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HomeMy WebLinkAbout12441 COFFEE TRLQ 2000 John 011ver Associates Inc. 1 N17 49.26 01 N 0 R 41 N V 0 O Z II WETLAND I y 70.80 to r I 45.26 PROPOSED o.s I I HOUSE I 969.70 10.0 N i 1 I I 971.22 x I I 2.0 I o I of o; I I t 61 to I 97973 °I 31.0 96e.46 972.74 972.2 969.44 I N30 55.43 S8 40'53 "W 38.75 N26 0 22'22 E 56.96 x 965.56 966.51 i1 i 946.02 O I 1965.43 i 6 Mi 0.5 r 966.7E 106 W `Y x 969.e0 I� 0 O S88 0 07'26 "W 'I 2 Call 48 Hours before digging GOPHER ST ONE CALL Twin Cities Area 651 -454• -0002 MN. Toll Free 1- 800 -252- -1166 t6 t r 1 0� Q 0 1 O E ROSION CON' RO MNS7' g� 1 L PAS OP- 1 1 r f. NGS i1 S INspECr1ON NO st //V /G °pop v DESCRIPTION RIGI:F 6 1 1 TES rr to 1 re( J 1 BEN0 MARK TOP 'RON PIP£ J BENCHMARK POWER LINE OWER EL 972.2J I N I x 70.76 E IRON 69.44 y x 973.25 I I I I I I I I I I I I I I I I SETBACK LINE I I 10 I N DRA'IIAGE AND UTILITY EASEMENT PER PLAT \944.96 o 379.20 0 o S83 029'07 W 602.85 v� �o Q lr JILT 954.45 196511 I I �ry1tie ti I l �QQ I LI I \s� I I #o D,lfh P N S P A lo z -----L- I f 305.67 S88 0 09'34 "W 680.46 C. S A. H. NO. I I AUG 17 2000 U Engineering Reviewed Date: I 0 30 60 90 FT SCAI-E IN F;L DUI]Gf!I-; SETBACK RF(;IP,F.MEIIi FRONT '4PD: 40 FEET SIDE YrRD lci ;100SE: 30 FEET REAR YFRO: 3J FEET I I I 01 N 0 R 41 N V 0 O Z II WETLAND I y 70.80 to r I 45.26 PROPOSED o.s I I HOUSE I 969.70 10.0 N i 1 I I 971.22 x I I 2.0 I o I of o; I I t 61 to I 97973 °I 31.0 96e.46 972.74 972.2 969.44 I N30 55.43 S8 40'53 "W 38.75 N26 0 22'22 E 56.96 x 965.56 966.51 i1 i 946.02 O I 1965.43 i 6 Mi 0.5 r 966.7E 106 W `Y x 969.e0 I� 0 O S88 0 07'26 "W 'I 2 Call 48 Hours before digging GOPHER ST ONE CALL Twin Cities Area 651 -454• -0002 MN. Toll Free 1- 800 -252- -1166 t6 t r 1 0� Q 0 1 O E ROSION CON' RO MNS7' g� 1 L PAS OP- 1 1 r f. NGS i1 S INspECr1ON NO st //V /G °pop v DESCRIPTION RIGI:F 6 1 1 TES rr to 1 re( J 1 BEN0 MARK TOP 'RON PIP£ J BENCHMARK POWER LINE OWER EL 972.2J I N I x 70.76 E IRON 69.44 y x 973.25 I I I I I I I I I I I I I I I I SETBACK LINE I I 10 I N DRA'IIAGE AND UTILITY EASEMENT PER PLAT \944.96 o 379.20 0 o S83 029'07 W 602.85 v� �o Q lr JILT 954.45 196511 I I �ry1tie ti I l �QQ I LI I \s� I I #o D,lfh P N S P A lo z -----L- I f 305.67 S88 0 09'34 "W 680.46 C. S A. H. NO. I I AUG 17 2000 U Engineering Reviewed Date: I 0 30 60 90 FT SCAI-E IN F;L DUI]Gf!I-; SETBACK RF(;IP,F.MEIIi FRONT '4PD: 40 FEET SIDE YrRD lci ;100SE: 30 FEET REAR YFRO: 3J FEET I IO U_S E TWi FB /U10 PROPOSED !IOUSE ht VATIONS: FINISIILW FIOCR LLLV'ATION 968.0 0 GARAGE S1, TOP GF BLOCK UIVATION X LOWEST FLOOR LLEBA 00N 960.0 BENCFI6IARK CONTROL POINT #12 0 x IRON PIPE ELEVATION 967.79 0 F- U N LLl I� D 0 z O X Y TI C o 0Y O x x 0 x M x OF (L C 00 OZ Cj U o I �I f= 0 i it w U ,'O Z Y Z 0 (7 n U G j N N T TS N ci C T U 0 O U C (n d L I_ L C7 0 N I _r_ O c: U N N TN U� L 9) a1' L C Y_ I n (1 1 y tj b w VVUII y' d cq O .N 4 ca ;!i N t� h E4 .2 U M U) O 7_ N r O 0 y U N 0 O O �t v M I C y m NW1� C a x x x x i 3 0 x M x OF (L C I OZ O U o f= 0 w U n a x x x x i 3 0 x SKEET HO. x OF I