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CrtiPicto or Surve AREA OF LOT = 91, 920± SQ. FT <br /> PERI OP ` <br /> For: MASTERPIECE HOMES <br /> WEAR C 1 RCLE <br /> co <br /> 986.16 Edge of bituminous--- Eeo.94 N 89°17'23" W <br /> 0 216.89 <br /> - r_ 71.8 +988.88 o 993.10 <br /> CMp 8S <br /> 993.40 <br /> 98GE7.73+ +990.24 GE+ <br /> 3 <br /> 2 I /\ -I- A <br /> r0 2 I I I I <br /> L- \/ I 1 <br /> N d <br /> Ns- N 3 <br /> 8 +991.20 <br /> 10od• <br /> GE <br /> tO +990.13 10 <br /> cn <br /> 8 M +987 .91 GE <br /> to (o <br /> I1! -1*-982.06 0• <br /> DITCH �,°j 0) <4/ <br /> 4 _--- 0qCO. Top of hub X <br /> ,41011 986.51 988.27 `\..\ <br /> NORTHJ 982.48 <br /> EB f �- (o„�� o `, <br /> tb <br /> ___________ ' o,.p e y o,,� 108.6 <br /> Oi °� ' - 7 32 *' X9 OX r ! ., <br /> .. ) <br /> 4'3. <br /> 4m / Proposed s o, <br /> 9 <br /> `LE <br /> a) <br /> o • Well i 5 � 0 3 <br /> a,0 N / 0 o Prop. x e ,� <br /> a * 96 N <br /> 976.99 N,o V. House S E 1 ca <br /> CMP18 '�?:,__ // 8 _ / 986.92 4 op N *Z, <br /> old/ ,} Q.;; U IC HSEC ----i 991.11 ro 0 D <br /> vert____%• • --.7.7>R 9CMP\8 5.5 - ' HSECOR 0 a3 <br /> 981.45 NL Gar. �-� 65 N a) <br /> PP / Proposed Drive Iii <br /> .� 9$ <br /> o f 6% Future c <br /> gal 2R 26.5 �( Proposed o <br /> HSE✓�p. ^yy9a ,\ septic ��� CAn+ic L <br /> -, �--_ �-/ ,.,_-- SF,�,tS� tanks o! Area <br /> 981.82 / 996 <br /> 9 `fl <br /> g <br /> CIT <br /> O OR _OPP 4988.91 --992.95 `995.96 9 22� c�` <br /> SITE PLAN _._?<- GRADING P N w Top of hub <br /> g--APPROVED-6.1e-A- as 5 <br /> is <br /> A(= I)VED WITH i,:.: ,:,.,9 <br /> 997.19 <br /> 1.1 ! ` `�I <br /> i� ' ED 9: .44 / M <br /> WALN U T18 <br /> BY P" 10 <br /> _ - <br /> Tr <br /> DATE 5--2 4-ev` O.- GE <br /> 995.96 <br /> o) O <br /> • GE989.73 + GE + Proposed <br /> + <br /> p • 993.86 Septic <br /> V d• <br /> N N ,(-.\. /0/ GE Area <br /> // // // o< ��o <br /> a _j �� ,� <br /> 983.19 �, I <br /> X X <br /> PP <br /> L L -1- J <br /> • 138.5 _ '�.� o <br /> 286.00 :: 994.61 <br /> o,�Q� *985.28 00�i N 89°17'23" W ,irBMC• <br /> K2 <br /> m <br /> Q PP .-/( (4.i CO <br /> WATERTOWN RO,41:) <br /> DIAG: 139.67 X 37.5 = 144.6 (30' ®) 3 <br /> 0 <br /> BENCHMARK: Top of 3 inch diameter pipe near <br /> SE corner of property ELEV. = 999.0 wt. <br /> 0 DENOTES IRON MONUMENT .o <br /> DENO TES JO FOOT OFFSET PROPOSED ELEVA 17ONS: =o <br /> ® <br /> C-) DENOTES PROPOSED ELEVATIONS. TOP OF BLOCK = 988. 1 (12cs) <br /> DENOTES DIRECTION OF DRAINAGE GARAGE FLOOR = 987.8 <br /> BEARINGS ARE ON AN ASSUMED DATUM LOWEST FLOOR = 980.0 <br /> Lot 1, Block 3, ROLLING' MEADOWS 2ND ADDITION, Hennepin County, Minnesota. <br /> Revised 5/20/96 (septic areas moved) <br /> Scale: 1"-= 40' i Drawn By JKB I Book Page <br /> Disk: 67 I Job No. 96287HS <br /> / hereby certify that this plan, survey or report was prepared by me or under my EAR= 4 SONS, INC. <br /> di -c super '.n and .at am a duly Registered Land Sury or under the laws LAND SURAMORS <br /> o • Sta Oof •ratt......°' 9180 LEXINGTON AAR. NO. <br /> � • Dated this ?A�1 day of 19 �. <br /> !� CIRCLE PINES, MINNESOTA 5.5.014-3625. <br /> 4 ' -`r c 111. License No. TEL. 186-5.5.56 PAX -186-6001 <br />