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I\\ -\ \\ . \\ SMH 5 27" SAN STUB I ii LEGEND <br />RE 922.08 TEMPORARY IE 900.61 EXISTING PROPOSED <br />\ \ IE 901.04-27" E,W PROPERTY LINE <br />\ \ IE 910.16 8" S HYDRANT AT WATER <br />\% \ (DROP MH) 8" SAN STUB ,C EASEMENT LINE - <br />MAIN TERMINUS i <br />`° 902.71 i i BITUMINOUS PAVEMENT r <br />20 � \ SMH 4 � SMH 3 i 1 i i i <br />\ �.---- -- -� <br />\ '( RE 920.00 i 1 i i CONCRETE WALK <br />\ RE 921.28 i �--° -�1 - � <br />>� 8" WM STUB v IE 900.57-27" S <br />\ IE 900.92-27 E,W � 1 i i i CURB LINE <br />_ _ IE 900.57-27" N <br />HAMMERHEAD \ _`� �- IE 902.05-8" N- -(IE <br />---------------------------------------- --- 1 � i i SANITARY SEWER --->--->- >- <br />- IE 900.57-27 W <br />TURNAROUND \ - � , � \ STORM SEWER - » » <br />1 SURMOUNTABLE 9 \ 9 \' -- -- -- -- -- -- -- -- �Yo _ \ I WATER MAIN ---- <br />CURB THROUGH cn \ I L----a-- <br />9 J is ` UNDERGROUND GAS u9 ug <br />TURNAROUND � � � � \ \ COMMERCIAL DRWY .rYo II-_ <br />TEMPORARY / \ ENTRANCE (TYP) =I <br />102 I I � �___-___ UNDERGROUND ELECTRIC - Ue °e - <br />HYDRANT AT WATER / 'RCS 9 12" P CL52 WM 12 DIP CL�52 WM 1 <br />MAIN TERMINUS I1 I I I I I I I I I I '�v �11 UNDERGROUND CABLE -° °0 - <br />(�� „\ M > of UNDERGROUND FIBER OPTIC ufo <br />1 27" SAN STUB 4+00 27 PVC SAN SWR m 3+00 2+0o Z7" PVC SAN $WR 1+00 o 0 <br />IE 901.11 �� ` > 0 m V v OVERHEAD UTILITY ohu <br />5%- \ \\^� �s ROSEMARY WAY 04_ o;l � POWER POLE <br />o } s _ <br />8:1 TAPER -------- <br />N I V =i GUY WIRE <br />0 <br />1 \ \ 9 \ ROSEMARY WAY 101 v �11 1 z - : CABLE PEDESTAL <br />L---�-.'- <br />FIBER OPTIC BOX ❑F <br />MONUMENT SIGN HYDRANT <br />6 A \ \ \ 5 FT. \ \ A _ A CONC. SITE DATA <br />9 CONC. \ \ ----- <br />\ \--------------- WALK <br />7 �5 \ \ \ \ WALK \ \ Z ��� \ 6 FT. CONC. WALK \ 1 LOT 1 <br />��� AT BACK OF CURB <br />\ ZONING: GB - GENERAL BUSINESS <br />7 / I CONSTRUCT THIS Z G \ \ \ R5 11��a�� �( \ a I <br />X r PORTION OF DRIVEWAY \ ►`� 9 \ O cn <br />o I _ FOR HAMMERHEAD \\` 9 � \ \ \\ \ 34 >�\\ \\ .� �. � j °i TOTAL AREA: 76,537 SF <br />W 1 I TURN AROUND .� \ \ �� \ FUTURE v 'i <br />1r ' \ \ \\ \ .��� PARKING _j CL HARD SURFACE AREA: <br />\ 8.5' BITUMINOUS c) <br />` \ ��� TRAIL - BUILDING: 12,480 SF 16% <br />i <br />N <br />BARRICADE END OF I I 8" SAN STUB \ \ \ ��'�\ \ SURMOUNTABLE o o1 TMENT: TOTAL: 47,812 SF 62% <br />/ IE 912.0 \` 9 \ �$ \ ` \ \\\1 <br />STREET (TYP) \ N <br />\ 3 \ � CURB AND GUTTER 1 <br />STORMWATER PERVIOUS SURFACE AREA: 28,725 SF 38% <br />a- / � B612 CONCRETE I 24 12 \ \\ \ 18 ���a \\ POND LOT 2 <br />CURB & GUTTER ON I ao \ ' <br />PRIVATE DRIVEWAY\�� <br />1 I \ \ \ \ Ik �� \ <br />9 � V AV A �. �� � � \ �/ � 11 ZONING: GB -GENERAL BUSINESS <br />8" WM STUB 1 TYP - _ i 103 =1 TOTAL AREA: 86,027 SF <br />I - A NHARD SURFACE AREA: <br />01 1 BUILDING: 13,361 SF 15% <br />I 9 TRASH ENCLOSURE PAVEMENT: 31,224 SF 36% <br />TYP TOTAL: 44,585 SF 52% <br />1 I \ % 9 \ \\ \ \ �� 12 d PERVIOUS SURFACE AREA: 41,442 SF 48% <br />A, I 24 ® \ SURMOUNTABLE 00 'I <br />G I ® 24 (�URB AND GUTTER R30 9 LOT 3 <br />9 \ 31 4 ° ZONING: GB -GENERAL BUSINESS <br />h 3 <br />�O, TYP R I 'i � I I <br />` \ I - I TOTAL AREA: 60,163 SF <br />9 I <br />TYP W� `� \ .QS �� 9 ° z 1 <br />v A � <br />SURMOUNTABLE 1 y <br />N Of <br />\ \ 1 I TYP W SETBACK REQUIREMENTS <br />CURB AND GUTTER 1 g g g g 9 V �SURMOONTABLE V 1 o�� m °II ��( �� BUILDING PARKING <br />1 TYP TYP URB A"D GUTTER 12 =i FROM STREETS 30 (40*) 15 <br />° \ REAR YARD 30 (5**) 10 <br />I V I 1 ° L� <br />\\ \ \1 n 13 a 3. =i F 1 SIDE YARD 10 10 <br />9 1 8" WM STUB M U) _ <br />_-- _______�\ TRASH ENCLOSURE I I ° ° a ° ° \G \ i \ 1 ° °� N za `� * FROM COLLECTOR OR ARTERIAL STREET <br />I ° \ I LO V) o CV ** ACCESSORY BUILDING <br />_j <br />CONCRETE \ \ 9 \ 1 \I 8 FT. CL <br />o I PARKING SUMMARY <br />WALK <br />WALK B C B 1 \ CONCRETE _ i- I N <br />} rn } N N 'i --- LOT 1 <br />STANDARD SURFACE STALLS 71 <br />J 1 \ \ \ I RETAINING HANDICAP SURFACE STALLS 3 <br />PROPOSED DAYCARE \ I 1 8 FT. 8 WALL 30. //' FUTURE SURFACE STALLS 11 <br />BUILDING Q \ 1 1 ONCRETE ° <br />�/ TOTAL STALLS 85 <br />I 1 1 0 \ I \ WALK PROPOSED MEDICAL <br />,I 10 <br />o BUILDING SMHI 2 LOT 2 <br />f I \ 1 \ _ li RE 915.00 STANDARD SURFACE STALLS 38 <br />1 IE 900.17-27" S <br />\ I 1 \ 1 IE 900.17-27" N HANDICAP SURFACE STALLS 2 <br />5.8 \ IE _ <br />6 133.5 °6° 6�.4 9 1 1 2 ` 18i'�24�f1 8 7 14 8 100 33. I i (DROP MH)6" W TOTAL STALLS 40 <br />6 FT. 4 \ <br />/ a CON WALK ETE\ 1 \ N SIGN SCHEDULE PER MMUTCD <br />STUB <br />�A STOP SIGN: R1 1 (24"x 24") 6" SAN STUB ��--> <br />IE 909.75 I 1 © HANDICAP PARKING SIGN: R7-8m W/R7-8b (12"x 18") <br />o i ©NO PARKING SIGN: R8-3a (1"x 2 18") <br />I I I <br />N <br />CONNECT TO EX. 8" DIP <br />I WM W/8" 45- BEND & <br />O G r o 1 1 \o ° p-- `J 8.5' BITUMINOUS �/ 8' G.V. & BOX & <br />A \ B \ 8" X 12" INCREASER <br />DRAINAGE & TRAIL ° I I 1 (FIELD VERIFY) <br />/ UTILITY EASEMENT C I 8 m 0e <br />/ (TYP) 9 cft �- �/ - - - - - _ _ Z V oe ue <br />CT/W SMH 1 <br />>> - RE 919.50 <br />/ I L----------------------------------- J \ » I a / PR. IE 900.108 FT.-27" N <br />» ° �° <br />\�» » \t \ CONCRETE `� CONSTRUCTEX. IE <br />MH2OVER 0 15 30 60 <br />� - _ N _ - \ WALK EX. STUB & CONNECT <br />-�� - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - _ - FEE <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - _ -- <br />ohu ohu ohu ohu ohu ohu ohu ohu ohu ohu ohu ohu �o ° � - - '.�Y _ - - - - _ - - <br />fo fo ufo ufo ufo ufo B ° o� �"9�' 1 1 j <br />- - - , h,6o �pq <br />r- s ufo ufo u9 0 _ _ uq g °h 1 ohHg ohu h <br />ufo _ <br />md. <br />---- i u u9 <br />ohu ohu ohu ohu ohu �j ohu -----------i-__--_ ug Va �� �� --_ o u <br />---------ufo- ufo ufo ufo --ufo --_ufo_- ufo-- ufo --ufo--------------- - ----- _ - _ <br />Ww �� o <br />919 <br />- �� .... ug u9 f- ug h� <br />ohm <br />0 <br />ufo ufo ufo ufo ufo ufo - - u _ _ - BENCHMARKS <br />- <br />--- ufo ------ ug u9 u9 °�� °° " �� ---- ---- --- uy ��- �i -LQ� <br />----- ug - <br />---------- ug ug u9 - �� - - - - - - _- - ------------------ ug �-_-u //' <br />u <br />--- <br />-- u -- ug ----9-------- <br />_ u ��------------ 9� - - / �\�L <br />9----------------�- -- rn _ _ _- <br />------ I-- - -- <br />-- - <br />-------- -- -- - - <br />----- --- -- - <br />____________ - -- _ _ - - __ - _ - MNDOT STATION NAMED 0282 S. <br />-- r}--_---_>--- _------- - - ----- _ ---- <br />---------------------------------------------- <br />_----------------------- PROPOSED TRAIL -- _--��__! <br />---- 9 9 i EASEMENT �>-- ���- ELEVATION = 931.461 (NAND 88) <br />_-- I MAIN STREET --- �Nv s E W: 915.9 \ <br />E W: 917.64 -- INN S E W: 914.65 <br />n I N V E W- 91 � 51 9 CALL BEFORE YOU DIG <br />-- ^ <br />---------_________________ I <br />------------------- <br />\___=i=__--------- IN V- N: 916,00 ---------- <br />NV <br />Know v <br />J <br />Q <br />Z W <br />0 <br />U <br />W ZQ <br />Z <br />Z <br />Z W ix <br />f <br />U <br />f <br />W <br />Z <br />W Nl W <br />Q <br />O <br />J <br />m <br />Z <br />OQ <br />O <br />V <br />O Z <br />H <br />Ln <br />N3 <br />W <br />n <br />Z <br />W <br />> <br />O <br />� <br />ocV <br />oto <br />M <br />a v; <br />W <br />o <br />X <br />LL <br />�o <br />U x <br /><o <br />Q <br />w <br />co <br />= <br />a <br />M <br />MLu <br />H <br />Z <br />J <br />�J <br />a <br />O <br />C <br />J <br />LL <br />aV <br />Z� <br />0� <br />j <br />W <br />c <br />W <br />� <br />m <br />J <br />F�1 <br />W <br />z <br />N 00 <br />W 5 o <br />a�Ln <br />0 > U) <br />GC Q <br />z <br />a14-3� <br />Z N O <br />FBI Ln 0) <br />LV N Z3 <br />ca <br />LU <br />REVISIONS <br />1. 09/17/21 CITY COMMENTS <br />2. 11/08/21 CITY COMMENTS <br />DRAWN BY: <br />JTR <br />DESIGNED BY: <br />JTR <br />ISSUE DATE: <br />09/13/21 <br />I hereby certify that this plan, specification <br />or report was prepared by me or under <br />my <br />direct supervision and that I am a duly <br />Licensed Professional <br />Engineer under <br />the <br />laws of the State of Minnesota <br />Name: Joseph T. Radach, P.E. <br />Signature: <br />Date: 09/13/21 License #: 45889 <br />5 <br />of <br />10 <br />