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OWNER <br />ALAN & JONI <br />GREENWALDT <br />/ <br />© LANDFORM 2024 <br />-Gravel Access -Bituminous- <br />12" RCP- <br />INV=905 00 <br />o <br />CO <br />Proposed Septic Site -\ <br />m { \ <br />/ I <br />I, <br />I <br />I/ <br />B-154 \ <br />1 <br />o I —SEPTIC B <br />13153--_ _( <br />POND 51P <br />100-YRHWL=9073 \, <br />OUT=907 0 / ! <br />BTM = 905 8 / <br />POND 5 2P <br />100-YR HWL= 9071 <br />OUT=907 <br />BTM 905 8 <br />- I <br />/( <br />// g / / <br />-?l t LO=910.0 <br />\ I I BF=907.0 <br />((909.5)) <br />AV <br />INV=C90461 d I A n <br />204.2 <br />SEPTIC A <br />'100 YR-HWL'T <br />B-151 <br />T 1 <br />I <br />Wetland Buffer - <br />(TYp) l <br />1 <br />7 <br />I <br />Drainage and Utility Easement <br />I I <br />it <br />\\ <br />GI-=915.0 <br />TF=915.3 <br />CUSTOM <br />LO <br />I.I <br />Proposed <br />Well <br />{ <br />Wetland <br />100 YR HWL: <br />210.2 <br />Proposed Septic Site -\ <br />I <br />1b <br />T <br />L <br />13 147 7 <br />SEPTIC B <br />H <br />SEPTIC A <br />B-148 <br />Proposed - <br />Well <br />\ - <br />i <br />/ <br />Drainage and Utility Easement 1 - <br />21" HDPE- <br />200.0 <br />r —INV=903.29 <br />11 <br />GI-=912.0 <br />TF=914.3** <br />CUSTOM <br />LO <br />B-149 <br />LO=909.0 <br />BF=906.0 <br />((908.5)) <br />1 <br />_ 2 <br />Wetland Buffer - _ // I <br />(TY�) \' - <br />I >\ <br />j <br />`v�\ ) \ <br />\ I <br />I / '\ <br />/ <br />I <br />1 OND 42P <br />100-YR HWL= 904 6 <br />OUT=903 7 <br />BTM = 902 5 <br />200.0 <br />r <br />I li I'', I <br />^r <br />/\ \ / F - I \ I \ /^\ / <br />200 0 <br />\ , Drainage and <br />\ 6's N i' Utility Easement <br />)--. \ <br />\\ \\ <br />\ <br />GI-=910.0 <br />\ \ <br />TF=911.3* 11 <br />CUSTOM 1, <br />LO I <br />1 <br />CO <br />m <br />CO <br />N89°31 ' 98" W 1310.87 <br />Proposed Septic Site -\ <br />B-146 ��143 - <br />SEPTIC B <br />LO=906.0 <br />BF=903.0 <br />((905.5)) <br />'/ , I <br />Drainage and Utility Easement <br />Proposed 3 1 <br />Well 1 1 <br />POND 43P\ <br />100-YR HWL= 900 2 <br />OUT=900 0 <br />BTM =898 8 <br />GREENWALDT, ,�ONI L <br />PID: 05-32-25�01-0001 <br />FQ <br />J L_—� <br />s/� <br />Fp <br />200.0 <br />T <br />SEPTIC A <br />B-145 <br />' \ <br />Wetland Buffer -' <br />(TYP <br />- Proposed <br />Well <br />Proposed Septic Site -1 <br />200.0 <br />B-142 <br />_L <br />7 <br />d <br />B-139 <br />SEPTIC B \, <br />B-141 <br />• <br />ooa�r _ <br />7— _ <br />SEPTIC A <br />-POND44P <br />100-YR HWL= 9001 <br />OUT=900 2 <br />BTM = 899 0 <br />Drainage and Utility Easement - „.„. <br />I <br />/ <br />/ \ / <br />of � <br />- <br />r- II <br />1 <br />/ <br />Wetland Buffer -' <br />(TYP <br />)---- <br />)- <br />I^\\ ) <br />FQ <br />i <br />—) <br />- Drainage and Utility Easement <br />/ <br />I <br />I \ <br />'200.0 <br />S89°37'52"E 1311.52 <br />h' 1 1 I ' 1 K / /- 1 I 11 1 I / <br />-.1 <br />Proposed Septic Site ,\ <br />B <br />14 <br />B-138 <br />SEPTIC B <br />H <br />SEPTIC A <br />B-137 <br />100 YR-HWL <br />t 1 <br />� 1 <br />B-135 <br />200.0 <br />5 <br />POND 4 5P <br />100-YR HWL= 900 3 <br />OUT=900 2 <br />BTM = 899 0 <br />Wetland Buffer - <br />\ (TYP <br />\ — <br />— t <br />Centerline as traveled <br />— . — 6 ) <br />Io, <br />Proposed <br />Well <br />Wetland / <br />) —) _ 100 YR HWL: <br />I <br />\ \ 1 II <br />Drainage and Utility Easement J- <br />1 <br />-- Approx Floodplain <br />\ <br />200.0 <br />a <br />(3r=911.5 <br />TF=911.8 <br />CUSTOM <br />FB <br />)— ) <br />- d <br />200.0 0 <br />Drainage and Utility Easement <br />BF=903.5 <br />/ <br />/ <br />/ Proposed Septic Site - <br />B-134 <br />SEPTIC B <br />SEPTIC A <br />B-132 <br />I /7 <br />OUT=907 2 <br />6 <br />B-131 <br />- Proposed <br />Well <br />CO <br />co <br />CO <br />CO <br />107.4 <br />Wetland <br />\) Wetland Buffer - <br />OUT=904 6 <br />-Anoka Co <br />NVV 1/4 of <br />corner of t <br />/- Proposi <br />BL <br />Wetland Buffer <br />CFYP <br />co <br />LO <br />CO <br />in <br />LO <br />co <br />• <br />rtrr <br />TF <br />Cl <br />BF <br />B-130 <br />SEPTIC / <br />B-129 <br />Proposed Se <br />CK <br />10 <br />NORTH <br />3EE SHEE <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 I REVISION HISTORY <br />DATE <br />CONTACT ENGINEER FOR ANY PRIOR HISTORY <br />ISSUE / REVISION <br />16 Oct 2024 Tree Inventory <br />14 Nov 2024 Pre Plat Resubmittal <br />REVIEW <br />ETL <br />ETL <br />CERTIFICATION <br />,ck <br />cAkx- ,\O <br />(),(0T) <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 />1111111 <br />FILE NAME <br />PROJECT NO. <br />FORM <br />ZZZ24725 <br />PRE PLAT INSET 1 <br />50 <br />0 100 <br />C2.1 <br />Landform.and Site to Finish°are registered service marks of Landform Professional Services, LLC <br />