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HomeMy WebLinkAbout16537 Elm Creek Ct SurveyConstruction Notes: 1. Install rock construction entrance_ 2. Install silt fence as needed for erosion control. 3. Sidewalks shall drain away from house a minimum of 1.0%. 4. Contractor must verify driveway design. 5. Contractor must verify service elevation prior to construction. 6. Add or remove foundation ledge as required. General Notes: 1. Grading plan by Pioneer Engineering last dated 3/28/14 was used to determine proposed elevations shown herein. 2. This survey does not purport to show improvements or encroachments, except as shown, as surveyed by me or under my direct supervision. 3. Proposed building dimensions shown are for horizontal location of 93 x1 1 X 1 g30 6 \\ W ea \ PrHoose Benchmark: \ 935 top of spike r9 9 elevation 935.27 `�SSJ g34g3a9 1 I X 935.6 934.6 I �2 X 936.2 30 935' structures on the lot only.Contact builder \ - prior to construction for \ Vx 935: approved construction plans. r-\ x 936.5 35.3 i 4. No specific soils investigation has been performed on this lot by the x 9 surveyor. The suitability of soils to support the specific house proposed, is \ not the responsibility of the surveyor. (,-, X 934'7 90 I s` 5. This certificate does not purport to show easements other than those 4g x 933.8 O�\' 934. X \ shown in the recorded plat. Y X 931 4 203-6 329 / / 934.4 1 6. Bearings shown are based on an assumed datum. �0 �$ `93 _k Quo g20� sro`i X 930.7 930.6 . a\X / i93 A `1 93 93 rLfa • \JO L9 oa Oico o 1 X 930.0 193. 930.7 / \ �� •> 6 ZA '0'& 1 • / \\ 931. �� O 3 X 934.5 X 930 0 / \� / �j C 6 934.5 Lot area =14225 SF House area =2126 SF Porch area =151 SF Sidewalk area =30 SF Driveway area =934 SF Total Impervious Area =3241 SF Impervious Coverage =22.8% Lowest allowable floor elevation :929.3 House elevations (Proposed) / As -buil Lowest Floor Elevation :(930.0) / Top Of Foundation Elev. :(938.0) / Garage Slab Elev. @ Door :(937.7) / T.O.F. Elevation @ Lookout: (933.2) / 2 934. p \\ / X 930.7 31 • `�`+ 0. ' 34.3 \\ 929.21 /X 929.8 _ _ tK930.9 a \ 1 tS` J 29 2 / / 4. O t 3r. p 9349 O 1 93 95 X ` 29.4 I /I -71 X 93.7 93 X 1.6 ``�` X ��9 .� O X 91"54.3 33 l �_' 933.8 92 X929.3 930 X X 930.8 t` CP. 34.1 929.6 X 930.7 ,` O C3 0 2 1� p S 6f 1 929.5 X X 929.8 931' m p, 931' Ik �' `•� V3 ; •� �- 1✓ 1 1 931.0 X S 0/ O 519. \ 1 X 933. �rt a X 93 .7 934.0 �\ X 934.1 X 1.7 X 934.2 j\\ ` 9•y3� J 0 X q29.0 �.1 X 33. N928.9 N p i�j 931.0 X0 00\\ ` X X 929.0 �p a 1 X 930.6934.2 \ 1 X 1 NN 1 X 929.6 934.3 L, 1 X 934.0 \\ lJ l AID o a 1 9.50? X 931.9 Benchmark: Cn g~ X top of spike \ 928.6 9;s 93°a J\ 928.6 g32° X elevation = 934.29 1 U, 934.; X 928.8 0 o \ \lr X 930.5 0 \\ Q _ ! I 934.5 34.525 A j 1 X 929.6 932.7 9 p5 934,fg34AX 934.9 1 1 51 \ X 934.8 lT X 98.7 _ a X 934.7 928.4GV�{I L (� X 928.6 �° \ I 930.2 93 0.7 Cg3p� X 934.1 X 935.4 L� X 932.3 sea t X 928.4 X 928.3 W 928.3 X 0) We hereby certify to Lennar Corporation that this survey, plan orreport 1 was prepared by me or under my direct supervision, and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota, dated 09/24/15. Signed: i eer E gineering, P. A. BY: Peter J. Hawkinson, Professional Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com X 929.6 A �fi S-75041" X94S„W The curb box, drain the cleanout and catch basin (if applicable) must be inspected and accepted before As -built escrow monies will be released. All structures must be flush with the sod. This will be scheduled with the landscape inspection. X 931.2 931.7 EO w J T 1 i I �0 1 co 1 W 1 4 � 1 � 1 LA N •. _ - R 42�,�0 23,36 i 1 933 y 1 133 9 1s I 933.9 30 1 I I I I� r. p v �✓ 15�1'�pP o SiYr, bb 4, e3 ir1 eQsc�►en S Inc+kVee i b©��tom C� Sid n sod l I' ir,,� -�14 00 o, nf? 410n ►�io Itxlaj Scale: 1" = 20' Benchmark: Top Nut Hydrant Lots 7-8 Block 1 Elevation = 938.99 Revlsims: 1-)09-29-1 5 Stake house 2.) 12-23-5 Revised House Dim. 3.) 12-28-15 Re -stake House Z O r il' a UF_ 0 m,* V7 X o0 J J J H v } p O 1n L C C t M Q p0 '>c QN -Y"' C J N 0 +'WU _ W U (_j EV) v Y E L 0 L- tn' rU U m +' E v +O+ -1-1 W _ma r v C o 'O = U N U a) O V Q Denotes service ❑O Denotes television box ■ Denotes electric box ❑Q Denotes telephone box X 000.00 Denotes existing elevation ( 000.00 ) Denotes proposed elevation -_ Denotes drainage flow direction A Denotes spike Lowest allowable floor elevation :929.3 House elevations (Proposed) / As -buil Lowest Floor Elevation :(930.0) / Top Of Foundation Elev. :(938.0) / Garage Slab Elev. @ Door :(937.7) / T.O.F. Elevation @ Lookout: (933.2) / 2 934. p \\ / X 930.7 31 • `�`+ 0. ' 34.3 \\ 929.21 /X 929.8 _ _ tK930.9 a \ 1 tS` J 29 2 / / 4. O t 3r. p 9349 O 1 93 95 X ` 29.4 I /I -71 X 93.7 93 X 1.6 ``�` X ��9 .� O X 91"54.3 33 l �_' 933.8 92 X929.3 930 X X 930.8 t` CP. 34.1 929.6 X 930.7 ,` O C3 0 2 1� p S 6f 1 929.5 X X 929.8 931' m p, 931' Ik �' `•� V3 ; •� �- 1✓ 1 1 931.0 X S 0/ O 519. \ 1 X 933. �rt a X 93 .7 934.0 �\ X 934.1 X 1.7 X 934.2 j\\ ` 9•y3� J 0 X q29.0 �.1 X 33. N928.9 N p i�j 931.0 X0 00\\ ` X X 929.0 �p a 1 X 930.6934.2 \ 1 X 1 NN 1 X 929.6 934.3 L, 1 X 934.0 \\ lJ l AID o a 1 9.50? X 931.9 Benchmark: Cn g~ X top of spike \ 928.6 9;s 93°a J\ 928.6 g32° X elevation = 934.29 1 U, 934.; X 928.8 0 o \ \lr X 930.5 0 \\ Q _ ! I 934.5 34.525 A j 1 X 929.6 932.7 9 p5 934,fg34AX 934.9 1 1 51 \ X 934.8 lT X 98.7 _ a X 934.7 928.4GV�{I L (� X 928.6 �° \ I 930.2 93 0.7 Cg3p� X 934.1 X 935.4 L� X 932.3 sea t X 928.4 X 928.3 W 928.3 X 0) We hereby certify to Lennar Corporation that this survey, plan orreport 1 was prepared by me or under my direct supervision, and that I am a duly licensed Land Surveyor under the laws of the State of Minnesota, dated 09/24/15. Signed: i eer E gineering, P. A. BY: Peter J. Hawkinson, Professional Land Surveyor Minnesota License No. 42299 email-phawkinson@pioneereng.com X 929.6 A �fi S-75041" X94S„W The curb box, drain the cleanout and catch basin (if applicable) must be inspected and accepted before As -built escrow monies will be released. All structures must be flush with the sod. This will be scheduled with the landscape inspection. X 931.2 931.7 EO w J T 1 i I �0 1 co 1 W 1 4 � 1 � 1 LA N •. _ - R 42�,�0 23,36 i 1 933 y 1 133 9 1s I 933.9 30 1 I I I I� r. p v �✓ 15�1'�pP o SiYr, bb 4, e3 ir1 eQsc�►en S Inc+kVee i b©��tom C� Sid n sod l I' ir,,� -�14 00 o, nf? 410n ►�io Itxlaj Scale: 1" = 20' Benchmark: Top Nut Hydrant Lots 7-8 Block 1 Elevation = 938.99 Revlsims: 1-)09-29-1 5 Stake house 2.) 12-23-5 Revised House Dim. 3.) 12-28-15 Re -stake House Z O r il' a UF_ 0 m,* V7 X o0 J J J H v } p O 1n L C C t M Q p0 '>c QN -Y"' C J N 0 +'WU _ W U (_j EV) v Y E L 0 L- tn' rU U m +' E v +O+ -1-1 W _ma r v C o 'O = U N U a) O V Q