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MATCH LINE - SEE LOWER RIGHT A G\ <br />BTUB <br />INV-B03 2 <br />PLAN ADJ. <br />L4" -- 1 -- I-- -- -- 8„WM <br />— — — — — — I', <br />— <br />24 547.51 0 <br />32" 141.43 <br />439.36� o <br />� <br />n <br />DEDICATED R/W FOR 1 2 �, 2 <br />; <br />FUTURE ROADWAY \ �Ifp"' \ <br />SANITARYS E � � <br />V9.0 <br />4 <br />�M n 4- 4? `oo i iq <br />54.81 i ' <br />I� � <br />1 00 <br />L=62.110 <br />» <br />19 <br />A� 27"DEP I �� 224.77LQ / <br />\V/ 4:�'DE/ / — / N 18"DBL / <br />ILLU <br />,• J <br />18„ <br />W I I I v / <br />9 <br />SANITARY SEWER �'` oh 04Q <br />o _ . — <br />X Q"24 A-1� to / <br />U„ <br />I 18» � ,28 <br />20 DEAD 18 41 <br />,M 44 <br />O / <br />2 <br />21 ,. 18" / P 19„ <br />48" <br />3ICI WDEAD / / — 30" <br />34.71 <br />4. <br />o ^1 i 42 74 09 19» A8o 1 » NW9121 T / <br />CJ <br />3. \ .) NI 0 , <br />I18" ✓ <br />1911 / of Z L=54.52 S2 <br />L_54 p2 80 <br />CULVERT <br />UNDER 16"16"1 g" Q <br />^� oh• � � oti � s OO11 WM h� / 2 <br />10 <br />000 / O <br />h o ♦ / ,3 ` q� <br />CULVERT <br />UNDER I 3 18 CP _ `n <br />WATER CP=919121 ° <br />(� 4) 00 <br />G J �� <br />\V,/ /�Qo , / , /° Q 20" s `��' 00 <br />0 v'R. coo' p si <\ <br />3 � 24 / o b <br />SANCTA SEWER �� <br />R50' �o 9 / O <br />40O <br />' ^ I �I � 64j/ p L rn I J Off. <br />V 1 I 25" ^� O�`� N` <br />II h <br />°»18» <br />O • — (�o �6 � ' Y01- <br />lir A W 24 <br />o* / <br />/ <br />7' / <br />,( V / <br />41 / <br />/ <br />SYMBOL LEGEND <br />0 <br />GENERAL <br />NEW BITUMINOUS PAVEMENT <br />PROPERTY LINE <br />EASEMENT LINE <br />— • — • — RIGHT-OF-WAY LINE <br />..-. .-. ... ...— SETBACK LINE <br />-. <br />__J <br />/O O D <br />S <br />SAN MH <br />918.9 <br />INV-896.8 <br />1 <br />TV <br />CB <br />RIM-917.4 <br />INV-912.9 <br />• <br />I <br />(B <br />RIM=915.8 <br />INV=911. <br />INV-911.6 <br />1g• RCP <br />" CONNECT TO EXISTING <br />— <br />SANITARY SEWER STUB . <br />STUB <br />INV=897M <br />PLAN ADJ. <br />1 ^ 1 <br />. <br />1 1 <br />I <br />I <br />Birch St <br />T <br />125 (155) <br />10 (10) N00 <br />N <br />a <br />Ln 0 <br />U <br />MATCH LINE — <br />_ _SEE UPPER LEFT — <br />OC 18" <br />�' / ,1 — o" Q CSAH 54 /BIRCH STREET <br />I I � � � . / Q' <br />4 V INTERSECTION <br />al <br />�/ <br />r`O I � OQ �? o Un \ � �[ / EXISTING TRAFFIC COUNT DATA <br />— INv-9oe.5-- — 132.91 v ' o� �� l 1�622 1146 3 » 20 / `. (OBTAINED FROM "CSAH 54 CORRIDOR STUDY <br />8D L�{� <br />O CP o 24"2 FINAL REPORT (MAY 17, 2024)" <br />N 910.6 - I Q <br />8" W M o0 130.92 1 V fCV D �-t� , �R <br />00 CO <br />0 �6 / <br />to <br />00 <br />1 CONCEPT PLAN SUMMARY <br />`o LL= 85 <br />SINGLE FAMILY HOMES = 58 <br />87 N <br />_ SINGLE FAMILY HOME LOT DENSITY <br />195 k�/ L_6 �o 60pp GROSS DEV. AREA = 2,584,138 SQ FT <br />20TH AVE - (93,072 SQ FT) <br />ROW = (226,832 SQ FT) <br />OUTLOTS _ (1,575,694 SQ FT) <br />27.53 TOTAL SINGLE FAMILY AREA = 688,536 SQ FT = 15.807 ACRES <br />I1139.48 — 131.59 — 143.95 / TOTAL SINGLE FAMILY LOTS = 58 UNITS <br />PROPOSED NET DENSITY 3.67 UNITS/ACRE <br />W:\2024\Civil\12246099 - Lino Lakes Burque Subdivision\2. Design\B. Drawing Files\12246099 C100 - Concept Plan.dwg <br />Level of Service (Delay) <br />Intersection <br />Traffic <br />AM Peak Hour PM Peak Hour <br />Control <br />Existing 2025 2040 Existing 2025 2040 <br />CSAH 54 (201n Ave) and CSAH 34 (Birch St) SSS <br />A / B (13 sec) A / B (14 sec) A / C (18 sec) A I C (15 sec) A / C (18 sec) A I D (34 sec) <br />LOT COUNT PROPOSED TRAFFIC GENERATION <br />1) SINGLE-FAMILY RESIDENTIAL UNITS: <br />CONCEPT PLAN 58 UNITS: APPROXIMATELY 9 VEHICLE TRIPS PER DAY PER UNIT <br />SINGLE FAMILY HOMES = 58 522 DAILY VEHICLE TRIPS <br />YIELD PLAN 2) NEW DEVELOPMENT WILL GENERATE A TOTAL OF APPROXIMATELY <br />SINGLE FAMILY HOMES = 60 522 DAILY VEHICLE TRIPS. <br />NORTH <br />0 50 100 200 <br />z <br />O <br />U <br />N� <br />r� <br />�/ <br />z <br />O <br />U <br />0. <br />O <br />LL <br />O <br />z <br />L.L <br />z <br />L <br />FLU <br />I..L <br />_ U) <br />a� <br />L <br />L <br />Z <br />U Q <br />O.L U L c <br />O <br />J O N <br />L L � � <br />L=-00 2B�,2) <br />�■— campCU <br />J N — Lu <br />J W M3( <br />L nr- 1 )3A N <br />O <br />N <br />F_ <br />Lo <br />U <br />N <br />L J w Lo <br />o <br />� <br />� ZW�z <br />< LL1 <br />JLZY <br />N J <br />0zN N � <br />Z LO WN <br />J 0 <br />a� <br />U <br />v <br />L <br />Q z <br />U/ u <br />L Y <br />L <br />z <br />0 J <br />CID <br />]) <br />U <br />W <br />�o <br />D_ <br />I hereby certify that this plan, <br />specifications or report was prepared <br />by me or under my direct supervision <br />and that I am a duly licensed <br />Professional Engineer under the laws <br />of the state of Minnesota. <br />Thomas J. Herkenhoff, P.E. <br />Date: 01.08.25 Lic. No.: 25520 <br />Rev. Date Description <br />1Q 01.13.25 City Re -Submittal <br />Project #: 12246099 <br />Drawn By: TJR/KBK <br />Checked By: TJH <br />Issue Date: 12.09.24 <br />Sheet Title: <br />CONCEPT <br />SUBDIVISION <br />PLAN <br />Sheet: <br />