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OWNER <br />ALAN & JONI <br />GREENWALDT <br />© LANDFORM 2024 <br />/ <br />/ <br />12" RCP- <br />INV=905 00 <br />0 <br />oo <br />O <br />o <br />O <br />100.0 <br />6.0 <br />f <br />i <br />-Gravel Access -Bituminous- <br />INV=904.61 <br />( <br />( <br />/ <br />SEPTIC B <br />1 <br />POND 5.1P - <br />100-YR HWL-- 907.3 <br />OUT=907.0 <br />BTM = 905.8 / <br />POND 5.2P <br />100-YR HWL= 907.1 <br />OUT=907.0 <br />BTA• = 905.8 <br />( <br />/ <br />15' Dia. Culvert <br />SEPTIC A <br />0 <br />rn <br />s'"(i b-=915.t, <br />TF=915.3 <br />STOM <br />L <br />LO=910.0 <br />r' \-940 BF=907.0 <br />((909.5)) <br />--908 <br />�910 <br />10) <br />( <br />) <br />I- ,- Drainage and Utility Easement <br />( <br />Wetland <br />100 YR HWL: <br />( <br />( <br />( <br />1 <br />■ <br />10.3 <br />■ <br />■ <br />0.1 <br />v <br />1111111 <br />- - INVr903.29 <br />21" HDPE- <br />�I <br />21" Dia. Culvert <br />SEPTIC B <br />441 <br />SEPTIC A <br />1.1 <br />2 <br />I <br />I\ <br />\N N <br />\ I / <br />-INV=9p33 <br />L J/ <br />B-150� <br />L 01 <br />&- 912.0 <br />TF=914.3** <br />CUSTOM <br />LU <br />B-149 <br />LO=909.0 <br />GF=906.0 <br />((908.5)) <br />/ <br />/ <br />-i - 4OND 4.2P <br />Drainage and Utility Easement -' 100-YR HWL= C04.6 <br />OU'I =903.7 <br />BTM = 902.5 <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />o CO <br />■ <br />1� <br />Q <br />(0 CO CA 00 CO. ■ <br />^\r- <br />/\ \ / F - <br />C D <br />1 p <br />GREENWALDT, L <br />P I D: 05-32-25L fl 1i-boo 1 <br />21" Dia. Culvert <br />IN IN <br />^ I \ I \ /\ / <br />B-146 <br />Drainage and -% <br />i' Utility Easement <br />CUSTOM <br />LO=906.0 <br />BF=903.0 <br />((905.5)) <br />Drainage and Utility Easement <br />POND 4.3P <br />100-YR HWL= 900.2 <br />OUT=900.0 <br />M <br />M <br />- 10.9 <br />-71 F143 <br />SEPTIC B iw <br />SEPTIC A <br />fi <br />• <br />co <br />cf 13.07 <br />10) <br />Drainage and - _ <br />Utility Easement <br />1-1- 15" Dia. Culvert <br />1 <br />71-1 <br />OUT=900.2 <br />B-138 <br />SEPTIC B <br />SEPTIC A <br />20 <br />nr- <br />15" Dia. Culvert <br />• <br />B-135 <br />B-137 <br />POND 4.5P <br />OUT=900.2 <br />= 899.0 <br />Wetland ; <br />100 YR HWL:" <br />Drainage and Utility Easement <br />15" Dia. Culvert <br />TF=911.8 <br />CUSTOM <br />wlats <br />BF=903.5 <br />49 <br />POND 4.6P <br />CUT=907.2 <br />6 <br />Drainage and - <br />SEPTIC, B <br />SEPTIC A <br />B-131 <br />POND 3.7P - <br />117-YR HWL= 904.9 <br />OUT=904.6 <br />-Anoka Co <br />corner of t <br />BL CK <br />Lu <br />10 <br />NORTH <br />SEE SHEET C3.2 <br />Wetland <br />4741 153RD AVENUE NW <br />RAMSEY, MN 55303 <br />612-202-9421 <br />CITY <br />PROJECT <br />EMERALD <br />ESTATES <br />RAMSEY, MINNESOTA <br />ISSUE / REVISION HISTORY <br />DATE <br />14 Nov 2024 <br />CONTACT ENGINEER FOR ANY PRIOR HISTORY <br />ISSUE / REVISION <br />Tree Inventory <br />Pre Plat Resubmittal <br />REVIEW <br />ETL <br />ETL <br />CERTIFICATION <br />C''C 00,C <br />cs\o <br />coo' <br />IF THE SIGNATURE, SEAL OR FOUR LINES DIRECTLY ABOVE ARE NOT <br />VISIBLE, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED <br />READABILITY AND IS NO LONGER A VALID DOCUMENT. PLEASE CONTACT <br />THE ENGINEER TO REQUEST ADDITIONAL DOCUMENTS. <br />PRELIMINARY PLAT <br />NOVEMBER 14, 2024 <br />FILE NAME <br />PROJECT NO. <br />• <br />ZZZ24725 <br />GRADING, DRAINAGE & EROSION <br />CONTROL INSET 1 <br />C3.1 <br />0 100 <br />Landform'and Site to Finish'are registered service marks of Landfoml Professional Services, LLC. <br />