O O O V I y a U O Al X In 091 092 093 SUGAR MAPLE AMERICAN LINDEN 3" 1 BB 1 4 3" 1 BB 1 13 Picea glauca densata BLACK HILLS SPRUCE 6' HT. 5 Note Boulevard is to be sodded, all other disturbed areas to be seeded lawn. Site Acreage: 2.5 Acres Tree Preservation Requirement 8 X 2.5 ac.=20 trees Trees Provided: 22 1065 8" UNKNOWN TREE X 1115 30' TALL CEDAR 1066 8" UNKNOWN TREE X 1116 34" MAPLE K I 001051 'x Tree # SIZE/ DESCRIPTION 1067 12" UNKNOWN TREE X 1119 18" ASH W 1068 12" MAPLE X 1120 24" MAPLE W TALL PINE 1069 8" OAK X 1121 8" APPLE X 101 35 V-k 6 _411 ` I X 1019 12" MAPLE 1070 16" UNKNOWN TREE X 1122 20" MAPLE 5 N 0 1020 10" ASH 1071 12" UNKNOWN TREE + 1123 10" ASH 0 + 1022 40' TALL CEDAR psi 1072 10" MAPLE X 1124 12" ASH L54 56- + 1023 25' TALL CEDAR 1073 8" OAK X 1125 16" MAPLE • -1034 1035 + 1024 18' TALL CEDAR 1074 12" UNKNOWN TREE X 1126 10" ASH —4— X 1025 8"-' MAPLE 1075 8" UNKNOWN TREE X 1127 8" ASH �x 1038 C� CP 1050 039 X 1026 14" MAPLE 1076 14" OAK 1128 10" ASH X 1027 12" MAPLE 1077 14" OAK 1129 12" ASH X1 417 65, 10 10 6 3_3 X 1029 16" MAPLE 1078 10" OAK 1130 8" ASH 10 4 5 1029 01 X 1030 22" MAPLE 1079 10" UNKNOWN TREE 1131 14" UNKNOWN TREE X, X 1031 12" MAPLE 1080 10" MAPLE + 1132 10" ASH 9 1044 105 X 1032 12" MAPLE 1081 8" MAPLE X 1133 16" MAPLE 0 1048 10 3 1033 16" MAPLE 1082 8" MAPLE + 1134 8" ASH 2 ------- i 1034 14" ASH 1083 10" MAPLE X 1135 10" APPLE 990 1049 0 040 1035 10" ASH 1084 10" UNKNOWN TREE X 1136 10" APPLE X 1038 8" MAPLE 1085 12" UNKNOWN TREE 1137 12" ASH F,' 4 X 1039 8" ASH 1086 8" MAPLE 1138 10" MAPLE V' X 1023, X 1040 12" MAPLE 1087 12" OAK 1139 10" MAPLE 4 '0 X 1041 18" MAPLE 1088 12" UNKNOWN TREE 1140 18" MAPLE X 1042 14" MAPLE 1089 10" MAPLE 1141 18" MAPLE _102 1024 X 1043 14" MAPLE 1090 12" UNKNOWN TREE 1142 10" MAPLE \1121 X 1044 28" MAPLE )20' 1091 14" UNKNOWN TREE + 1143 12" ASH A X 1045 14" ASH 1092 12" UNKNOWN TREE + 1144 24" MAPLE X 1046 10" OAK 1093 12" UNKNOWN TREE + 1145 10" ASH X1014 X 1047 12" UNKNOWN TREE 1094 16" UNKNOWN TREE 1146 20" MAPLE �"-X�124 20 'J X 1048 8" MAPLE 1095 14" MAPLE 1147 16" MAPLE X17 104 9 44" MAPLE 1098 14" UNKNOWN TREE 114-8 14" MAPLE 2 0 5 1099 14" U �SF X 10 14" BIRCH 1149 22" MAPLE 7 12' I 'J X 1051 16 UNKNOWN TREE MAPLE 1100 14" MAPLE 1150 16" MAPLE 4 1052 18" MAPLE 1101 30' TAI L PINE 1151 10" MAPLE 10" UNKNOWN TREE 1102 8" ELM 1053 1152 8" ASH M3 1054 12" UNKNOWN TREE 1103 30' TALL PINE 1153 10" APPLE -- Xt ti 10" A 8" 14" A 4 1055 SH 1104 ELM 1154 SH J 1056 8" ASH 1106 20' TALL PINE 1155 22" OAK + 1057 20" UNKNOWN TREE 1107 18" MAPLE 1156 16" OAK LJJ 'A' + 1058 30' TALL CEDAR X 1109 26' TALL PINE 1157 10" APPLE Xi135 1116 X 1059 8" ASH X 1110 26" MAPLE X 1158 16" APPLE X 1111 38' TALL PINE X 1159 16" APPLE 0 X 1060 12" ELM . ...... ... 1061 10" UNKNOWN TREE X 1112 38' TALL PINE X 1160 14" ASH _J 1062 12" UNKNOWN TREE X 1113 26' TALL CEDAR X 1161 12" APPLE 'e 1063 10" UNKNOWN TREE X 1114 30' TALL CEDAR X 1162 12" APPLE 064 10" ASH X 1115 30' TALL CEDAR X 1163 36" MAPLE 6 " 414 C.0 Engineering • Planning • Surveying 15050 23rd Avenue North- Plymouth, Minnesota# 55447 phone 7631476-6010 • fax 7631476-8532 E—Mail: mfro@mfro.com Client 32 Holding, LLC Crystal, MN Project ® akview Estates Shorewood, MN Sheet Title I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. m ature Name KATHLEEN O'CONNELL Date 10122Z02 License # 20862 Designed KOC Checked 10/22/02 Drawn JLT Approved KOC Date 10/22/02 Revisions , I? ��® Z O O �l I LANDSCAPE LE I KEY I BOTANICAL NAME ICOMMON NAME I SIZE I ROOT I QTY, I REMARKS C9 1 Acer saccharum � '- l Tifia americans TREES LISTED ARE TREES GREATER THAN 8" DBH, IN ACCORDANCE WITH PLYMOUTHS TREE ORDINANCE. TREES WITH LESSER DIAMETERS MAY EXIST ON THE SITE. WELL LOCATION 0 TREE TO BE SAVED X TREE TO BE REMOVED o ® TREE—ATTEMPT TO SAVE 4275 INDICATES ON—SITE TREES TO BE SAVED + 4255 ATTEMPT TO SAVE TREE X 4255 ON—SITE TREE TO BE REMOVED TREES IN STORM WATER PONDS NOT INCLUDED IN CALCULATIONS 71.6,9 " 8 -ir U� 5 U TREES OFFSITE NOT INCLUDED IN CALCULATIONS AREA INSIDE TREE PROTECTION 1-11 0 FENCING/NO GRADING TREE PROTECTION FENCE TREE PROTECTION FENCE—FEASABILITY TO BE DETERMINED IN FIELD FOR TREES THAT ARE IN ATTEMPT TO SAVE CATEGORY EXISTING CONTOUR EXISTING SPOT ELEVATION x EXISTING WETLAND LIMITS rn EXISTING STORM SEWER ST MH C16 > , I? ��® Z O O �l I LANDSCAPE LE I KEY I BOTANICAL NAME ICOMMON NAME I SIZE I ROOT I QTY, I REMARKS C9 1 Acer saccharum � '- l Tifia americans TREES LISTED ARE TREES GREATER THAN 8" DBH, IN ACCORDANCE WITH PLYMOUTHS TREE ORDINANCE. TREES WITH LESSER DIAMETERS MAY EXIST ON THE SITE. WELL LOCATION 0 TREE TO BE SAVED X TREE TO BE REMOVED o ® TREE—ATTEMPT TO SAVE 4275 INDICATES ON—SITE TREES TO BE SAVED + 4255 ATTEMPT TO SAVE TREE X 4255 ON—SITE TREE TO BE REMOVED TREES IN STORM WATER PONDS NOT INCLUDED IN CALCULATIONS 71.6,9 " 8 -ir U� 5 U TREES OFFSITE NOT INCLUDED IN CALCULATIONS AREA INSIDE TREE PROTECTION 1-11 0 FENCING/NO GRADING TREE PROTECTION FENCE TREE PROTECTION FENCE—FEASABILITY TO BE DETERMINED IN FIELD FOR TREES THAT ARE IN ATTEMPT TO SAVE CATEGORY EXISTING CONTOUR EXISTING SPOT ELEVATION x EXISTING WETLAND LIMITS EXISTING STORM SEWER ST MH C16 > EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB LINE EXISTING TREE & POINT NO, 10 2 5 Sheet Revision IVIFRA FILE NO.: 14004 Kt\sdskproj\HOL14004\dwg\01-02FTree.dwg 10/22/2002 01:5544 PM CDT No. Date By Remarks 0 15 30 60 120 Engineering • Planning • Surveying AFTER INSTALLATION, TRIM OUT DEAD WOOD AND WEAK AND /OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. SEE SPECS REGARDING PRUNING OF ALL OAKS. a , . k \I NOTE: INSTALL PLANT TO BEAR SAME_ RELATIONSHIP TO GRADE AS IN PRIOR GROWING CONDITION \ �6 AOLYP OR POLYETHYLENE 40 MIL 1 -1L2" WIDE STRAP ( P) DOUBBLE STRAND 14 GA. WIRE- 2 STEEL STAKES OR SIGN POSTS 0 180? O.C. (SEE STAKING DIAGRAM) TREE WRAP FROM BELOW MULCH LINE TO FIRST BRANCH OPTION- WHITE LATEX PAINT VERIFY W/ LANDSCAPE ARCHITECT 4 " -6" SHREDDED BARK MULCH EXISTING GRADE 1 MINIMUM 1VO WIDTH OF - OT BALL PLANTING SOIL Q III MIXTURE (SEE SPEC.) IIIiI.. UNDISTURBED OR � 11111 = ���� STABILIZED � SUBSOILS Z 0 i NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD a SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING REMOVE BURLAP FROM llll TOP OF BALL LOOSEN AND TURN ENTIRE VOLUME OF SOIL WITHIN BIODEGRADABLE TWINE MAY BE LEFT ON AS PLANTING ISLANDS, B.C. TO SUPPORT BETWEEN THE ROOT BALL AND ROOT COLLAR, TO B.C., OR IN CUTOUT UNTIL THE END OF THE PLANT ESTABLISHMENT PERIOD, TO A DEPTH OF 2' PRIOR AT WHICH TIME IT MUST BE CUT AND TOTALLY TO SOIL AMENDMENTS AND REMOVED FROM THE ROOT COLLAR. USE OF NON- PLANTING. BIODEGRADABLE TWINE SHALL NOT BE PERMITTED. A DECIDU ®US TREE PLANTING DETAIL NOT t0 SCALE REMOVE BURLAP FROM TOP OF BALL SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING PLACE PLANT TO BEAR SAME RELATIONSHIP TO GRADE AS IN PREVIOUS GROWING SEASON EXTEND MULCH BETWEEN PLANTS IN MASS PLANTINGS PULL MULCH BACK FROM TRUNK. 4 " -6" SHREDDED BARK MULCH EXISTING,- GRADE NOTE: GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 14 GA. WIRE- 3 ® 120? INTERVALS TYP -SEE STAKING DIAGRAM. 2 "x2 "x24" WOOD STAKE SET AT ANGLE- STAKE TOP BELOW GRADE COORDINATE STAKING MINIMUM - _ TO INSURE UNIFORM 1/2 WIDTH OF 4 " -6" -1111 I[� III ORIENTATION OF GUY ROOTBALL IIII 2012 LINES AND STAKES PLANTING SOIL =QIII 12 MIXTURE__ (SEE SPEC.) IIUII I �IIS VIII I III UNDISTURBED OR STAKING DIAGRA STABILIZED SUBSOILS BIODEGRADABLE TWINE MAY BE LEFT ON AS SUPPORT BETWEEN THE ROOT BALL AND ROOT COLLAR, UNTIL THE END OF THE PLANT ESTABLISHMENT PERIOD, AT WHICH TIME IT MUST BE CUT AND TOTALLY REMOVED FROM THE ROOT COLLAR. USE OF NON - BIODEGRADABLE TWINE SHALL NOT BE PERMITTED. LOOSEN AND TURN ENTIRE VOLUME OF SOIL WITHIN PLANTING ISLANDS, B.C. TO TO B.C., OR IN CUTOUT TO A DEPTH OF 2' PRIOR TO SOIL AMENDMENTS AND PLANTING. CONIFEROUS TREE PLANTING DETAII O. TO SCALE NOTE: TREES TO BE SAVED SHALL BE FENCED OFF WITH 4.0 FEET HIGH MINIMUM BRIGHT ORANGE POLYETHYLENE LAMINAR SAFETY NETTING SECURELY ANCHORED BY STEEL FENCE POSTS INSTALLED 6.0 FEET ON CENTER AT THE DRIP LINE, OR AS DIRECTED BY THE OWNER'S REP., TO INSURE AGAINST DAMAGE BY VEHICLES, COMPACTION OF SOILS AND /OR THE CHEMICAL ALTERATION OF SOILS DUE TO CONCRETE WASHOUT, PAINTS AND LEAKAGE OR SPILLAGE OF ANY TOXIC MATERIALS. ALL TREE PROTECTION ZIONES SHOULD BE DESIGNATED AS SUCH WITH "TREE SAVE AREA" SIGNS POSTED VISIBLY ON ALL SIDES OF THE FENCED AREA. CITY REQUIRED SIGNAGE TO BE ADDED. ©� E 15050 23rd Avenue North • Plymouth, Minnesota • 55447 phone 7631476 -6010 • fox 7631476 -8532 E —Mail: mfro@mfro.com Client 32 Holding, LLC Crystal, MN Project a Sheet Title �� NOTE: WELL, CITY SEWER, ELECTRICITY, GAS, CABLE TV, AND TELEPHONE ARE SERVICED FROM THE STREET TO FRONT OF HOUSE . s 13. LONG -TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 14. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTANED THROUGHOUT CONSTRUCTION PERIOD, ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE, ANY ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITYIES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE, 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS AND PERMITS GOVERNING THE WORK, 16. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454 -0002 (TWIN CITIES METRO AREA) OR 800 - 252 -1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 17. USE ANTI - DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BESPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 18. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MNDOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC, SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10 -10 -10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING INTO THE TO 12" OF SOIL. 19. ALL PLANTS SHALL BE GUARANTEED FOR ONE COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS, 20. SEASONS /TIME OF PLANTING; NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-- SEASONS ENTIRELY AT HIS /HER RISK, DECIDUOUS POTTED PLANTS: APRIL 1 -JUNE 1; AUG, 21--NOV, 1 DECIDUOUS B &B: APRIL 1 -JUNE 1; AUG, 21 -NOV. 1 EVERGREEN POTTED PLANTS: APRIL 1 -JUNE 1; AUG, 21 -OCT. 1 EVERGREEN B&B: APRIL 1 -MAY 15; AUG. 21 -SEPT, 15 21, MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE, PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF PLANTINGS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTING IS ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE- SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION, AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THOUGHOUT THE GUARANTEE PERIOD, 22. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 23. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 24. CONTRACTOR SHALL REQUEST IN WRITING,A FINAL ACCEPTANCE INSPECTION. 25. SEE SHEET X FOR PROPOSED IRRIGATION SYSTEM. 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI -Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6, EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC, WITH 4' HT, ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING, 7. ALL PLANT MATERIALS QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE, THE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT I°ATERIALS PRIOR TO INSTALLATION. 8. ALL TREES MUST BE PLANTED, MULCHED, AND STAKED AS SHOWN IN THE DETAILS. 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 10, MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS, SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON -SITE FOR APPROVAL, DELIVER MULCH ON DAY OF INSTALLATION, USE 4" FOR TREES, SHRUB BEDS, AND 3" FOR PERENNIAL /GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 11, THE PLAN TAKES PRECEDENCE OVER THE PLANT SCHEDULE IF DISCREPANCIES EXIST, THE SPECIF!'C °.TIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 12, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO wOMPLETE THE WORK SHOWN ON THE PLAN, VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE. 26. ALL DISTURBED AREAS TO BE SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 27. REFER TO WAL -MART SPECIFICATION FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 1. ALL PLANTS MUST BE HEALTHY, MGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND OFBURLAPPED AS INDICATED IN THE PLANT LIST, 2, ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED, 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANYPLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING ORAFTER INSTALLATION, 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 4 Signature Name KATHLEEN O'CONNELL Date 10/22/02 License # 20862 Designed KOC Drawn JILT Date 10/22/02 Checked 10/22/02 Approved KOC Revisions Qh eet Revisi MFR FILE N O.: 14004 COORDINATE STAKING TO INSURE UNIFORM ORIENTATION OF GUY LINES AND STAKES. 180° 180' STAKING DIAGRA PERFORATED SLIT PVC COLLAR Kl \sdskpro j \HOL14004 \dwg \01- 02FTree,dwg 10/22/2002 0155144 PM CDT No, Date By Remarks